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Home My WebLink About058-090-107(f!1 �yt� � 4� hf• �YYtrl xy°1 :## ';ie 4Rt4 ]i �"pie► �� i , i1�, �l 058-090-107 PERMIT#97-1881 SINCLAIR, Donald & Kathleen 16101 Doon Grade Rd., Magalia Cont: Schroeder Construction New Pri Det Garage �'nir'!d 058-09-0-107 00-1444 11 THOMAS, GORDON C. ' 16101 DOON GRADE RD. MAGALI CONTR: OWNER r- �" - �� REMODEL SINGLE FAMILY t Y 058-09-0-107 AG 127 Ir MATHAN, DALIA / THOMAS, GORDON 16101 DOON GRADE RD., MAGALIA AGRICULTURAL EXEMPT PERMIT HORSE BARN i 058-090-1071 GORDON THOMAS AG 855� AGRICULTURAL EXEMPT PERMIT AG STORAGE �1 058-09-0-107?t. G 125 MAITIAN, DALIA /-1HOMAS, GORDON L' t} 16101 DOON GRADE RD., MAGALIA EXEMPT AGRICULTURAL ET PERMIT HORSE BARN Q„ f i 058-09-0-107 AG 126 MA"THAN, DALIA / THOMAS, GORDON 16101 DOON GRADE RD., MAGALIA AGRICULTURAL EXEMPT PERMIT HORSE BARN 058-09-0-107 AG 127 Ir MATHAN, DALIA / THOMAS, GORDON 16101 DOON GRADE RD., MAGALIA AGRICULTURAL EXEMPT PERMIT HORSE BARN BUILDING DIVISION COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE — OROVILLE, CALIFORNIA 95965 — TELEPHONE: (530) 538-7541 AGRICULTURAL BUILDING EXEMPTION PERMIT PERMIT NO. Agricultural building is defined as follows: Agricultural building is a structure designed and constructed to house farm implements, hay, grain, poultry, livestock, or other horticultural products. This structure shall not be a place of human habitation or a place of employment where agricultural products are processed, treated, or packaged, nor shall it be a place used by the public. ASSESSOR PARCEL NO r /Q-:1: ZONING c r OWNS PHONE NO. 77 Or 2 OWNER'S ADDRESS Ta Cs, nd LOCATION OF BUILDING - ` cx USE OF BUILDING SIZE OF STRUCTURE �� ' � ' ��!1?S�L X _ SO. FT. TYPE OF CONSTRUCTION: WOOD FRAME STEEL CONCRETE OTHER (Specify) TYPE OF SIDING ROOFVERIN 7QgR TYPE top -y ESTI ED COST OF CONSTRUCTION ;f AG Buildings shall comply with the minimum front, side, and rear yard setback requirements of the applicable County Ordinances as follows: L; 1 t _ ► �"� 2 5 0 FRONT ✓ SIDES REAR AG Buildings shall be a minimum of five (5) feet from any septic tank or leach fields. AG Buildings less than 1000 sq. ft. in floor area shall be located a minimum of 6 feet from a residence, 10 feet from a mobilehome, and 23 feet from a commercial building. AG Buildings greater than 1000 sq. ft. in floor area shall be located a minimum of 23 feet from a residence and a mobilehome, and 40 feet from a commercial building. AG Buildings must comply with Flood Zone requirements. Finish floor elevation must be at or above elevation _ USGS Datum. I declare under penalty of perjury that the building will be used as stated above and the purposed use, onfirms with the AG Building definition. If any change in use or occupancy of the b 'n is made, I will con c he ilding Division and obtain any necessary permits, inspections, and approvals comply with the re 'rents iXe ct t that time and before occupancy. Date C Signature of Owner Permit Fee - $60.00 The above described AG Building is exempt fr9m a building permit. Receipt No. FLff I PARE5ll P.D. ROOF I SUE Manager Building Division By Date White — DPW, Yellow — Assessor, Pink — B. I., Goldenrod — Applicant rJ - th Y 0 0 .� BUILDING DIVISION COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE – OROVILLE, CALIFORNIA 95965 – TELEPHONE: (530) 538-7541 AGRICULTURAL BUILDING EXEMPTION PERMIT PERMIT NO. Agricultural building is defined as follows: Agricultural building is a structure designed and constructed to house farm implements, hay, grain,.pouftry, livestock, or other horticultural products. This structure shall not be a place of human habitation or a place of employment where agricultural products are processed, treated, or packaged, nor shall it be a place used by the public. ASSESSOR PARCEL NO.ZONING '—r _ OWNEIT-1 PHONE NO. OWNER'S ADDRESS ®� � LOCATION OF BUILDING 1 \ U USE OF BUILDING SIZE OF STRUCTURE ' X _ 32--0 SO. FT. TYPE OF CONSTRUCTION: WOOD FRAME —� STEEL CONCRETE OTHER (Specify) TYPE OF SIDING ROOF QOVERIVP FLO9fTYPE id ESTIMATED COSTCONSTRUCTION AG Buildings shall comply with the minimum front, side, and rear yard setback requirements of the applicable County Ordinances as follows: 151y I ri r — FRONT /'�' SIDES 5 4"441--1 REAR CIYj, "`' AG Buildings shall be a minimum of five (5) feet from any septic tank or leach fields. AG Buildings less than 1000 sq. ft. in floor area shall be located a minimum of 6 feet from a residence, 10 feet from a mobilehome, and 23 feet from a commercial building. AG Buildings greater than 1000 sq. ft. in floor area shall be located a minimum of 23 feet from a residence and a mobilehome, and 40 feet from a commercial building. AG Buildings must comply with Flood Zone requirements. Finish floor elevation must be at or above elevation USGS Datum. I declare under penalty of perjury that the building will be used as stated above and the purposed use AG Building definition. If any change in use or occupancy of the buildin is de ma, I 11 con)act a Bu obtain any necessary permits, inspections, and approvals to mply with the re ments ' of ct t occupancy F Date Signature of Owner. The above described AG Building is exempt tom a building pepfitt Permit Fee - $60.00 Receipt No. firms with the ng Division and time and before FL PARC P. . R�PKNG ISS Manager Building Division By Date -12– > White — DPW, Yellow — Assessor, Pink — B. I., Goldenrod — Applicant rl W. 1=11 e F� �� COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PERMIT APPLICATION DATA SHEET OWNER: v ASSESSOR PARCEL NUMBER: g - Cqd - fiQ �- Proposed Building Use: Building Inspector: f.Q Date: q- /8 -M At time of permit applicatin, I was advised the following data must be submitted prior to permit processing and/or issuance: /� ------------------------------------------------------------- - Date Received By M1 . All items have been submitted.------------------ --` - -- ❑2. Plot plans, 3/4 sets, signed by the preparer of plans.---------------------------------------------------------- El --------------------------------------------------------❑ 3. Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- ❑4. 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! ------------------ E16. ----------------- ❑6. Energy Design Compliance and supporting documentation.---------------------------------------------------- " I� ❑ 7. Statement of Intent for Non -Heated and A/C Buildings.--------------------------------------------------------- ❑ 8. Hazardous Material Form.--------------------------------------------------------------------------------- ❑ 9. Manufactured Home data and installation instructions including Tie Down Specifications. ❑ 10. Fees of $------------------------------------------------------------------- ❑ 11. Impact fees as shown on the attached schedule. ------- ❑ 12. California Department of Forestry plan approval/fees. ❑ 13. Flood elevation certificate.------------------------------- 1114. -----------------------------• ❑14. Sanitation and plot plan approval Health Department. ❑ 15. City of Chico plumbing permit. --------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs. ---------------------- ❑ 17. Planning approval for (A) Use: (B) Parking: _. ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ❑ 19. Encroachment Permit for driveway (construction approval prior to occupancy). ---- ❑20. Pre -inspection for required Request to Building Inspector on ❑21. Contractor's license information. (Number, Name Style, Classification). k: El 22. workers' Compensation carrier and policy number. ----------------------- ❑23.Owner-Builder Verification (Given to owner; Mailed to owner ❑). - ❑24. Letter of signature authorization. -------------------- ❑25. Recorded copy of Agricultural Acknowledgment Statement. ------------- ❑ 26. Letter of intent on building use. ---------------------------------------------- El 27. ---------------------------------------------❑27. Manufactured Home utility clearance.---------------------------------------- E128. --------------------------------------❑28. Existing violations and/or expired permits. --------------------------------- (Date) 029. ❑433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ - --------------- 030. Other: ______________❑30.Other: When you issue the permit, process as follows Mail to owner, ❑Mail to contractor. ❑Telephone and hold for pickup at offi Deli er ith inspector. r' Applicant: - Date: Cl/I Z kc) Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑Air Pollution Date: By: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: Date: By: 1. Index permit application for the above items numbered: ❑ Plan Check List 2. Additional items required: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Plans reviewed by: Date: Plans approved by: Date: Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date- Doon Grade Ranch & Campground - Horse Camping MOM# 11911 Page 1 of 1 HOME, RANCH CAMPGROUND ANIMAL IIOSPITAL WUrl'RRN CARRIGL S ANIMAL CI,IIROI'RACI'IC Welcome to the new pages of ongrade Ranch, Magalia, California�j and The Animal Hospital on the Ridge in Paradise, California. The newly redesigned website has been expanded and the new layout is easier to navigate and be more easily expanded to include news and new items as they appear. ANIMAL CHIROPRACTIC NEW To start with a new section for Animal Chiropractic has been added. Dr. Sue Thompson has been working at the Ranch and Animal Hospital for several years. Last year She completed certification as an animal Chiropractor. One of ONLY 2000 or so in the world!! A new treatment room has been added to the Animal Hospital on the Ridge in Paradise, California and will be in full operation after the weekend of May 10/11. Dr. Sue will not only be treating dogs and cats but horses as well. Please click on the Animal Hospital link or contact the Animal Hospital for more information. ANIMAL ACUPUNCTURE COMING SOON Dr. Mathan will begin instruction for animal acupuncture this summer adding to the already broad range of treatments for your pets. Check here for more information as the classes progress. CAMPGROUND Meanwhile, back at the ranch. The campground will be open gain this summer for camping with your horses and trailer and Miles of trail riding looping in and out of the ranch. HORSES FOR SALE One of the Norwegian Fjord horses , Bjorn, born and trained at the Ranch is now 3 years old and under saddle. He is for sale to a good home that will enjoy a fine young horse. You can see pictures of Bjorn in the ranch photo gallery. Contact Dr. Mathan for more information. CARRIAGE SALE About 2 years ago the Ranch discontinued the sale of the line of Western Carriages. There are only 2 remaining and quite a few accessories. These last carriages are heavily discounted for spring driving. You can see pictures and details at the Ranch photo gallery. Contact Dr. Mathan for more details and a time and directions to see them. HORSE BOARDING There are still plenty of spaces for you to board your horses. The main barn has several and there some outer barns needing horses. (C) Copyright 2008 - All Rights Reserved Horse Boarding CA, Norwegian Fjord Horse, California Horses, Camping, Animal Chiropractic, Veterinary http://www.doongrade.com/index.php 5/7/2008 } BUILDING DIVISION COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE — OROVILLE, CALIFORNIA 95965 — TELEPHONE: (530) 538-7541 AGRICULTURAL BUILDING EXEMPTION PERMIT PERMIT NO. A4 Agricultural building is defined as follows: Agricultural building is a structure designed and constructed to house farm implements, hay, grain, poultry, livestock, or other horticultural products. This structure shall not be a place of human habitation or a place of employment where agricultural products are processed, treated, or packaged, nor shall it be a place used by the public. ASSESSOR PARCEL NO. , ZONING in . OWNE PHONE NO. (Z,10 OLCA ` OWNER'S ADDRESS LOCATION OF BUILDING A 4L Ag(L ��CL ST -USE OF BUILDING v�S SIZE OF STRUCTURE 1' Z4' � ' X _ �LL SO. FT. TYPE OF CONSTRUCTION: WOOD FRAME _X_ STEEL CONCRETE OTHER (Specify) TYPE OF SIDING Lo Cod ROOF COVERI F R TYP ESTIMATED COST OF CONSTRUCTION -C -D $ !I M AG Buildings shall comply with the minimum front, side, and rear yard setback requirements of the applicable County t Ordinances as follows: !�$' � � 5o r /� /IyLV— FRONT SIDES REAR AG Buildings shall be a minimum of five (5) feet from any septic tank or leach fields. AG Buildings less than 1000 sq. ft. in floor area shall be located a minimum of 6 feet from a residence, 10 feet from a mobilehome, and 23 feet from a commercial building. AG Buildings greater than 1000 sq. ft. in floor area shall be located a minimum of 23 feet from a residence and a mobilehome, and 40 feet from a commercial building. AG Buildings must comply with Flood Zone requirements. Finish floor elevation must be at or above elevation USGS Datum. I declare under penalty of perjury that the building will be used as stated above and the AG Building definition. If any change in use or occupanc f-tbe-building is m0fi, I will obtain any necessary permits, inspections, and ap . ovals to comply with the uiremepi occupancy Q Date 1 p (m Permit Fee - $60.00 Receipt No. 3KO 4 U Signature of Owner used use confirms with the ct the7Building Division and ffect at that time and before i The above described AG Building is exempt from a building permit. FLOO PARCEL P.D. GOFING ISSU Manager Building Division By� Date 9� White — DPW, Yellow — Assessor, Pink — B. 1., Goldenrod — Applicant th L n N th rl � a A D o a � � A 0 Cr 'TBUILDING DIVISION COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE: (530) 538-7541 AGRICULTURAL BUILDING EXEMPTION PERMIT PERMIT NO. Agricultural building is defined as follows: Agricultural building is a structure designed and constructed to house farm implements, hay, grain, poultry, livestock, or other horticultural products. This structure shall not be a place of human habitation or a place of employment where agricultural products are processed, treated, or packaged, nor shall it be a place used by the public. ASSESSOR PARCEL NO. C/9 c _ 0 p0 _ 107 / ZONING am-- 2 O OWNER /? ,_ p2® �et�set %R, PHONE NO. 77_ �d OWNER'S ADDRESS 70 7Z 1OBe f -z I?W. LOCATION OF BUILDING / �6rD,t /e- /et W� 04 USE OF BUILDING �- - 5'/0l� 4 f if SIZE OF STRUCTURE -1-0' X _ `' SO. FT. TYPE OF CONSTRUCTION: WOOD FRAME STEEL CONCRETE OTHER (Spedlfy) TYPE QF SIDING ROOF COVERING FLOO l VPE ESTIMATED COST OF CONSTRUCTION AG Buildings shall comply with the minimum front, side, Ind rea Mrd setback requirements of the applicable County Ordinances as follows: ��"��n�®� 5 0� FRONT SIDES REAR AG Buildings shall be a minimum of five (5) feet from any septic tank or leach fields. AG Buildings less than 1000 sq. ft. in floor area shall be located a minimum of 6 feet from a residence, 10 feet from a mobilehome, and 23 feet from a commercial building. AG Buildings greater than 1000 sq. ft. in floor area shall be located a minimum of 23 feet from a residence and a mobilehome, and 40 feet from a commercial building. AG Buildings must comply with Flood Zone requirements. Finish floor elevation must be at or above elevation USGS Datum. I declare under penalty of perjury that the building will be used as stated above and the purposed use confirms with the AG Building definition. If any change in use or occupancy of the building is made, I will contact the Building Division and obtain any necessary permits, inspections, and approvals to comply with the requirements in ff fat that _ti a In e e occupancy. V Date�-�� OD Signature of Owner,&6�_�' Permit Fee - $60.00 Receipt No. / The above described AG Building is exempt from a bujlding permit. Manager Building Division 0 White — DPW, Yellow — Assessor, Pink — B. I., Goldenrod — Applicant By FL D I PARC L I P. ROO NG ISSU Date 2 i Dd y.$ � t,,�,r,�y;"1' +: ! � i A'�'its.-.a.+F•�✓�7'r�,,,,ak'�l+r�,•ii:.rW-�fM1..� . IIV ,Y OF BUTTE. DEPARTMEPNT OFDEVELOPMENT,`SERVIC'ES -BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 _ PERMITAPPLICATIONDATA SHEET OWNER: 6 , 2ff,1V • r'`�O'4A S ASSESSORPARCEL Proposed Building Use: 41a , Building Inspector: Date: e -.2 F- eW At time of permit application, I was advised the following data must be ubmrtted prior to permit processing and/or issuance: Date Received By ❑ 1. All items have been submitted -------------------------------------------------------------------------------------- 112. Plot plans, 3/4 sets, signed by the preparer of plans.------------------------------------------------------------ , 03. Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- ❑4. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- 5T t ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ + _i El 6. Energy Design Compliance and supporting documentation.---------------------------------------------------- ` ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. --------------------------------------------------------- El ❑ 8. Hazardous Material Form. ------------------------------------------------------------------------------------------ ❑9. Manufactured Home data and installation instructions including Tie Down Specifications .------------------ ❑ 10. Fees of $---------------------------------------------------------------------------------- -_ ❑ 11_. Impact fees as shown on the attached schedule. ----------------------------------------------------------------- ❑ 12...California Department of Forestry plan approval/fees. --------------------------------------------------------- ❑ 13. Flood elevation certificate. ---------------------------------------------------------------------------------------- ❑ 14. Sanitation and plot plan approval Health Department. ------------------------------------------- ❑ 15. City of Chico plumbing permit------------------------------------------------------------------------------------- a ❑ 16. Plotplan and business license approval from the City of Biggs. --------------------------------------- ❑ 17. Planning approval for (A) Use: (B) Parking: ---------------- ___ "r 0,18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ----------------- A ❑ 19. Encroachment Permit for driveway (construction approval prior to occupancy). --------------------- 020. Pre -inspection for required Request to Building Inspector on 021. Contractor's license information.,,(Number, Name Style, Classification). ----------------------------- E) tl Workers' Compensation carrier and policy number. ------------------------------------ ----------------. 1__123. Owner -Builder Verification (Given to owner ❑, Mailed to owner ❑). 024. Letter of signature authorization. ------------------------------------------ ❑ 25. Recorded copy of Agricultural Acknowledgment Statement. ---------- ❑26. Letter of intent on building use. -------------------------------------------- 027. Manufactured Home utility clearance. ------------------------------------- 028. Existing violations and/or expired permits. ------------------------------- El 29. ❑433 A, 11 Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ ❑30. other. 11 (Date) issue the permit, process as follows ❑ Mail to owner, ❑Maiill to contractor. 7�When��u �'I elephonen/ML'Z 5%/_ 57/d and hold for pickup at 611160 office. Deliv i ector. Applicant Date: ,4, "Qb Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution Date: By: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: Date: By: 1. Index permit application for the above items numbered: ❑ Plan Check List 2. Additional items required: ` Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by b phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Plans reviewed by: Date: Plans approved by: Date: Sets of plans on hold in ❑ Plan Cabinet,'t ❑ A.P. folder. Note transfer by: Date: I i I Related Records and Activities for APN: 058-090-107�--� Address: 16101 DOON GRADE RDV) S`' N "" Permits R......SP-1770 Type= SEPTIC 06 Status= EXPIRED Description= N3br Applied= 8/25/2003 R......97-1881 Type= MISCELLANEOUS Status= ISSUED Description= NEW PRI DET GARAGE Applied= x......00-1444 Type= RESIDENTIAL Status= FINALED Description= NEW SINGLE FAMILY Applied= No Project Records Found R ...... ** Code Enforcement R CE -052564 Type= BUILDING Status= Description= BUILT COMMERCIAL HORSE BUILDING W/O PERMITS Started= 10/11/2005 D EHCE-040293 Type= CONVERTED COMPLAINT LOG Status= Description= burying garbage; TVs; Biding material - tore down house & bu ..........Started= 4/19/2004 Alrr Cr.irrt++ 1 isaiar�e+sr. Cst■ ■hrl =-7I Go to Top Parent Move Selected to Top. Select Cancel t A+E*C Group. - ARCHITECTURE • ENGINEERING • CONSULTING Principal Architect, Larry JWarner AIA C51 October 18, 2000 Butte County Building Division Building Inspector Re: Permit No. 2000-1444. Gordon Thomas The foundation for the underfloor framing and underfloor framing itself as installed is compliance with our plans. The brace walls are in compliance with the U.C.B. and the approved documents. We did not see any underfloor insulation after installation of the underfloor framing. Sincerely Warner, AIA, CSI 389-D CONNORS CT, CHICO, CA 95926 F-530-892-0392 V-530-892-8008 r E-MAIL AECGROUP@AOL.COM . WWW.AECGROUP.COM a 1 M A*E*C Group, ARCHITECTURE • ENGINEERING • CONSULTING Principal Architect, Larry J Warner AIA CSI October 18, 2000 Butte County Building Division Building Inspector " r Re: Permit No. 2000-1444. Gordon Thomas The foundation for the underfloor framing and underfloor framing itself as installed is compliance with our plans. The brace walls are in compliance with the U.C.B. and the approved documents. We did not see any underfloor insulation after installation of the underfloor framing. Sincerely . J. Warner, AIA., CSI ,y Q- 389-D CONNORS CT, CHICO, CA 95926 F-530-892-0392 V-530-892-8008 E-MAIL AECGROUP@AOL.COM WWW,AECf RC)UP.COM (SC-CRAIS SCHROEDER MNT-2 GIRD REPAIR FOR SPLIT IN BOTTOM CHORD. O D'vAIR PROCEDURE a . -1 ---------------------------------------------------------------- cv SNORE TRUSS. IA:, ADD 7126. OSB GUSSET AS SPECIFIED. r(3) REMOVE SHORING. !n I -)GE DISTANCE. END DISTANCE AND SPACING FOR NAILS co CALL BE SUFFICIENT TO PREVENT SPLITTING OF MOOD. 10/24/00 RJN - GUSSETS SIZE AND SPLIT LOCATION - 0 0 M CT> co f.0 UJ O Z x N c— V °J G C7 T ''j' 1 i-5-8 a L M� r>ra (P) {1) �� 5-1/20x18' THIS OWG PREPARED FROM COMPUTER (RPUT (LOADS 6 OINENSIORS) SUBMITTED BY TRUSS IFR. NOTE: SEE DRAWING CAUSR427 90163002 FOR LUMBER. PLATES, AND OTHER DATA NOT SHDWN HERE. AFTER COMPLETI031 OF REPAIRS. TRUSSES MUST BE INSPECTED BY THE TRUSS MANUFACTURER OR LOCAL BUILDING DEPARTMENT TO ASSURE COMPLIANCE WITH ALPINE DESIGNS AND SPECIFICATIONS. (P) 1/2- PLYWOOD OR 7/16. OSB GUSSETS: APA RATED 24/16 SHEATHING. EXP.1. CULLED Of SURFACE DEFECTS IF SMALLER THAN 24' SOUARE- NAIL ONE GUSSET TO EACH FACE OF TRUSS. THROUGH AL1 CHORD AND MED MEMBERS, WITH BG COMMON WIRE NAILS TO OPPOSITE FACE OF SPLIT. SPACE NAILS ON EITHER SIDE OF SPLIT 4'O.C. TO FORK TWO ROWS. +-0-0 ocs BOTTOM CHORD SPLIT APPROXIMATELY 12' O w -10 O -S-10 IN THE MIDDLE o-55 -- ma. L. 3-6-6 I 3-6-6 z �------7-0-12 Over 2 Supports--- i CD R-2000 W-2' R-2000 W-2' N � PLT TYP. wave TPI -95 Design Criteria: TPI 5 M ARNIAB" Tgi3lS u00RE Ecn Wt[ IO ►ARICATION. shmm. YUlrpm. 03TMLKM Um • I [iKIM. Urn 70 rICTl (MAMOLUL l7ALLIMO AND af11C m - tuition DT TPI (1103! KATE IRGTITm. So WOCOrtI)DOA.. SOME too. eAMSOM. to 93110). rNL "IM PAAtTucs PNtMM m P oo"IW NESE imenONS OOLCSS OTMMISE I'VIGIED. TOP COM SNALL NTE FIVOUT AMCOOD LTMTMML PANELS. 60T10lt GOLD PALL MAIC A PAOPEALT ATTACOb MIGM CEILING, ieORTAff-" r0U1lIt A tAPT 0/ TM)S OECIGN TO TEE IMAL1,0100 CWMAC(OA. ALPINr CNSTWU F! PRmOCTS. COC. SHALL ODT SI 08 111Ll to AOT *VIAT10N FRO TmIS DESIOUI ANY FAILOU TO F V NUILD TME TA SMS. LM taARutMCE OITR Tri: OA FANACCAnK. SLMrLTAO. SSIPPINO. Im"ALIEO C=> . ALPINE E�X' a TRUSS[!. "is DEfla COMM III" AH6IWLE PEO(ISMINS a I= D1Aimm DESE SPWnunOO VOOLES90 9T TAE 1PERIc a rmir AIEP PAPEA As"M11ON) AND TPI- Atrlil O j CONRCIOLS ASE UK OF EOG AS" ASST "AO GALT. MCI. EICIPT AS MDnO. AMY COfNCtTMIC t0 ( EACH jACE or TRISS, Ale OCU11S MESNCSc -LOCATED a TIS KIM- POSITION COEAECmt PCR �Y MIMI Aso A•E. Ta UAL G YMAs main IpIGTll kca"ACCC Or 111WI 7/0MA( 1001HCAlm CV �.. -• w _ _____ ,.. i . AESrm!(OillTt soaeT /OA TM[ na!! -__LENT DECM. ILN tMOM1.. d Ttl1 rall"m Lrry A!O OSE M< "IS E—i I1�.WT76A0 ( ANSI1IPI E.IMPS SECTION Z{:A T76[O�AN51/Trl E.(SOS SLCTTOO Z. - U1 lJ cologD o' GA -111 - - r Dl TC LL 50.0 PSF TC DL 10.0 PSF BC OL 10.0 PSF 5 BC LL 0.0 PSF 24 20 * 70T.LD. 70.0 PSF ;�. NUR. FAC. 1.00 SPACING 24.0' Scale-.375'/tti_ REF 8427--63495 DATE 06/12/98 0RW CAOSR427 00298022 CA -ENG RJN/GWH SEON - 54332 FROM ED SCHCRA - GTP REPAIR FOR SPLIT BOTTOM CHORD- PAIR HORD. 1 THIS 04 PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMIITF.O " TRUSS MFR. vPAIR PROCEDURE --------------------------------------------- SNORE TRUSS TO RESTORE TO PRE-LOADEO CONDITION. : AOOSCAB WERE SHOWN - 67) ADD U-9-011294 OF -L #1 OR BETTER SCAB TO BE ATTACHED v TO ONE FACE WITH 10d COMMON (0.146'X3.00') NAILS. CIRCLES INOICATE MINIMUM CLUSTER OF NAILS REQUIRED. SCAB MAY BE TRII@EO TO FIT. NOTE: -SEE DRANING CAUSA427 97237006 FOR LUMBER. PLATES. AND OTHER DATA NOT SHOWN HERE- AFTER COMPLETION OF REPAIRS, TRUSSES RUST BE INSPECTED BY THE TRUSS MANUFACTURER OR LOCAL BUILDING DEPARTMENT TO ASSURE COMPLIANCE WITH ALPINE DESIGNS AND SPECIFICATIONS. EDGE AND END DISTANCES AND SPACINGS FOR NAILS SHALL BE SUFFICIENT TO PREVENT SPLITTING, OF THE HOOD AND MEET REQUIREMENTS OF 1994 UBC SECTION 2311.3.3. -rI i e1 ga B -a -o FE'�4' i a (S) a APPROX. 12' SPLIT EN BOTTOM CHORD - - cc --^-8-0-0 Over 2 Supports--------� y R-932 W-5.5- f R-932 N^S.S. Ilk - PLT 1 � 1 �I u PLT TYP. Alpine TPI -95 R Design Criteria: TPI STD ca - 2 - - - f Scale -.375' Ft. R1R YROucs mmi" Brun can is fAatcATla, amm'", s. ut T AtO TC LL 50.0 PSF REF R427--56241 DSArJNt. WIL n N[P-PL MLrftW 011 WI CHUSS PLAII Ki 1PSTITPTE. Se O'Od[RIO OR.. ADI1! fa. f=ll$gt, tT S3?19). Poi SA"TV PUCTICIS M110t f0 FnFMU# TMM feaUM VMS$ OTSWIS1 MICATto. TOP col" sakL an "MUST ArrPCPto C� TC OL 10.4 PSf SATE 10/IB/00 +S89M oI ►enP. SIT= cora ZMt toPt A PDDPERIV ATTAWO AUTO C61 IMS -. tNPORTARr- Moles u MISS Cow S Owes To IRE INSTALLATION CoATPAc1m: Aunt 4156tu9 BC DL 10.0 PSF DRY CAI152427 D0292002 9 IN00YLTs, Jog. SOUL Or K RESMSISU IN An OITI►TFoP TION Fogs OfSS FoN: An fAStOP! wa.o Tog nuuP go CWWAAM It" m: a FAPetCOI". PARKIN- DIIPPI1 ISSTau[PS � BC 11 S11C(rteAT0.0 PSF CA -ENG /GWH ALPINE MUTI" TIIS KSITo CWHOS MIT% AFTLICAILS FoDTIS10a Or 0 pATloua ots I" KKZM0 DT T1¢ malcAP mm on Paas ASFoaon0l* m vs. ill -lot Oct 1B 2000 o[lorgcrDAc 'At N[et or PWA AM ADSL am "LS"uCUT AS 110M. APnT CoutaaS TO k >* TOT. L0. 10.0 PSF $EON - 336 TALI fAti 0f TOSS. m mess OTg "m Lacum OS 7MtS KSIO. 10.tiTiW gis[RMi FE4 MUZ11et LPD A•I. rPt wt a TrtP OePNtm roOIC►ttt Aca►TArt[ aF TTwtaTeRu uwEaTPs gyLL OUR. FAC . 1.15 FROM MO ASS" 11ILTIT SOLELY PK Tog YNtiS CpW-fff OES1N $ost. Ys fOTTYILTTT AID Oft K 1Qs 11116�.� A- OD tw ContonT IlaAu PANr1aLAI 0102" IS 1119 RESTOu1RIUTT w TK ell"M agna 9. M SPACING 24.0' NSS/1P1 1-ISPA SECTION S. - -_ CV CD G3.. c c C' �_W 'C -CRAIG SCHROEDER - NNT-2 6 TOP CHORD 2x6 OF -L SS BOT CHORD 2x6 OF -L SS WEBS 2x4 DF -L Standard r PLATES DESIGNED FOR GREEN LUMBER PER NOS -91 TABLE 7.3.3. ADDITIONAL LOADS ------ (LUMBER OUR.FAC.-1.00 / PLATE OUR.FAC.-I.00) BC - From 410 PLF at 0.47 to 410 PLF at 7.53 ]O'PSF BC LIVE LOAD PER UBC. W3X W5X4a W2.5X4 ■ W6X8® W2.5X4 W 1po 0-jw0 Deo 1 3-6-6 _1- 3-6-6 1 i-7-0-12 Over 2 Supports--� R-2000 W-2' 9-2000 W-2' THIS DWG PREPAREO T;RON COMPUTER INPUT (LOADS 6 DIMENSIONS) SURXIIIEO BY TRUSS HFA. ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE TC B• 24.00' OC 8 BC Q 72.00' OC. DEFLECTION MEETS L/240.00 LIVE AND L/180,00 TOTAL LOAD. RECOMMENDED CDNNECTIOA FOR 12-0-0 TRUSSES FRAMING TO THE BOTTOM CHORD"® 24' O.C.: SIMPSON LUS26. SEE CATALOG C-PT95H-1 FOR NAILING SPECIFICATIONS. [UNLESS OTHERWISE SPECIFIED, SUPPORTED MEMBERS HAVE IDENTICAL LUMBER AND MINIMUM HEEL HEIGHT OF SUPPORTING GIRDER.) Ta PLT TYP. Have TPI -95 Des1 n Criteria: TPI STD 18.2[4 CA 1 - F Scale -.375' Ft. .-WARMING.- TIOSfff 10VU( CI TIT At CAFE IN AOR CATION. YAYDl1M0, fN NgG. IISTALLIRO AID ERACIAI. R9TE1 To.11.01 (MAIDLIMO INSTILLIN0 AID 114CIY91. PMOLISA1D 9F Til InafS PLATE In1I1101T. Sal 0.0110 At O D/.. E��w TC LL 50.0 PSF REF R427--10875 701 Tit too. MADISON. 11 13710), FDI SAFETY 1AACTICIS ?RICO TO 111fCAM110 IAE1t FDaCT10M1. ONIrEE OTNCINIII 1101CATID. TOP CHORD SNAIL MAT[ PAOPIRLT AIIACH90 TC D L 10.0 PSF DATE 06/12/98 STIYCIIALl PANEL a0TIOM CMOs SMALL MATT A PADPSILI RTFACNlO 41050 CEILING. •'IMPORTANT— IUIEIso I COPT DF TM If DESIGN TO 711 INSTALLATION C0ITUCIOM. WINE 4191MICAID 140011111. IMC. SHALL Vol DE AE SI ONE, at, FOR ART KIIRFIOA Flow TNI1 OES10N; ANT SATIRE TO 198 A BC DL 10.0 PSF pRW CAUSR427 98163002 NININ jk 6UCA0 OIto r of TTNOffI[14 COTYIiMD[StCfANCt tCOaIORMfT11 SPIT aY11Y APR/lICAOtC AOY19101ff0/ll�f (MAIIINSOtIIIDtSAS lldOl BC LL 0.0 PSF CA -ENG AE8/CWC EPtCI/ftATIOI PDOLISKO OT 711 AAIRICAN NORRIS AID PAPER ASIOCIATION) UO Irl. WINE CORRECTOR[ ANE MAO! Of EO04 ASTM ASS3 6140 OALI. STI(L. ESCIPT'AE NOTIO. APPLY CON1147441 TO EMR FACE Of EIUIS, AND 01191E DTMERNISE LOCATED 01 (MLS DESIRE, POSITION CDALCCT04S PEN INS,oRAY1I 110 A -S. THE Ta SIAL 71 THIS ONAITAO 1131!1191 ACCCiTA7#11 D1 PAWITT0AAl (1011[[1110 S� tO' 9 � �• .* AI Ni SfOITAllL1111 /MTKIRAREO� Dh913 0 I3o$RE T 013161 M11fO131a11ITT Or IML MOILOID010CSI48INsrFla 1915 ANSI/Too 1.3191 St CrloA 1. * * [ TOT. L0. DUR .FAC . SPACING 70.0 PSF 1 . 00 24.0" SEON - 54332 FROM E D .. COUNTY OF BUTTE. BUILDING DIVISION TM " DEPARENT OF DEVELOPMENT SERVICES 411 Main Street, Chico, CA.- (530).891-2751 7 County Center Drive - Oroville, CA - (530) 538-7541 CORRECTION NOTICE 4:;)� OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should tie corrected. Please notice this office when correction. of work is completed. If you have any questiohs pertaining to this matter, or need additional explanation, Please contact this office immediately �- �;; LST /l/1�ff PL5/z G� & 7'-0 C40 M� A o 0 LIMITED STRUCTURAL GALGULATI.O_NS FOR . REI" IODEL OF PERMIT -97.-1881 FOR Gordon Thomas JOB SITE APN 058-0-90-107 t" IAGALIA, GA A•E•C GROUP ARCHITECTURE + ENGINEERING,+ CONSULTING Q / Larry J. Warner A.I.A., ARCHITECT v 389 CONNORS CT;, . SUITE D CHICO, CALIFORNIA 95926 '," 530-892-8008 OUTTF CoC7kut 3U, fLDING DEPARTMe ' V PROJECT: THOMAS REMODEL PROJ. No. THOMAS -1 LOCATION: MAGALIA, CA DATE: 9/27/00 BY: LJW PAGE 1 OF 2 \ CODES: Uniform building code, 1997 Edition AISC, Manual of steel construction, •9th Edltibn ACI, -Manual of Concrete Practice, 1988 Edition AITC, Timber Construction Manual MATERIAL: Concrete: f c = 2,500 psi min. @ 28 days Masonry: f = 1500 psi Mortor: f = 1800 psi, Type "S" Grout: f c = 2500 psi @28 days. Steel Reinforcing: ASTM A-615 Grade 40 for #4 or smaller ASTM A-615 Grade 50 for #5 or larger Structural Steel: ASTM A-36 Steel Pipe: ASTM A53 Grade B: Steel Tubing: ASTM A500 Grade A or B Machine Bolts: ASTM A307 Grade A Anchor Bolts: ASTM A307 Grade A, unfinished Wood Connectors: Simpson Strong -Tie or -equal - Wood: Light Framing: Const. Grade Douglas Fir Struct. Lt Framing, Joists & Planks: Doug, Fir No. 2 Beams & Stringers, Posts & Timbers`."Doug Fir No. 1 Plywood" A.P.A. Rated sheathing; Grade CD, UBC Std.25=9 • - Glue -Lam Timber: ANSI / AITC A190.1-1983 Simple Spans: 24F -V4 Combination Cantilevers: 24F -V8 Combination LOADS: Roof Live Load: 30 psf Snow Floor Live Load: 40 psf Seismic Zone: 3 Wind Speed: .75 mph Exposure: B Method 2 used unless noted otherwise. Allowed Soil Bearing: 1,500 psf NOTE: Any structural or non-structural items that are not specifically addressed in the following calculations and or details are designed by others and are not the responsibility of AEC Group, Larry J. Warner AIA, Architect. Verification of the soil conditions at the project site to determine the expansive'or bearing capacity is by others. AEC GROUP., Larry J. Wamer AIA, Architect, 389-D Connors Ct., Chico, CA 95926, 530-892-8008 PROJECT: THOMAS REMODEL PROD. No. THOMAS -1 LOCATION: MAGALIA, .CA DATE: 9/26/00 BY:' LJW PAGE 2 OF 2 ROOF DEAD LOAD CALCULATIONS CONVENTIONAL FRAMED ROOF TRUSSED ROOF SYSTEM ROOFING 2.5 PSF ROOFING 2.5 PSF 1/2" CDX PLY 1.5 1/2" CDX PLY 1.5 - TJ1 @ 24" O.C. 1.1 TRUSSES@ 24" O.C. 3.5 TH @ 24" O.C. 1.1 5/8" GYP BRD. 2.8 5/8" GYP BRD. 2.8 INSUL 0.5 INSUL 0.5 MISC 0.5 MISC 0.5 TOTAL 10.0 PSF TOTAL 11.3 PSF USE 10.0 PSF. USE 12.0 PSF. FLOOR SYSTEM ( 2x FRAMING FLOOR) ( TRUSS FRAMING FLOOR) 3/4" CDX PLY 2.3 PSF 3/4" CDX PLY 2.3 PSF JOIST 2.2 TRUSS 2.5 INSULATION 0.6 1/2" GYP BRD 2.2 GYP 2.2 MISC& INSUL 1.5 FLOORING 15 FLOORING 1.5 MISC 0.5 TOTAL 9.3 PSF TOTAL. 10,0 PSF USE 10.0 PSF. USE 10.0 PSF. EXTERIOR FRAMED WALLS INTERIOR FRAMED WALLS EXT. FINISH 3.0 PSF GYP. BRD 2.2 PSF SHEAR PLY 1.5 •FRAMING 2.0 FRAMING 2.0 GYP. BRD 2.2 GYP BRD 2.2 FINISHOES N/A INT. FINISH 0.2 INSUL N/A INSUL 0.3 TOTAL 9.2 PSF TOTAL... ..6.4 PSF . USE 9.2 PSF. USE 6.4 PSF. DECKS DECKING 4.0 PSF MISC 0.5 , FRAMING 1:1 TOTAL 5.6 PSF USE 6.0 PSF AEC GROUP., Larry J. Warner AIA, Architect, 389-D.Connors Ct.., Chico, CA 95926, 530-892-8008 .a . b' x. $jo 4 IM �- I' LL --� ----� --- i Fy FF LL J LL � F f t_, L yu O , J a ------------ 49 I(h h -i n LA G Q � 3Q g S m .17 Mal Mal al .17 Column( 97 UBC (91 NDS) ) StruCalc 4.06 Bv: LarryWarner, AEC Group on: 09-26-2000 Prosect: THOMAS - Location: CARPORT BEAM COL PSI Summary: .PSI _.. 55,xS.S 8.0 FT // #2 DOUGLAS FIR -LARCH - Dry Use PSI Section Adequate By: 2.90% -` PSI Base Reactions: PSI Live: R L= Dead: RD= Total: RT= Axial Loads: PSI Live Loads: PL= Dead Loads: PD= Total Loads: PT= Column Data: Length: L= Column End Condition: Ke= Maximum Unbraced Length (X Axis): Lx= Maximum Unbraced Length (Y Axis): Ly= Eccentricity (X Axis): ex= " Eccentricity (Y Axis): ey= Column Design Stresses: Compressive Stress: Fc= Modulus of Elasticity: E_ Bending Stress (X Axis): Fbx= Bending Stress (Y Axis): " ' Fb = y— Adjusted Properties: Fbx': Fbx'= Adjustment Factors: Cd=1.00 Cf=1.00 Fby': Fby'= Adiustment Factors: Cd=1.00 Cf --1.00 Fc'(parallel): Fc'_parl= Adiustment Factors: Cd=1.00 Cp=0.91 Controlling Direction: • �• - Compressive Stress: fc= Allowable Compressive Stress: Fc'= Column Properties: Column Section (X Axis): dx= Column Section (Y Axis): dy= Area: A= Section Modulus (X Axis): Sx= Section Modulus (Y Axis): Sy= Length Depth Ratio: Lex/dx= Ley/dy= Column Bending Calculations: Combined Stress Factor: CSF= 5280 LB 2231 LB 7511 LB 5280 . LB...,_.. 2164 LB 7444 LB 8.0 FT 1.0 8.0 FT 8.0 FT 0.00 IN 0.00 IN 475 PSI 1300000 PSI 700 .PSI _.. 700 PSI 700 -` PSI 700 PSI 431 PSI* '" (Y Axis) 246 PSI 431 PSI 5.50 IN 5.50 IN 30.25 IN2 27.7 IN3 27.7 ' IN3..:._.. 17.5 17.5 IVYA Uniformly Loaded Floor Beam( 97 UBC (91 NDS) 1 StruCalc 4.06 By: Larry Warner, AEC Group on: 09-26-2000 Proiect: THOMAS - Location: CARPORT BEAM -2 Summary: 5.50 IN _x IL53 P}*42-9-F� - DOUGLAS FIR -LARCH - Dry Use SiEl[ii—on Adequate By: 14.6% Controlling Factor. Area / Depth Required 10.41 In Deflections: Dead Load:. DLD= 0.08 IN Live Load: LLD= 0.1.8 .. • IN = L/782 Total Load: TLD= 0.26 IN = U555 Reactions (Each End): Live Load: RL= 2640 LB Dead Load: RD= 1082 Total Load: RT= 3722 LB Bearing Length Reqd.: BL= 1.08 IN " Beam Data: Span: L= 12.0 FT Maximum Unbraced Span: Lu= 0.0 FT Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: U 240 Floor Loading: Floor Dead Load: DL= 15 PSF Side One: Floor Live Load: LL1= 40 PSF Tributary Load Span(Side One): TW1= 5.5 FT Side Two: Floor Live Load: LL2= 40 PSF Tributary Load Span(Side Two): TW2= 5.5 FT Live Load Duration Factor: Cd= 1.00 Wall Load: WALL= 0 PLF Average Uniform Live Load:' LLave= 40 PSF.--.-, Beam Loading: Beam Total Live Load: wL= 440 PLF - Beam Self Weight: BSW= 15 PLF Beam Total Dead Load: wD= 180 PLF Total Maximum Load: WT= 620 PLF Controlling Total Design Load: wTcont= 620 PLF Properties For. #1- DOUGLAS FIR -LARCH Bending Stress: Fb= 1350 PSI Shear Stress:. .. Fv= 85 PSI Modulus of Elasticity: E_ ' 1600000 "' PSI Stress Perpendicular to Grain:. Fc_perp= 625 PSI Adjusted Properties: Fb' (Tension): Fb'= 1350 -PSI -; Adjustment Factors: Cd=1.00 Cf=1.00 FV: Fv'= 85 PSI •" Adiustment Factors: Cd=1.00 Design Requirements: Maximum Moment: M= 11167 FT -LB Shear ((a d from beam end): V= 3128 LB,. Comparisons With Required Sections: • ".. Section Modulus: Sreq= 99.3 IN3 S= 121.2 IN3 Area: Areq= 55.2 IN2 A= 63.2 IN2 Moment of.lnertia: Ireq= 320.8 IN4 1= 697.0 IN4 Ja Floor Joist( 97 UBC (91 NDS) 1 StruCalc 4.06 By: Larry Warner, AEC Group on: 09-26-2000 . . Protect: THOMAS - Location: FJ -1-1 LOWER FLOOR FLOOR JOIST - Summary: 1.50 IN x 5.50 INA -8,0 -FT A 16.00 O.C. / #2 - DOUGLAS FIR -LARCH - Dry Use 6UIf on Adequate By: 48.6 on ro i Factor: Section Modulus / Depth Required 4.51 In Deflections: - Interior Span Live Load: LLD= 0.08 IN = U1141 Interior Span Total Load: "' "" "' TLD= 0.11 IN = U878 Bearing Length Reqd.: BL1= 0.30 IN Bearing Length Reqd.: BL2= 0.30 IN Equivalent Wall Loadings: Left End: WTL1= 208 PLF Right End: WTL2= 208 PLF Joist Reactions: "' • ' Left End Total Load Reactions:... R1max=. 277 LB .. R1min= 0 LB..._.. Right End Total Load Reactions: R2max= 277 LB Joist Data: R2min= 0 LB Span: L= 8.0 FT Maximum Unbraced Length: Lu= 0.0 FT Live Load Deflect. Criteria: U 480 Total Load Deflect. Criteria: U 360 'Joist Loading: Uniform Live Load: LL= 40 •• . PSF Floor Duration Factor: Cd= 1.00 Code Required Concentrated Live Load: LLconc= 0 LB Uniform Dead Load: DL= 12 PSF Joist Live Load: wL= 53 'PLP -,- Joist Dead Load: wD= 16 PLF Properties For: #2- DOUGLAS FIR -LARCH Bending Stress: Fb= 875 PSI Shear Stress: Fv= 95 PSI Modulus of Elasticity: E= 1600000 PSI Stress Perpendicular to Grain: Fc_perp= 625 PSI - Adjusted Properties Fb' (Tension): "..,.., . Fb'= 1308 PSI Adjustment Factors: Cd=1.00 Cf=1.30 Cr -1.15 Fv': Fv'= 95 PSI • Adjustment Factors: Cd=1.00 Design Requirements: Maximum Shear: V= 277. LB Note: Critical V created by combining all dead loads and w live loads-., Maximum Moment: M= 555 FT -LB Note: Critical M created by combining all dead'loads and w live loads. " Decking Information: Plywood Thickness T= 0.75 IN Plywood is glued Moment Of Inertia Calculations For Glued Floor: Joist Area: Aioist= 8.3 IN2 Plywood Area: Aply= 2.0 IN2 Section Centroid: C= 3.36 IN ABOVE BASE Moment Of Inertia: Icomb= 36.6 IN4 Comparisons With Required Sections:....... Section Modulus: Sreq= 5.1 IN3 Area: S= 7.5 IN3 Areq= 4.4 IN2 A= 8.2 IN2 ~; Moment of Inertia: Ireq= (comb= 15.4 36.5 IN4 I -N4 - Floor Joistf 97 UBC (91 NDS) ) StruCalc 4.06 By: Larry Warner, AEC Group: on: 09-26-2000 Prosect: THOMAS - Location: CARPORT FLOOR JOIST 7 Summary: -- 1.50 IN x 7.25 IN x 11.5 FTO.C. / #2 - DOUGLAS FIR -LARCH - Dry Use cti aon Adequate By: 9. Controlling Factor: Section Modulus / Depth Required 6.94 In Deflections: Interior Span Live Load: LLD= 0.18 IN = L/785 Interior Span Total Load: TLD= 0.24 IN = U571 Bearing Length Reqd.: BL1= 0.45- IN Bearing Length Reqd.: BL2= 0.45 IN Equivalent Wall Loadings: Left End: WTL1= 316 PLF Right End: "` ' WTL2= '316 "' PLF Joist Reactions: " Left End Total Load Reactions: R1max= 422 LB R1min= 0 LB Right End Total Load Reactions: R2max= 422 LB R2min= 0 LB - Joist Data: " ' Span: L= 11.5 FT Maximum Unbraced Length: Lu= 0.0 FT Live Load Deflect. Criteria: U 480 Total Load Deflect. Criteria: U 360 Joist Loading: " Uniform Live Load: LL= 40 PSF Floor Duration Factor: Cd= 1.00 Code Required Concentrated Live Load: LLconc= 0 LB Uniform Dead Load: DL= 15 PSF Joist Live Load: wL= 53 PLF Joist Dead Load: wD= 20 PLF Properties For. #2- DOUGLAS FIR -LARCH Bending Stress: Fb=. .875 PSI , Shear Stress: Fv= 95 PSI` Modulus of Elasticity: E= 1600000 PSI Stress Perpendicular to Grain: Fc_perp= 625 PSI Adjusted, Properties Fb' (Tension): Fb'= 1208 PSI Adjustment Factors: Cd=1.00 Cf=1.20 Cr -1.15 FV: Fv'= 95 PSI Adiustment Factors: Cd=1.00 Design Requirements: Maximum Shear:' V= .422 .. , LB Note: Critical V created by combining all dead loads and w live loads. Maximum Moment: M= 1212 FT -LB Note: Critical M created by combining all dead loads and w live loads. Decking Information: 1• _1- . Plywood Thickness T= 0.75 IN Plywood is glued ' Moment Of Inertia Calculations For Glued Floor.- loor:Joist JoistArea: Aioist= 10.9 IN2 Plywood Area: Aply= 2.0 IN2 Section Centroid: C= 4.25 IN ABOVE BASE Moment Of Inertia: (comb= 74.7 IN4 Comparisons With Required Sections: • ..•.• Section Modulus: Sreq= 12.1 IN3 S= 13.1 IN3 Area: Areq= 6.7 IN2 A= 10.8 IN2 Ireq= 47.1 IN4 Moment of Inertia: Icomb= 74.6 IN4 Floor Joistf 97 UBC (91 NDS) ) StruCale-4.06 By: Larry Warner, AEC Group on: 09-26-2000 Proiect: THOMAS - Location: DJ -1 CANT. DECK JOIST Summary: — L50JN N0�(ZD� O.C. ! #2 - DOUGLAS FIR -LARCH -:'DN Use Section Adequate yy 222.9% Controlling Factor: Area / Depth Required 4.85 In ... . Deflections: - Cant Tip 1 Live Load: LLD1= 0.04 IN Cant Tip 1 Total Load: TLD1= 0.06 IN Interior Span Live Load: LLD= -0.01 IN = U5730 Interior Span Total Load: TLD= -0.01 'IN"L/4924 Bearing Length Reqd.: BL1= 0.31 IN Bearing Length Regd.: BL2= 0.02 IN Equivalent Wall Loadings: Left End: WTL1= 221 PLF Right End: WTL2= 15 PLF Joist Reactions: Left End Total Load Reactions: R1 max-- 294 LB R1min= 0 LB Right End Total Load Reactions:.. 132max=..• 20. LB Note:Design For Uplift Loads R2min= -41 1B""_" Joist Data: Span: L= 6.0 <" FT Maximum Unbraced Length: Lu= 0.0 FT Live Load Deflect. Criteria: U 480 Total Load Deflect. Criteria: U 360 Joist Loading: Uniform Live Load: LL= 0 PSF Floor Duration Factor: Cd= 1.00 Code Required • Concentrated Live Load: .•-LLconc= 0. ...LB Uniform Dead Load: DL= 6 PSF Joist Live Load: wL= 0 PLF Joist Dead Load: wD= 8 PLF Cantilever: - ... Span: CS1= 3.0 FT Uniform Live Load: LL1= 40 PSF Uniform Dead Load: DL1= 10 PSF Joist Live Load: wL1= 53 PLF Joist Dead Load: wD1= 13 PLF Wall Live Load Na cant end): WALL1 LL= 0 PLF. • �- Wall Dead Load (A cant end): WALL1_DL= 10 PLF ,.. Properties For. #2- DOUGLAS FIR -LARCH ", .,...., Bending Stress: Fb= 875 PSI Shear Stress: Fv= 95 PSI Modulus of Elasticity: E= 1600000 PSI Stress Perpendicular to Grain: Fc_perp= 625 PSI Adjusted Properties Fb' (Tension): Fb'= 1208 PSI Adiustment Factors: Cd=1.00 Cf=1.20 Cr -1.15 . Fb' (Compression Face in Ten5i6n fEnd 1)): Fb'l= 1208- •PSI•• --• Adjustment Factors: Cd=1.00 Cf=1.20 Cr -1.15 FV: Fv'= 95 PSI Adiustment Factors: Cd=1.00 Design Requirements: Maximum Shear: V= 213 LB • Note: Critical V created by combining all dead loads and w1 live loads. Maximum Moment: M= -340 FT -LB Note: Critical M created by combining all dead loads•and w1 live loads. Comparisons With Req uired. Sections:........ Section Modulus: Sreq= '3.4 IN3 S= 13.1 IN3 Area: Areq= 3.4 IN2 A= 10.8 IN2 • „;.... Ireq= 14.3 IN4 Moment of Inertia.- 1= 47.6 IN4 - 13 Floor Joistf 97 UBC (91 NDS) I StruCalc 4.06 By: Larry Warner, AEC Group on: 09-26-2000 Prosect: THOMAS - Location: DJ -2 DECK JOIST (cit LOWER DECK Summary: 1..50 IN x 5.50 IN x 6.0 FT (d) 24.00 O.C. / #2 - DOUGLAS FIR -LARCH - Dry Use Seati-66dequate y:on rolling Factor: Area / Depth Required 2.06 In Deflections: Interior Span Live Load: " ' LLD=' 0.00 ' 'IN -V720000 Interior Span Total Load: TLD= 0.01 IN = U6847 Bearing Length Reqd.: BL1= 0.04 IN Bearing Length Regd.: BL2= 0.04 IN Equivalent Wall Loadings: • ' Left End: WTL1= 18 PLF Right End: WTL2= 18 PLF Joist Reactions: Left End Total Load Reactions: R1 max= 36 LB R1min= LB Right End Total Load Reactions: R2max= .0.., 36 LB R 2min= 0 LB Joist Data: Span: L= 6.0 'FT' _, ... Maximum Unbraced Length: Lu- 0.0 FT Live Load Deflect. Criteria: U 480 Total Load Deflect. Criteria:. U 360 Joist Loading: , Uniform Live Load: LL= 0 PSF Floor Duration Factor: Cd= 0.90 Code Required Concentrated Live Load: LLconc= 0 LB .� Uniform Dead Load: DL= 6 PSF Joist Live Load: wL= 0 PLF Joist Dead Load: wD= 12 PLF Properties For: #2- DOUGLAS FIR -LARCH Bending Stress: Fb= 875 PSI Shear Stress: Fv= 95 PSI Modulus of Elasticity: E= 1600000 PSI Stress Perpendicular to Grain: Fc_perp= 625 PSI Adjusted Properties Fb' (Tension): Fb'= 1177 PSI • ,Adjustment Factors: Cd=0.90 Cf=1.30 Cr -1.15 FV: Fv'= 86 PSI Adiustment Factors: Cd=0:90 Design Requirements: Maximum Shear: V= 36 LB Note: Critical V created by w dead load. Maximum Moment: M= 54 FT -LB Note: Critical M created by w dead load. Comparisons With Required Sections: •" Section Modulus: Sreq= 0.6 IN3 S= 7.5 IN3 Area: Areq= 0.7 • I N2 k •. - " A= 8.2 IN2 ` Ireq= 1.1 IN4 •" . Moment of Inertia: I= 20.7 IN4 Floor Joist( 97 UBC (91 NDS)1 StruCalc 4.06 By: Larry Warner, AEC Group on: 09-26-2000 Protect: THOMAS - Location: DJ -3 DECK JOIST @ LOWER DECK IN = U442 Summary: IN 1.50 IN x 7.25 IN x 10.0 FT •(&24.00 O.C: / #2 -DOUGLAS FIR -LARCH,- Dry•Use Se—r iea-Adequate By: 5.9% Controlling Factor: Moment of Inertia / Depth Required 7.11 In Deflections: PLF Interior Span Live Load: LLD= Interior Span Total Load: TLD= Bearing Length Reqd.: BL1= Bearing Length Regd.: BL2= .Equivalent Wall Loadings: LB Left End: WTL1= Right End: WTL2= Joist Reactions: Left End Total Load Reactions: R1max= 40 R1min= Right End Total Load Reactions: R2max= 0 R2min= Joist Data: PSF Span: L= Maximum Unbraced Length: Lu= Live Load Deflect. Criteria: L/ Total Load. Deflect. Criteria: V. Joist Loading: PSI Uniform Live Load: LL= Floor Duration Factor: Cd= Code Required Concentrated Live Load: LLconc= Uniform Dead Load: DL= Joist Live Load: wL= Joist Dead Load: wD= Properties For. #2- DOUGLAS FIR -LARCH Bending Stress: Fb= Shear Stress: .. F,.7 - Modulus of Elasticity: E= Stress Perpendicular to Grain: Fc perp:;: Adjusted Properties Fb' (Tension): Fb'= Adjustment Factors: Cd=1.00 Cf=1.20 Cr -1.15 Adiustment Factors: Cd=1.00 Design Requirements: Maximum Shear: V= Note: Critical V created by.combining all dead loads and w live loads. Maximum Moment: M= Note: Critical M created by combining all dead loads and w live.logds, Comparisons With Required Sections: Section Modulus: Sreq= S= Area: Are— Moment of Inertia: A= Ireq= 1= 0.24 IN =, L/.508. 0.27 IN = U442 0.49 IN 0.49 IN 230 PLF 230 PLF 460 LB 0 LB 460 LB. 0 LB 10.0 FT 0.0 FT 480 360 40 PSF 1.00 0 LB 6 PSF 80 PLF 12 PLF 875 PSI 95 PSI 1600000 PSI 625 PSI 1208 PSI • ^r 95 PSI 460 LB 1150 FT -LB 11.5 IN3 13.1 IN3 7.3 IN2 10.8 IN2 45.1 IN4 47.6 IN4 Floor Joist( 97 UBC (91 NDS) I StruCalc 4.06 By: Larry Warner, AEC -Group on. 09-26-2000 Project: THOMAS - Location: DJ -4 DECK JOIST c@ LOWER DECK Summary: .,...., 1.50 IN x 5.50 IN x 7.0 FT 00 24.00 O.C. / #2 - DOUGLAS FIR -LARCH - Dry Use SWffo .7% Controlling Factor. Moment of Inertia / Depth Required 4.98 In Deflections: Interior Span Live Load: LLD= 0.13 IN = U647 Interior Span Total Load: TLD= 0.15 IN = U562 Bearing Length Regd.: BL1= 0.34 IN Bearing Length Reqd.: BL2= 0.34 IN Equivalent Wall Loadings: Left End: WTL1= 161 PLF Right End: WTL2= 161 PLF Joist Reactions: Left End Total Load Reactions:' R1 max= 322 LB R1min= 0 LB Right End Total Load Reactions: R2max= 322 LB "Joist Data: R2min= 0 LB Span: L= 7.0 FT Maximum Unbraced Length: Lu= 0.0 .. • FT Live Load Deflect. Criteria: U 480 Total Load Deflect. Criteria: U 360 Joist Loading: M •• - Uniform Live Load: LL= 40 PSF Floor Duration Factor: Cd= 1.00 ' Code Required Concentrated Live Load: LLconc= 0 LB Uniform Dead Load: DL= 6 PSF Joist Live Load: wL= 80 PLF Joist Dead Load: wD= 12 PLF•.- . Properties For. #2- DOUGLAS FIR -LARCH Bending Stress:,.., Fb= 875 PSI Shear Stress: Fv= 95 PSI Modulus of Elasticity: E= 1600000 PSI Stress Perpendicular to Grain: Fc_perp= 625 PSI Adjusted Properties Fb' (Tension): Fb'= 1308 PSI Adjustment Factors: Cd=1.00 Cf=1.30 Cr -1.15 FV: Fv'= 95 PSI Adjustment Factors: Cd=1:00 Design Requirements: Maximum Shear: V= 322 LB Note: Critical V created by combining all dead loads and w live loads. Maximum Moment: M= 564 FT -LB Note: Critical M created by combining all dead loads and w live loads. Comparisons With Required Sections: Section Modulus: Sreq= 5.2 IN3 Area: S= Areq= 7.5 5.1 IN3 IN2 A= 8:2 ... IN2 Moment of Inertia: Ireq= 1= 15.5 20.7 IN4 IN4 Uniformly Loaded Floor Beam( 97 UBC (91 NDS)1 StruCalc 4.06 By: Larry Warner, AEC Group on: 09-26-2000 Proiect: THOMAS - Location: FG-1-1 TYP FLOOR GIRDER LOWER FLOOR Summary: 3.50 IN x 5.50 IN x 5.0 FT / #2 - DOUGLAS FIR-LARCH - Dry Use Se'c iea Ad ua a By-7-2-7.2% Controlling Factor: Section Modulus / Depth Required 4.88 In Deflections: Dead Load: DLD= 0.02 IN Live Load: "` ' ' LLD= 0.06 IN IN = U1035 Total Load: TLD= 0.08 IN = U787 Reactions (Each End): Live Load: RL= 800 LB—.. Dead Load: " ' RD= 252 LB Total Load: RT= 1052 LB •- Bearing Length Regd.: BL= 0.48 IN Beam Data: Span: L= 5.0 FT Maximum Unbraced Span: Lu= 0.0 FT . Live Load Deflect. Criteria: • • U 360 �...., Total Load Deflect. Criteria: U 240 Floor Loading: Floor Dead Load: DL= 12 PSF Side One: Floor Live Load: LL1= 40 PSF Tributary Load Span(Side One): TW1= 4.0 FT Side Two: Floor Live Load: LL2= 40 PSF Tributary Load Span(Side Two): TW2= 4.0 FT Live Load Duration Factor: "'" Cd= 1.00 Wall Load: WALL=.. 0 PLF.. Average Uniform Live Load: LLave= 40 PSF .. Beam Loading: Beam Total Live Load: wL= 320 PLF Beam Self Weight: BSW= 5 PLF Beam Total Dead Load: wD= 101 PLF Total Maximum Load: WT= 421 PLF Controlling Total Design Load: wTcont= 421 PLF Properties For: #2- DOUGLAS FIR-LARCH " Bending Stress: Fb= 875 PSI Shear Stress: Fv= 95 .. , PSI Modulus of Elasticity: E= 1600000 PSI Stress Perpendicular to Grain: Fc_perp= 625 PSI Adjusted Properties: Fb' (Tension): Fb'= 1138 PSI " Adjustment Factors: Cd=1.00 Cf=1.30 Fv': Fv'= 95 PSI ._ ... Adiustment Factors: Cd=1.00 Design Requirements: Maximum Moment: M= 1315 FT-LB Shear (A d from beam end):.. V= 859 LB.--,-- -Comparisons With Required Sections: Section Modulus: �. .,....., Sreq= 13.9 IN3 S= 17.6 IN3 Area: Areq= 13.6 IN2 A= 19.2 IN2 Moment of Inertia: Ireq= 16.9 IN4 1= 48.5 IN4 lr. Uniformly Loaded Floor. Beam[ 97 UBC (91 NDS) I StruCalc 4.06 By: Larry Warner, AEC Group.on: 09-26-2000 - Project: THOMAS - Location: DG -1 TYP. DECK GIRDER 'Summary: $.50 IN x 5.50 IN x6.67 FT / #2 - DOUGLAS FIR -LARCH - Dry Use Section Adequate By: 11.7% Controlling Factor, Section Modulus / Depth Required 5.20 In „ Deflections: Dead Load: " DLD= 0.02 IN „r .. Live Load: LLD= 0.13 IN = U607 Total Load: TLD= 0.15 IN- U518 Reactions (Each End): Live toad: RL= 767 LB Dead Load: RD= 131 LB Total Load: RT= 898 LB Bearing Length Reqd.: BL= 0.41 IN Beam Data: Span: L= 6.67 FT .:..._ Maximum Unbraced Span: Lu= 0.0 FT Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: U 240 Floor Loading: Floor Dead Load: DL= 6 PSF Side One: Floor Live Load: LL1= 40 PSF Tributary Load Span(Side One): TW1= 3.0 FT Side Two: Floor Live Load: LL2= 40 PSF Tributary Load Span(Side two);" TW2= 2.75 FT Live Load Duration Factor: Cd= 1.00 Wall Load: WALL= 0 PCF Average Uniform Live Load: LLave= 40 PSF,...... Beam Loading: Beam Total Live Load: wL= 230 PLF .. . . Beam Self Weight: - BSW= 5 PLF Beam Total Dead Load: wD= 39 PLF Total Maximum Load: WT= 269 PLF Controlling Total Design Load: wTcont= 269 PLF Properties For. #2- DOUGLAS FIR -LARCH ••. ....,. Bending Stress: Fb= 875 PSI ' Shear Stress: "' •'r Fv= 95 PSI Modulus of Elasticity: E= 1600000 PSI Stress Perpendicular to Grain: Fc_perp= 625 PSI Adjusted Properties: Fb' (Tension): Fb'= 1138 PSI Adjustment Factors: Cd=1.00 Cf=1.30 Fv': "'" Fv'= 95 PSI Adjustment Factors: Cd=1..00 • Design Requirements: Maximum Moment: M= 1497 FT -LB Shear (A d from beam end): V= 774 LB Comparisons With Required Sections: Section Modulus: Sreq= 15.8 IN3 S= 17.6 IN3 �� Areq= 12.3 IN2 A= 19.2 IN2 Moment of Inertia: Ireq= 28.8 IN4 . 1= . .48.5. ... IN4 EJ Uniformly Loaded Floor Beamf 97.UBG (9,j NDS)) StruCalc 4.06 By: Larry Warner, AEC Group on: 09-26-2000 Project: THOMAS - Location: DG -2 TYR. DECK GIRDER 4'-6" SPAN Summary: 3.50 IN x 5.50 IN x 4.5 FT / #2 - DOUGLAS FIR -LARCH - Dry Use Section Adequate By: 145.5% Controlling Factor: Section Modulus / Depth Required 3.51 In Deflections: Dead Load: DLD= 0.00 IN Live Load: LLD= 0.03 IN = U1976 Total Load: TLD= 0.03 IN = U1688 Reactions (Each End): Live Load: RL= 518 LB Dead Load: RD= 88, -.113 Total.Load: RT= 606 LB Bearing Length Reqd.: BL= 0.28 IN Beam Data: Span: L= 4.5 FT Maximum Unbraced Span: Lu= 0.0 FT Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: U 240 Floor Loading: Floor Dead Load: DL= 6 PSF Side One: Floor Live Load: LL1= 40 PSF ' • - Tributary Load Span(Side One): TW1= 3.0 FT _ Side Two: Floor Live Load: • • — LL2= 40 PSF Tributary Load Span(Side Two): TW2= 2.75 FT Live Load Duration Factor: Cd= 1.00 Wall Load: WALL= 0 PLF Average Uniform Live Load: LLave= 40 PSF Beam Loading: Beam Total Live Load: wL= 230 PLF Beam Self•Weight: BSW= 5 PLF Beam Total Dead Load: wD= 39 ' PLF.:_ .. Total Maximum Load: WT= 269 PLF Controlling Total Design Load: wTcont= 269 PLF Properties For: #2- DOUGLAS FIR -LARCH Bending Stress: Fb= 875 PSI Shear Stress: Fv= 95 PSI Modulus of Elasticity: E= 1600000 PSI Stress Perpendicular to Grain: Fc perp= 625 PSI Adjusted Properties: Fb' (Tension): Fb'= 1136..• PSI Adjustment Factors: Cd=1.00 Cf=1.30 • FV: Fv= 95 PSI Adjustment Factors: Cd=1.00 Design Requirements: -.. ...... - • ..... , Maximum Moment: M= 681 FT -LB Shear (00 d from beam end): V= 482 LB .Comparisons With Required Sections: Section Modulus: Sreq= 7.2 IN3 S= 17.6 IN3 Area: Areq= 7.7 IN2-.,-...... A= 19.2 IN2 ,.. Moment of Inertia: .. Ireq= 8.9 IN4 1= 48.5 IN4 Square Footing Design j 97 UBC (91 NDS) ) StruCalc 4.06 By: Larry Warner, AEC Group on: 09-26-2000 Proiect: THOMAS - Location: TYP PIER Summary: Size: 1.25 FT x 1.25 FT x 12.00 IN • Footing has been designed without reinforcement. " Footing Loads: Live Load: PL= 1600 LB Dead Load: PD= 504 LB Total Load: PT= 2104 LB - Ultimate factored load: Pu= 3426 LB Footing Properties: • r• , Allowable soil bearing pressure: Qs= 1500 PSF Effective soil bearing pressure: Qe= 1350 PSF Concrete compressive strength: F'c= 2500 PSI Selected Size: Length: L= 1.25 FT Width: W= 1.25 FT Area: A= 1.56 SF Ultimate bearing pressure: " Qu=• 2192 PSF - Column Base Dimensions: Length: 1= 3.50 IN Width: w= 3.50 IN Footing Size Selection: Required footing area: Areq= 1.56 SF Minimum footing size required: Lreq= 1.25 FT Footing depth based on shear stresses`. Selected footing depth: D= 12.00 IN Punching Stress Calculations: Critical perimeter: Bo= 54.00 "'IN Punching shear: .Vu1= 651 LB Punching shear stress: vu1= 2 PSI Allowable punching shear stress: vc1= 133 PSI Beam shear stress calculations: Beam shear: Vu2= 0. LB " Beam shear stress: vu2= 0 PSI Allowable beam shear stress: vc2= 67 PSI Bending Requirements: Factored moment: Mu= 3775 IN-LB,...._. Nominal moment strength: Mn= 40625 IN-LB Square Footing Design ( 97 UBC (91 NDS). ) StruCalc 4.06 By: Larry Warner, AEC Group on:. 09-26-2000 Protect: THOMAS - Location: FTG -DG -2 Summary: Size: 1.0 FT x 1.0 FT x 12.00 IN Reinforcement: #4 BARS @ 3.00 IN O.C. E/W Or (3) #4 BARS E/W Footing Loads: Live Load: PL= 1036 LB Dead Load: PD= 176 LB Total Load: PT= 1212 LB Ultimate factored load: Pu= 2008 LB Footing .Properties: Allowable soil bearing pres$yre:..... Qs= 1500 PSF Effective soil bearing pressure: " ' ' Qe= 1350'' ' PSF Concrete compressive strength: F'c= 2500 PSI Reinforcing steel yield strength: Fy= 40000 PSI Concrete reinforcement cover: c= 3.00 IN Selected Size: Length: L= 1.0 FT - •.. Width: W= 1.0 FT Area: A= 1.0 SF Ultimate bearing pressure: Qu= 2008 PSF Column Base Dimensions: Length: 1= 3.50 IN Width: w= 3.50 IN Footing Size Selection: Required footing area: Areq= 0.9 SF. Minimum footing size required: Lreq= 0.95 FT Footing depth based on shear stresses: Selected footing depth: D= 12.00 IN Effective steel depth: d= 8.25 IN Punching Stress Calculations: Critical perimeter: Bo=... IN Punching shear: Vu1= .47.00. 83 Punching shear stress: vu1= 0 PSI Allowable punching shear stress: vc1= 200 PSI Beam shear stress calculations: Beam shear: Vu2= 0 LB Beam shear stress: vu2= 0 PSI Allowable beam shear stress: vc2= 100 PSI Bending. Requirements: Factored moment: Mu= 1511 IN -LB Concrete compressive block depth: a= 0..01. ...IN Minimum Steel Requirements: Steel required based on moment: As(1)= 0.01 IN2/FT Minimum code required reinforcement: As(2)= 0.29 IN2/FT Controlling reinforcing steel: As reqd= 0.29 IN2/F7 Selected reinforcement: #4 BARS (M 3.00 IN. O.C. As= 0.79 IN2/FT PROJECT: - 44-I Alj , ° ...,P•ROJ. No. LOCATION: A� erLt m. cA.. DATE: , . 9 2k.oo . BY: PAGE 2( OF 21 A 31 ,p. A 3S p� r� 13 �oui ly Lu.lIr � A 3.5 —f1 F L J?--74,jb S A3s . NO7c4.4 &xl»i45 iZ 1 r1 J W ST S • 16��C° lZ OL C. l<(571 L,�:,�J h/a FV-*5 A b Lv(.lc F)( ST/Al PW 16" P.c. MAV A 3 S i �fj Z x B Lou�� ...X/J7! A.: LA—Me\- L� S?ITop p1O,,-7 r ! OL. ST u 0 b./a L�_ TITLE 24 REPORT Title 24 Report for: Thomas, Gordon Magalia, CA 95954 Project Designer: AEC Group, Larry J Warner 389-D Chico, CA 95926- 530-892-8008 .....Report. Prepared. By: Larry J Warner AIA CSI AEC GROUP 389-D Connors Ct. Chico, CA 95926 :...(.530) 892-8008 Job Number: Thomas -Gordon "' *JIT Date: "-i9 4 7 v� ..... 9/26/2000 - .. . - EP _ "'Opf ?0 V The EnergyPro computer program has been used to perform the calculations summarized in this compliance report. This program has appro it authorized by the California Energy Commission for use with both the Residential and Nonresidential 1998 Building Energy Efficiency Standards. This program developed by Gabel Dodd/EnergySoft, LLC (415) 883-5900. EnergyPro 2.1 By EnergySoft Job Number: Thomas -Gordon User Number: 5094 TABLE OF CONTENTS Cover Page .1... Table of Contents 2 Form CF -1 R Certificate of Compliance 3 Form MF -1 R Mandatory Measures Checklist 6 Form C -2R Computer Method Summary 7... du/ —r _. __ . sit ut' ��V% } PR6' EnergyPro 2.1 By EnergySoft Job Number: Thomas -Gordon User Number 5094 Certificate of Compliance: .Residential . (Part 1 of 2) CF -1 R.. Thomas. Gordon 9/26/2000 Project Title Date Magalia Exterior Floor / b4—r6awlspace (wm-6 Credit) Project Address Building Permit # AEC GROUP (530) 892-8008 Plan check I Date Documentation Author Telephone • , — • -- None Computer Performance 11 Field Check I Date Compliance Method (Package or Computer) Climate tone Enforcement Agency Use Only GENERAL INFORMATION Exterior Roof Total Conditioned Floor Area: 2,208 f (shadescreen etc.) Total Conditioned Slab Area: 0 ft2 Front Building Type: 40.0 (check one or more) 0.70 ® Single Family Detached (SFD) ❑ Addition Alone Woven Sunscreen—X❑ ❑ Single Family Attached (SFA) ❑ Existing Building Left ❑ Mur&Family ❑ Existing Plus Addition 155.0 Front Orientation: (Northwest) 315 deg Floor Construction Type: ❑ Slab Floor. Number of Dwelling Units: 1.00 Number of Stories: 2 " ' .FX] Raised Floor Component Type Frame Type Const. Assembly U -Value Location/Comments (attic, garage, typical, etc.) RA9 Floor (F.19.2x8.16) Wood 0.038 Exterior Floor / b4—r6awlspace (wm-6 Credit) R-19 Wall (W.192x6.16) Wood 0.065 Exterior Wall Solid Wood Door None 0.387 Exterior Door R-38 Roof (R.38.2(14.16) Wood 0.028 Exterior Roof FENESTRATION Shading Devices Type _. Orientation Area Labeled Fenestration Interior Exterior Overhang Side Fins (SF)., U -Value SHGC (roller blind, etc.) (shadescreen etc.) Yes / No Yes / No Front (Northwest) 40.0 0.51 0.70 Drapery Woven Sunscreen—X❑ ❑ ❑ X❑ Left (Northeast) 155.0 0.51 0.70 Drapery Bug Screen ❑ X❑ ❑ X❑ Right (Southwest) 12.0 0.50 0.73 Drapery ..Bug Screen ❑ X❑ ❑ ' X❑ ^; Right (Southwest) 160.0 0.49 0.70 Drapery Bug Screen ❑ X❑ ❑ X❑ Front (Northwest) 14.0 0.49 0.73 Drapery " ' 'Bug Screen ❑ X❑ ❑ X❑ Front (Northwest) 40.0 0.49 0.70 Drapery Bug Screen ❑ X❑ ❑X❑ Rear (Southeast) 40.0 0.49 0.70 Drapery Bug Screen ❑ X❑ ❑ X❑ Skylight 8.0 0.50 0.73 None None ❑ X❑ ❑ ' I' - ' ❑ El El>*' �� ❑ w KU101311tintgull 11111e. U01,991W Iu. 1u.u0 Imun e. it uvanguo '" — ; %` 1 By EneravSoft User. Number: 5094 Job Number: Thomas -Cordon 2 of -10 Certificate of Compliance: Residential (Part 2 of 2) CF -1 R Thomas, Gordon 9/26/2000 Project Title Date HVAC SYSTEMS Note: Input Hydronic or Combined Hydronic data under Water Heating Systems, except Design Heating Load. Distribution Heating Equipment Minimum Type and Duct or Type (furnace, heat Efficiency Location Piping Thermostat Location/ pump, etc.) (AFUE/HSPF)(ducts, attic, etc.) R -Value Type Comments Central Fgirna'p 90% AFUE Ducts in Conditioned n/a Setback HVAC System Cooling Equipment Minimum Duct Type (air conditioner, Efficiency Location Duct Thermostat Location/ heat pump, evap. cooling) (SEER) (attic, etc.) R -Value Type Comments Split Air Cond'ltiorw 11.0 SEER Ducts in Conditioned n/a. Setback HVAr System WATER HEATING SYSTEMS Rated .Tank Energy Facts 1 External Water Heater Water Heater Distribution # in Input Cap. or RecoveryStandby Tank Insul. System Name Type - ' " ' Type Syst. Btu/hr (gal) Efficiency- Loss (%) •R -Value A.O. SMITH FPSS1-224 Small Gas Standard L_ 43000 so 0.60 n/a n/a 7 For small gas storage (rated inputs of less than or equal to 75,000 Btu/hr), electric resistance and heat pump water heaters, list energy factor. For large gas storage water heaters (rated input of greater than 75,000 Btu/hr), list Rated Input, Recovery Efficiency and Standby Loss. For instantaneous gas water heaters, list Rated Input and Recovery Efficiency. REMARKS GUMNUANGE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title 24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features/Remarks section. Designer or Owner (per Business & Professions code) Documentation Author Name: Title/Firm: AEC Group, Larry J Wamer Address: 389-D Chico, CA 96926 Telephone: 53o4w sada Lic: #: (sig re) (date) En rcement Agency Name: Title/Firm: Address: Telephone: Name: ,- - "raft" blamer AIA CSI Title/Firm: AEC GROUP Address: 389.0 Connors Ct. Chico, CA 99926 Telephone- (5n 892 !ie ure) date)j. OWN Certificate of Compliance; Residential (Addendum) CF -1 R Thomas, Gordon 9/26/2000 Project Title . Date H .... Special Features and Modeling Assumptions The local enforcement agency should pay special attention to the items specified in this; checldiat. There 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 OCU vu Ulu auryuacy vl use UPM141 Jusunaauvn ana aocumenrauon suomnrea. Plan I Field HERS Required Verification These features must be confirmed and/or tested by a certified HERS rater'under the siiperVision of a CEC approved HERS provider. The HERS rater must document the field verification and diagnostic testing of these measures on a form CF -6R Plan Field The HVAC System "HVAC System" has All Heating Ducts, Plenums and the HVAC unit located totally within Conditioned space. A certified HERS rater must visually verify the installation of the HVAC unit, all Heating Ducts and Plenums. The HVAC System "HVAC System" has All Cooling Ducts, Plenums and the HVAC unit locatedtoteily within Conditioned space. A certified HERS rater must visually verify the installation of the HVAC unit, all Cooling Ducts and Plenums. 2.1 User Number: 5094 Job Number. Thomas -Gordon Of 10 Mandatory Measures Checklist: Residential 4F-1 R NOTE: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. items marked with an asterisk r) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as binding minimum component specifications. DESCRIPTION Instructions: Check or initial applicable boxes or enter N/A if not applicable. DESIGNER ENFORCEMEN Building Envelope Measures F15o(a): Minimum R-19 ceiling insulation in wood frame assembly, or equivalent U -value. 150(b): Loose fill insulation manufacturer's labeled R -value. / %� 150(c): Minimum R-13 wall insulation in framed walls or equivalent U -value (does not apply to exterior mass malls). X '� 150(d): Minimum R-13 raised floor insulation in wood framed floors. / ❑ 150(1): Slab edge insulation - water apsofpti p rate < 0.3%, water vapor transmission rate < 2.0 perm/inch. §118: Insulation specified or installed meets quality standards. Indicate type and form. / §116-17: Fenestration Products, Exterior Doors and Infiltration/Exfiltration Controls 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. 2. Manufactured fenestration products mal, A, with certified U -value, SHGC, and infiltration certification. 3. Exterior doors'and windows v eatherstripped; all joints and penetrations caulked and sealed. §150(gy Vapor barriers mandatory in Climate Zones 14 and 16 only. §150(f): Special infiltration barrier installed to comply with Section 151 meets Commission quality standards. §150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs. 1. Masonry and factory -built fireplaces have closable doors, outside air intake with damper and control, and flue damper and control; 2. No continuous burning gas pilots allowed. ace Conditioning, Water Heating and Plumbing System Measures §110-13: HVAC equipment, water heaters, showerheads and faucets certified by the Commission. §150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMAC" or ACOA. §150(1): Setback thermostat on all applicable heating and/or cooling systems. §1500): Pipe and Tank Insulation 1. Storage gas water heaters with less than 0.58 energy factor shall be externally wrapped with R-12. 2. Back-up tanks for solar system, unfired storage tanks, or other indirect hot water tanks have R-12 extemal insulation or R-16 combined internal/external insulation, piping between heat source and tank insulated. 3.Insulation on the first 5' of pipes closest to water heater tank, non -recirculating systems (R4 or greater), buried or exposed piping in recirculating sections of hot water systems, cooling system piping below 55 deg F. '§150(m): Ducts and Fans . 1. All ducts and plenums constructed; installed, insulated; fastened, and sealed to comply with the1CBO 1997 UMC sections 601 603; ducts insulated to a minimum installed R-4.2 or ducts enclosed entirely within conditioned space. Openings shall be sealed with mastic, tape aerosol sealant or other duct closure system that meets the applicable requirements of UL181, UL181S, or UL181 B and other applicable specified test for longevity given in 150(m). 2. Exhaust fans systems have back draft or automatic dampers. 3. Gravity ventilating systems servng conditioned space have either automatic or readily accessible, manually operated dampers. - §114: Pool and Spa Heating Systems and Equipment 1. Certified with 78% thermal efficiency, on-off switch, weatherproof instructions, no pilot or electric resistance heating. 2. System is installed with at least 36' of pipe between filter and heater, cover for outdoor pools as spas. 3. Pool system has directional inlets and a circulation pump time switch. §115: Central Furnaces, pool heaters, spa heaters or household cooking appliances have no constant pilot light. hting Measures §150(k)1: Luminaires for general lighting in kitchens shall have lamps with an efficacy 40 lumenstwatt or greater for general - lighting in kitchens. This general lighting shall be controlled by a switch on a readily accessible lighting control panel at an entrance to the kitchen. mt! /150(k)2: Rooms with a shower or bathtub must either have at least one luminaire with lamps with an efficacy of 40' or greater switched at the entrance to the room or one of the altemative to this requirement allowed in 150(k)2.; and recesse _� ceiling are IC (insulation cover) approved. yPro 2.1 By EnergySoft User Number: 5094 Job Number: Thomas -Gordon P :6 of 1C i% Computer Method Summary (Part 1 of 3) C -2R Thomas Gor on Project Title- 9/26/2000 Date Project Address Building Permit # AEC GRO IP (530) 892-8008 Documentation Author Telephone . Plan Check/Date Computer Performance Compliance Method (Package or C(mputer) 11 Glimate.Zgne I Field Check/Date Source Energy Use Standard Proposed Compliance (kBtu/sf-yr) Design Design Margin Space Heating 15.19 10.99 4,19 Space Cooling 13.04 18.29 -5.25 Domestic Hot Water 12.26 10.75 1:51' Totals 40.49 40.04 0.45 GENERAL INFORMA Conditioned Floor Area: 2,208 Floor Construction Type: ❑ Slab Floor Building Type: Single Fam Detached x❑ Raised Floor Building Front Orientation: (Northwest) 315 deg Number of Dwelling Units: 1.00 Total Conditioned Volume: 17,664 Number of Stories: 2 Slab Floor Area: 0 BUILDING ZONE INFORMATION # of Thermostat Vent Zone Name Floor Area ...Volume' Units Zone Type Type Hgt., Area Hva(,A`}pm 2,— 17 —1 M [ nndkinfled Cathank —8 —ala OPAQUE SURFACES Solar Act. Gains - Type Area U -Val. Azm. Tilt Y / N Form 3 Reference Location / Comments Comauter Method Summary_ . (Part 2 of 3) C -2R Thomas. Gordon r 9/26/2000 Project Title Date FENESTRATION SURFACES U -Value Act. Glazing Type Location/ # Type_ Area SHGC Azm. Tilt Comments 1 Window Front (Northwest) 40 Q 0510 070 31S _gD Vinvl-IiEil' 1st Floor 2 Window Left (Northeast) 25.0 ..0.510 0.70. 45 90 Vinyl-Dbl 1st Floor 3 Window Left (Northeast) 25.0 0.510 0.70 45 90 Vinyl-Dbl 1st Floor 4 Window Left (Northeast) 25.0 0.510 0.70 45 90 Vinyl-Dbl 1st Floor 5 Window Left (Northeast) 24.0 0.510 _0.70 45 90 Vinyl-Dbl 1st Floor Sz Window Left (Northeast) 8.0 0.510 0.70 - 5 _ 0 Vin -Dvl bl 1st Floor Z Window Right Southwest) 12.0 0.500 0.73 Vinyl-Dbl 1st Floor 8 Window Right (Southwest) 40.0 0.480 0.70 _225 225 _90 90 Vinyl-Dbl 1st Floor 5 Window Right (Southwest) 40.0 0.490 0.70 225 _ 0 Vinld-Dbl 1st Floor 10. Window . Front -(Northwest) 14.0 0.480 0.73 _�15 _ 90 Vinyl-Dbl 2nd Floor -U Window Front -(Northwest).. 40.0 • _ 0.490 .. 0_7 315 90 Vlnyl-Dbl 2nd Floor 12 Window Left (Northeast) 24.0 0.510 0.70 45 90 MMd-Dbl 2nd Floor 13• Window I aft (Northeast) 240 0510 0.70 Vjnyl_Dbi 2nd Floor 14 Window Rear (Southeast) 40.0 0.480 0.70135 _gam _90 90 Vinyl-Dbl 2nd Floor 15 Window Right (Southwest) 40.0 0.480 0.70 225 90 V n*Dbl .. .. 2nd Floor 1S Window Right (Southwest) 40.0 0.490 0.70 225 90 Vinyl-Dbl 2nd Floor 17 Skylight Front (North) 8.0 0.500 0.73 0 20 .Vi nyl-Dbl ,. 2nd Floor " INTERIOR AND EXTERIOR SHADING " Window Overhang' Left Fin Rigfit-Fin " # Interior Shade Type SHGC Exterior Shade Type SHGC Hgt. Wd. Len. Hgt. LE)d. RE& Dist Len Hgt Dist Len Hgt 1 Drapery 0.68 Woven Sunscreen 0.30 7.0 6.06.0 0.1 2.0 2.0 2 Drapery 0.66 Bug Screen 0.76 - - - - - - - - 3 Derry 0.68 Bug Screen 0.76 - - - - - - - - - - - - 4 Drapery 0.66 Bug Screen 0.76 - - - - - - - - - 5 D -eery 0.68 Bug Screen 0.76 - - - - - - - - - - - - 6 Drapery 0.68 Bug Screen 0.76 7 Drapgry 0.68 Byg Screen 0.76 - - - - - - - 8 Drapery 0.68 Bug Screen 0.76 - - - 9 Drapery 0.68 Bug Screen 0.76 10 Drapery 0.68 Bug Screen 0.76 - - - 11 'Drapery 0.68 Bug Screen - - - - - - - - - - 0.76 12 Drapery 0.66 Bug Screen _- 0.76 13 Drapery 0.68 Bug Screen 0.76 14 Drapery 0.6B Bug Screen _ 0.76 - - - - - 15 Drapery - 0.68 Bug Screen - - - - - - - - - - - - 0.76 16 Drapery 0.68 Bug Screen - - - - - - - - - - - - 0.76 17 None 1.00 None .- 1.00 Computer Method Summary . (Part 3 of 3) • C -2R Thomas, Gordon 9/26/2000 Project Title Date THERMAL MASS, FOR HIGH MASS DESIGN Area Thick. Heat Inside Location Type (so (n.) Cap. Cond. Form 3 Reference R -Val. Comments PERIMETER LOSSES WATER HEATING SYSTEMS Ratedl Tank Energy Facts Tank Insul. Water Heater Water Heater Distribution # in Input Cap. or Recovery Standby R -Value System Name Type Type Syst. (Btu/hr) (pal) Efficiencv Loss (%) Ext. A.O. SMITH FPSS0-224 For small gas storage (rated input — 75000 Btu/hr), electric resistance and heat pump water heaters, list energy factor. For large gas storage water heaters (rated input > 75000•BUhr), list Rated Input, Recovery, Efficiency and Standby Loss. For instantaneous gas water heaters, list Rated Input, and Recovery Efficiency. REMARKS Run mniauon r une: uarzeiuu 1u:lo:Ob Run Coder 96998820 2.1 By EnergySoft User Number: 5094 Job Number: Thomas -Gordon Pane a t�' J F2 Insulation - .. ' -- ' Type Length Factor R -Val. Depth Location / Comments HVAC SYSTEMS Heating Equipment Minimum Distribution Type Type (furnace, heat Efficiency . and Location Duct Thermostat Location/ pump, etc.) (AFU HSPF)(ducts/attic, etc.) R -Value Type Comments Central Fumi ce Hydronic Piping Pipe 90%AFUE Pipe Ducts in Conditioned Insul. n/a Setback HVAC System - System Name Length Diameter Thick. Cooling Equipment Minimum Duct . . Type (air conditioner, Efficiency Location Duct Thermostat Location/ heat pump, evap. cooling) (SEER) (attic, etc) R -Value Type—... Comments Split Air Conditioner 11.0 SEER Ducts in Conditioned n/a Setback HVAC System WATER HEATING SYSTEMS Ratedl Tank Energy Facts Tank Insul. Water Heater Water Heater Distribution # in Input Cap. or Recovery Standby R -Value System Name Type Type Syst. (Btu/hr) (pal) Efficiencv Loss (%) Ext. A.O. SMITH FPSS0-224 For small gas storage (rated input — 75000 Btu/hr), electric resistance and heat pump water heaters, list energy factor. For large gas storage water heaters (rated input > 75000•BUhr), list Rated Input, Recovery, Efficiency and Standby Loss. For instantaneous gas water heaters, list Rated Input, and Recovery Efficiency. REMARKS Run mniauon r une: uarzeiuu 1u:lo:Ob Run Coder 96998820 2.1 By EnergySoft User Number: 5094 Job Number: Thomas -Gordon Pane a t�' J Computer Method Summery (Addendum) C2 -R Thomas, Gordon 9/26/2000 Project Title Date Special Features and Modeling Assumptions The local enforcement agency should pay special attention to the items specified in this.choWdist. These Items require special written justification and documentation, and special verification to be used with the performance approach. The local enforcement aaencv determines the adennaev of the hintifreatinn and maw rainrt a huiidinn nr.dncinn that nth—A— n.. line based on the adequacy of the special justification and documentation submitted. Plan Field HERS Required Verification These features must be confirmed and/or tested by a certified HERS rater under the supervision of a CEC approved HERS provider. The HERS rater must document the field verification and diagnostic testing of these measures on a form CF -61C rPlan I Field The HVAC System "HVAC System" has All Heating Ducts, Plenums and the HVAC unit located totally within Conditioned space. A certified HERS rater must visually verify the installation of the HVAC unit, all Heating Ducts and Plenums. The HVAC System "HVAC System" has All Cooling Ducts, Plenums and the HVAC unit located totally within Conditioned space. A certified HERS rater must visually verify the installation of the HVAC unit, all Cooling Ducts and Plenums. Run 0 09126/0010:10:05 9 EnergyPro 2.1 By EnergySoR User Number: 5094 Job Number: Thomas -Gordon a bf 10 CO. LONGFELLOW. LUMBER v ■ Quality Truss Design ■ Roof & Floor Systems 89 Loren Avenue Chico, CA 95928-7434 (916) 893-.0112 FAX (916) 893-0140 Customer: Address: AP#: ;2A ?L— S C., -J, /2-0>Ek— `31/ L" L 0 G rC INC. Job No: i Alpine Engineered Products, Inc. Christian W. Chappell 8351 Rovana Circle Sacramento, CA 9582 y (916) 387-0116�� i ;Timber Products Inspection, Inc. s _ P.O. Box 20455 6J-' . ,� ' Q.Mr ,`'>y�'? �L1 Portland, OR 97220 (503) 254-0204" LONGFELLOW LUMBER CO. INC. Quality Truss Design - Roof & Floor Systems 89 Loren Avenue Chico, CA 95928-7434 (916)893-0112 - FAX (916)893-0140 (800) 678-0112 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. ❑ Do review the HIB -91 Summary Sheet's recommendations for handling, installing and bracing of wood trusses. ❑ 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 that 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 that 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 sequence and end -for -end orientation are correct., EP.-CSFLU R 66604'- FF1 STUB 040508 REPAIR TO STUB TRUSS 4-5-8. IREPAIR PROCEDURE c. -A-----------------------'--------------- . SHORE TRUSS TO RESTORE TO PRELOADED CONDITION. �) STUB TRUSS. I3) ADD WEBS WHERE SHOWN. �) ADD PLYWOOD GUSSETS WHERE SHOWN. N d' N W) ADD 4x2 OF -L Standard OR BETTER WEB. 0 (P) 1/2' PLYWOOD OR 1/2" OSB GUSSETS: APA RATED 24/0 SHEATHING. EXP.1. CULLED OF SURFACE DEFECTS IF SMALLER THAN 24" SQUARE. NAIL ONE GUSSET TO EACH FACE OF TRUSS, THROUGH ALL CHORD AND WEB MEMBERS. WITH 8d COMMON (0.131X2.5-) NAILS TO ALTERNATE FACES. SPACE NAILS NO CLOSER THAN 2" 0/C AND STAGGER ROWS TO PREVENT. SPLITS. CIRCLES INDICATE MINIMUM QUANTITY OF NAILS EACH FACE. (U) ORIGINAL PLATE MUST REMAIN UNDISTURBED. - 6 -0-8 _1-18" 12-0-0 30" Tve- cr� H V .J A C 3 R: T A w.-0-8 I w w z THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 D•IMENSIONS)-SUBMITTED BY TRUSS MFR. NOTE: SEE DRAWING CAUSR427 97241001 FOR LUMBER, PLATES, AND OTHER DATA NOT SHOWN HERE. AFTER COMPLETION OF REPAIRS, TRUSSES MUST BE INSPECTED BY THE TRUSS MANUFACTURER OR LOCAL BUILDING DEPARTMENT TO ASSURE COMPLIANCE WITH ALPINE DESIGNS AND SPECIFICATIONS. EDGE AND END DISTANCES AND SPACINGS FOR NAILS SHALL BE SUFFICIENT TO PREVENT SPLITTING OF THE WOOD AND MEET REQUIREMENTS OF 1994 UBC SECTION 2311.3.3. z w (F)la-Alb-. I.ul lu ril - 19-6'-8 Over 2 Supports � .tea R-708 W-3.5' I -6-Od 0 Tn1_nc Tlacinn Pn O 0 O N c_: .� ALPINE I AIOt� w PlodoeIN' IM S6a�oemloL CA 9Jb2! iter -RARNIBB•- TRUSSES REOPIRE INTNEME CME I6 FAIRICATIOA, HAHD►INO. SHIPPING, INSTALLING AND HMCING. HE, TO 915•61 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TNISS PLATE INSTITUTE. I" D'OROFNIO UR., SUITE 200, NAOISON. NI $3119). FOR SAFETY PRACTICES PATCH TO IEIfORNING THESEFUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SNAIL RATE PROPERLY ATTACKED STRUCTURAL PAR ELS. BOTTOM CHONG $NALL HAVE A PROPERLY ATTACHED 11610 CEILI66. '•IMPORTANT— FURNISH A COPY Of THIS DESIGN TO THE INSTALLATION COITNACTON. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT It RESPONSIBLE FOR ARV DEVIATION FROH THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IR CONFORMANCE MITI TPI: OR FAINICATIP6. RANKING. SHIPPING, INSTALLING AND 111, 111 1SSSS. THIN DESIGN CONFOANS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION POOL ED BY TIE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. A011E CURIECTURS ARE RACE OF 206A ASTR ASS3 GROG GLV. STEEL, EXCEPT AS NOTED. APPLY COINECTORS TO EACH FACE Of TRISS. AND ONLESS OTHERNISE LOCATED OH THIS DESIGN, POSITION CONVECTORS PER ORANINGS 160 A.I. THE SEAL OR TIES DAAWIR. INDICATES ACCEPTANCE OF PROFESSIONAL INGINIER111 AESPOPSIIILITY SOLELY FDR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND VIE OF THIS CON►OtENT►W ANY PARTICULAR IVILOING IS THE RESPONSIBILITY OF THE BOILOIH6 DESIGNER. PEA ANSI/T►I JIM SECTION 2. R-708 W-3.5" TC LL 40.0 PS TC DL 10.0 PS BC DL 5.0 PS BC LL 0.0 PS TOT.LD. 55.0 PS DUR-FAC. 1.00 SPACING 24.0" 1 1-0-81-4-0 +8-0-0 Scale -.375"/Ft. F REF R427--66604 F DATE 07/26/00 F DR W CAUSR427 00208022 F CA -ENG GTP/CMC F SEON - 15924 FROM MC EPCSFLOOR L 66604 - Fri- 'STUB 51100) - REPAIR TO STUB TRUSS 4-5-8. IREPAIR PROCEDURE N ) SHORE TRUSS TO RESTORE TO PRELOADED CONDITION. cL:) STUB TRUSS. I3) ADD WEBS WHERE SHOWN. co) ADD PLYWOOD GUSSETS WHERE SHOWN. N N W) ADD 4x2 DF -L Standard OR BETTER NEB. 0 zIP) I/2" PLYWOOD OR 1/2' OSB GUSSETS: APA RATED 24/0 SHEATHING, EXP.1, CULLED OF SURFACE DEFECTS IF SMALLER THAN 24- SQUARE. NAIL ONE GUSSET TO EACH FACE OF TRUSS, THROUGH ALL CHORD AND WEB MEMBERS, WITH 8d COMMON (0.131X2.5-) NAILS TO ALTERNATE FACES. SPACE NAILS NO CLOSER THAN 2. 0/C AND STAGGER ROWS TO PREVENT SPLITS. CIRCLES INDICATE MINIMUM QUANTITY OF NAILS EACH FACE. +fi (U) ORIGINAL PLATE MUST REMAIN UNDISTURBED. - THT3 DUG PREPARED FROM COMPUTER {NPUT (LOADS b DIMENSIOM5)-SUB14ITTED BY --TRUSS MFR. - NOTE: SEE DRAWING CAUSR427 97241001 FOR LUMBER, PLATES, AND OTHER DATA NOT SHOWN HERE. AFTER COMPLETION OF REPAIRS, TRUSSES MUST BE INSPECTED BY THE TRUSS'MANUFACTURER OR LOCAL BUILDING DEPARTMENT TO ASSURE COMPLIANCE WITH ALPINE DESIGNS AND SPECIFICATIONS. EDGE AND END DISTANCES AND SPACINGS FOR NAILS SHALL BE SUFFICIENT TO PREVENT SPLITTING OF THE WOOD AND MEET REQUIREMENTS OF 1994 UBC SECTION 2311.3.3. c" J �-4-1-0---' 18 12-0-0 0 30' Typ• •;ca (P)30"X16°,CUT TO FIT (P)8'X8" •w . rz . w �w w t-0--8 w �- z F1. 18-1-0 Over 2 Support R-655 W-3.5' _ R-655 W-3.5' o rn O O 0 N ri N . .-a ti F)-1 /CPM R* Z _T 1-0-8 1-4-0 IOU rrE _L +8-0-0 OSUMI, M..DA P%.- PPROVL't:,�" PLT TYP. Wave TPI -95 Design Criteria: TPI STD1 .. ARNIN6^ nnsfs AIOOIRE AMR CME U FABRICATION. NAPPING, SHIPPING, INSTA►UNR AND IRACtIB. HEfER TO MID -91 (BRIDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. SNS O'ONOFRIO DA.. SPITE E00. MADISON. NI S0)11). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. NILESS OTHERWISE INDICATED, TOP CHORD SHALL NAYS PROPERLY ATTACHED 19 Lmr. E40.0 CA - 2 - - R F PSF TC D L 10.0 PSF 41— - —1-- .. REF � R427--66604 DATE 07/26100 DRW CAUSR427 00208024 A L PINE �5,,,,.. ��.A�...p A1pmoHndmaedR.Ine BNNJN�CA 5328 STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACKED RIGID CEILING. ^1M90RTANT-" FURNISH A COPT OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE INDINIMED PRODUCTS, INC. SMALL NOT HE RESPONSIBLE FOR ARB DEVIATION FROM THIS DESIGN: All FAILURE TO BUILD THE T19SSES 10 CONFORMANCE NtTN TPI: 02 FABRICATING. HANDLING, SHIPPING. INSTALLING AND BRACiIc Oi nu6SE1. THIS DESIGN CONFORMS WITH APPLICABLE ►ROVISIOIS Or NDS (NATIONAL DESIGN TP1. ALPINE COMI CTONSIAREPMADESOFDIOU ASTH A663 644 RALGLI. STEEL. EICIPPBY 701 AREATCAN rMW AND PAPER CTIASINOTED � APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTNERPISE LOCATED OR THIS DESIGN. POSITION CONNECTORS PER ONAWINGS 160 A-E. TRE SEAL ON THIS OWING INDICATES ACCEPTANCE OF PROFESSIONAL 9001BEEIZIM BE S►ORSTOILITY SOLELY FOR TIE TRUSS COW HART DESIGN MWN. THE SUITABILITY AND USE OF THIS COMFON[IT FDA ANY PARTICULAR BPI LDINH IS THE RESPONSIBILITY OF TWE BUILDING DESIGNER, PER AISI/TPI 1-1990 SECTION I. 7 m 6 1 * * BC OL 5.0 PSF BC LL 0.0 PSF TOT. LD. 55.0 PSF CA -ENG / CWC SEQN - 15929 DU R .FAC . 1.00 FROM M C SPACING 24.0" 1 I. -((;5FLOUR -WALK IN CRAIG 5HROEUER /SINCLAIR - FYI) TOP CHORD 4x2 FL #1 BOT CHORD 4x2 FL #1 WEBS 4x2 FL Standard CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. NOTE: EXPECTED VERTICAL DEAD LOAD DEFLECTION — 0.21 '. EXPECTED VERTICAL LIVE LOAD DEFLECTION - 0.55 ". IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED A 24.00' a.c. IN ADDITION. A RIGID CEILING OR 2x4 #3 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED 0 72.00' a.c. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. [1] REV 07/26/00 GTP - ATTACHING CANT. SCAB. Ill TRUSS MAY HAVE CONVENTIONAL FRAMING ATTACHED TO CREATE 3-0-0 CANTILEVER CONDITION. DESIGN AND CONNECTION OF JOIST TO BE MADE BY OTHERS. Ten "V T011CC MCD IM13 uMb rMcrmcu rAVn wnru xc Anru1 -- REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. TRUSSES TO BE SPACED AT 16.0" O.C. MAXIMUM. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR. RECOMMENDED CAMBER TOP AND BOTTOM CHORDS 1/4- AT MIDSPAN. 4'1x--� � 10-6- 18" 12-0-0 . 30�p. W2.5X48 W-W3X4a W3X8- W1.5X4(R) e W1.5X4(R)Ea W2X41H W3X88 W1.5X4 W W3X4a W1.5X4 11 W1.5X4 II W3X4- W1.5X4 11 W2X4 11 i' 1-4-0 'T — _ COUN o W3X1Os W-HS2512W3X10B bB Au W3X88 W3X80 W2.5X4W3X6e 24-0-0 Over 2 Support _ 1 R-872 W=3.5' R-872 W-3.5' PLT TYP. Hi h Stren th Unknown TPI -95 R Design Criteria: UBC 18.1b8 CA/ -/I[ -/E/-/- Scale -.25"/Ft. ••WARNING —TRUSSES REQUIRE ETTRERE CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AMD TC LL 40.0 PSF REF_ R427--26713 I ACING. REFER TO HIB•91 (HANDLING INSTALLING AND SPACING). PUBLISWEO BY TPI (TRUSS PLATE aE1� INSTITUTE. 503 D•ONOFRIO DR.. SUITE 200. MADISON. WI S3719). FOR SAFETY PRACTICES PNtOI TO T C 0 L 10.0 P SF DATE 08/29/97 I EAFORNING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SMALL NAVE A PROPERLY ATTACHED RIGID CEILING. -IMPORT NT- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTAACTOR. ALPINE ENGINEERED +p BC DL 5.0 PSF DRW CAUSR427 97241001 PAOOUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM TBIS DESIGN: ANY FAILURE TO W ECA BUILD THE TRUSSES IB CONFOIHANCE WITn TPI; OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND OU aP B C L L 0 . 0 P S F CA -ENG GTP/CWC ALPINE 01ACIN6 OF TRUSSES. TBIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL OE i1GM tONAPECECTOR510ARE MAOESHED BY OFIOGATHE ASTMMA653AGRA0REST AND PAPER 6Al1STEENCEPTIASINOTEO.D TPI. APPLTACOBAECT00.S TO * TOT . L D . 55.0 PSF S E Q N - 4148 EACH FACE OF TRUSS. AND NNLESS OTHERWISE LOCATED ON THIS DESIGN. POSEY ION CONNECTORS PIA DRAWINGS 160 A-E. THE SEAL OA THIS DRAWING INDICATES ACCEPTARCI Of PROFESSIONAL ENGINEERING D U R .FAC . 1 . 0 0 FROM MC fit,, ,,,,,.,�,TESPONSIBIL TTY SOLELT FOR THE TRUSS COHPONEtlT DESIGN SHOWN. THE SUITABILITY AND USE Of THIS "Tim g �l Plvduds. Inc.ICOMPONENT fOR ANY PIATICULA0. BUILDING IS TBE RE SPONSIB it Til OF THE 0U[IDSNG DES18tlER. PER SPACING. 24.0" $eCS8IDmI0. CA 95928 AN$I iTPT I-1995 SECTION I. ' CSFLOOK-WALK 1N LKAIG JMKUtUtK /bIN1,LAIK ttl TOP CHORD 4x2 FL #1' BOT CHORD 4x2 FL #1 -WEBS 4x2 FL Standard CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. NOTE: EXPECTED VERTICAL DEAD LOAD DEFLECTION — 0.21 '. EXPECTED VERTICAL LIVE LOAD DEFLECTION — 0.55 ". IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED @'24.00" o.c. IN ADDITION.A RIGID CEILING OR 2x4 #3 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED @ 72.00" o.c. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. (1) REVISED 10/27/97 - PBC (SPACING) - FM IM1J UMb PKEPAKEU I'KUM cUMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. TRUSSES TO BE SPACED AT 16.0" O.C."MAXIMUM. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR. RECOMMENDED CAMBER TOP AND BOTTOM CHORDS 1/4" AT MIDSPAN. 30" Typ. 10-6-0 18" 12-0-0 W2X4III W1.5X4III W1.5X4III W3X4= W1.5X4(R) = W3X8= W1.5X41II W3X4= W2.5X4= W=W3X4= W1.5X41II T 1-4-0 W3X10= W2. 5X4 W3X6= W3X10= W3X8= W=HS2512 = W1 .5X4 III 24-0-0 Over 2 Support R=872 W=3.5" PLT TYP. High Stren th,Unknown TPI -95\R Design Criteria: UBC O O O Q ••YARNING•• TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SNIPPING, INSTALLING AND BRACING. REfEIT TO HIO -91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE .40.0 -10.0 ' 5.0 0.0 55.0 PSF PSF PSF PSF PSF �INSTITUTE. 587 D'ONOf10 OR., SUITE 200, MADISON, WI 57719), FOR SAFETY PRACTICES PRIOR TO PERFORMING TII[SE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SMAII MAYE PROPERLY ATTACNED DRW CAUSR427 97241001 CA -ENG PBC/FM OSTRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACNED RIG14 CIELING. IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO TME INSTALLATION CONTRACTOR. ALPINE ENGINEERED YR'lUs � T 1 jv Q PRODUCTS, INCA. SHALL NOT�BE RESPONSIBLE FOR ANY DEVIATIONFROM TNWS DESIGN; ANY FAILURE TO BUILD THE TRI%SSES IN CONEORMAMCE YITM TPI; OR fABRICATiMG, NANOIiNG, SNIPPING. INSTAILATtON OR BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE 11 20GA ASTM ABS) GR37 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACN FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 130. 150 AND 160 A.F. AN ENGINEER'S SEAL ON THIS DRAWING APPLIES ONLY TO THE DESIGN OF THE TRUSS DEPICTED HLRE ANn SIIALI NOT BE RELILD UPON IN ANY OTHER WAY. 'I W3X8= W2X4III W1.5X4(R) T !S4 1-4-0 8-0-0 W3X8= R=872 W=3.5" C43845 I CA/ -/l/ -/E'/-/- Scale =.25" Ft. TC LL TC DL BC DL BC LL TOTA D. .40.0 -10.0 ' 5.0 0.0 55.0 PSF PSF PSF PSF PSF REF R427--26713 DATE .08/29/97 DRW CAUSR427 97241001 CA -ENG PBC/FM SEQN 4148 DUR.FAC. 1.00 SPACING(1) 16.0" FROM MC • TN1S DXL'PREVAREO Ff�Oy CCM?UTER iN?Ui (LUAUS 6.DlM£NSIONS) SU6HITTED BY TR�f55 MFR ROOF OVERHANGDESIGNED FUR A 2.00 PSF SOFFIT LOAD- SCNCRA-WALK IN CRAIG SCIIROEOER - TI * CONN -Op CHORD 2x6 FL .J2 IN LIEU OF RIGID SHEATHING: IpT CHORD 2x4 FL Standard TOP CHORD TO BE BRACED OY PROPERLY ATTACHED PURLINS SPACED 11EBD 2x4 FL a 24' o.c. IN ADDITION. A RIGID CEILING OR 2x4 03 H-f- UIgBER PER NOS -9I TABLE OR BETTER CONTINUOUS LATERAL BRACING SPACED 8 72' o.c. TOR PLATES DESI6NE0 FOR GREEN L HUSI BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 4 CONNEC 7.3.3. ED IN CONNECTOR ATESiMUS9.0 RESEARCH REPORTCj2949`E MIT11 THE REQUIREMENTS OF 5X4@ THIS TRUSS HAS DESIGNED IN.SECTION 1638.2 FORNUIBALANCEO SHOWCDRIFT CCONSIDERATION. L* -3 -0-0--'j L--3-0 I 8-0-0 Over 2 Support R-932 W-5.5" [R`-932 W-5.5" . Al i It - �.. ss[s asst lstwa tsc is FF VACJM UMLI�. .+ tYOtIK (ISTI&l19G AW IMIV4- fgUstto Nuna�t hit we LD C3 © pU'sTinTc sT-oiwstio a svTTc to. taoaa..t $iTn,. FOR s+rcTr 1St 1ttltNitO- TO► taStO 3Y/lL Yit NO►tlll ATTAGKO fptf�pll Talsc Fs'OnM • atlas t A Lt ATTACM IIOIO cltlteS. O MK ► fAt[lf. Tarntt tIOM stul tun S no►u TDI. At►I11 CAic lit To V �TI►OtTAIT'� iNA1fn J tory or itis KStfl��liTlfl FINUL'"tINSIAILAVIal SI �Ci: Y7 F►/t IO 04 To - WOO=S. IK. !Daft cat sk tll►OOISOLI f0A T1 IISW rpt ��}± O s+tLl Tat Telssis sl caoo�wila COFUOa �iTSSYFLICA il�tsleas or US W Tom. to C3 ALPINE Il.C1OS of RO1-3 ttAt ffltst uo ►Ntt ulpCltito4 An i►1. AL"ItCMM , S►(Ciflt41t0O sortlfaf /T 1>IL Al1U �{ CO MECTOtS 111 U" W lot& ASTM ASSto ) all tµ1. 3i[tl. LICIT AS IIT10. Told t a$ Hi tS SSl.t>, Fa=1 t' 1110 An00 (SS1A`FS O ft COOIOt[t S KALL OIIT,IS ato a UPI, O.lttTO 1YL1Ks1 it TLRUo Q Muss SIgo An t[1 OMt IDI I.E. MIL -111 t►oI t■ All OAtt /AT. a APPROIL Also. - f c .�j3FtTC LLPSF REF R44261 TC DL 10.0 PSF BC DL 10.0 PSF' 8C LL 0.()-PSF TOT.LD. 70.0-PSF OUR.FAC. 1.15 SPACING_ 2, DATE0825 97 DRY CAUSIM27 97237006 CA -ENG PBCC/ TIC SEON : 3365 FROM s MD SCHCRl-13ALK1R CRAIG SCEROEDER - aT-2 GIRD 8'-•'•L"i 711t7:•:'r`Ei--t- _2—`" *A r,;_S,v'i-_ i... >�;.5 _ �:=i.i?=::5; S7y_I IM_ TOP CHORD 2x6 f L SS _ THIS GIRDER BtSIGNED TO CARRY 12-00-00 TRUSSE-S FRAMING TO BOT CHORD 2x6 FL SS BOTTOM CHORD FROM ONE SIDE AND 02-00-00 FRA14ING TC/EC SPLIT WEBS 2x4 FL1 FROM.OTHER SIDE. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT 1!2949. 7.3.3. F RIGID SHEATHING• RECOMMENDED CONNECTION FOR TRUSS 1197301001 TRUSSES AT 24' O.C. FRAMING TO THE BOTTOM CHORD! SIMPSON LUS26. SEE CATALOG C-PT95H-1 FOR NAILING SPECIFICATIONS. [UNLESS OTHERWISE ``SPECIFIED. SUPPORTED MEMBERS HAVE IDENTICAL LUMBER AND (MINIMUM HEEL HEIGHT OF SUPPORTING GIRDER.] 3X8(Al) e 7X6- 3X8(A1) I-- * 8-0-0 *8-0-0 L 4-0-0 4-0-0 _I — 8-0-0 Over 2 Supports---� R-2204 W -5-S' R-2204 W-5.6' IN LIEU 0 TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED 03 24.00' O.C. IN ADDITION. A RIGID CEILING OR 2x4 #3 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED 0 72.00' O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. ^t1ARNDLI— TKS= NttOpl ERTW2 CRTE 11 EIAKCATIM. NAMILOi. SWIM. nsiwu- w 1AAC3D. VM Tt IGS -13 QAWLIn USTALUMS AN LUCK). "KIS E0 K WE (Tl1SS KATE I101Tttt. 1183 1•KVtO K.. SATE LER. PAPISOA. it 1,37311. 1111 SATSTI PRACTICES n111 TO EE OM" TNTSL P*ZnMS. NA:EA NTUMEM LDICM. "IF 911140 Luft WE MOKALT ATTACE90 STA1CTYlL DAMS. 10ETN1 0010 WU UK A 11LIPOLT ATTALASO NIGER C39LUL -41M►MTUT" MMSTI A to" K "n onto Ts TIME IRTALIATINY C"TRUTR. Atf1NE 111111EEAE0 /AOWn. 11C. NUL} ANT Q 015"WKE GIG -AR 1ETISTIwI EARN TGR 89310: ANT PAILME GD L11Lb TEE TRUM q1 gVMt1¢t[ /ITN TVI: 4 TAE11GlTI16. VAIWL0t, 113MIGL. 31STACLATI1► 0% NRCtIR Ei RAKSE3: T12f 013)0 ttiE0111t Y1n A►ELTCARE P101[SIOES 1E O3 (Mil1AAl NESIN SP 0"CATt01 PMUS/IN NT TM AMERICAN EO3t;T AD PAPER ASHC11TIft Au T►1. AUNT "MClRO3 ARE NAGE 0► 101A ATTR 4K1 U31 GILT. STEEL. EICIPT A3 10'11. APPLT COMSECTW3 TO RAN EAU Of TRM. ASD RLE33 011111ft3E IOCATEN 0 MS KIM M327181 COXIIECT013 KN aum) SS 130. Ito AND Ip A-E. AN 0&9 EtA'S SUt CAI THIS OU11NG A►PL1ES ONLY 79 THE VCS/CN yN/-111-1-1-/1' TC LL 50.0 PSF TC DL 10.0 PSF BC DL 10.0 PSF BC LL 0.9 PSF TOT,LD. 70.0 PSF DUR.FAC. 1.15 SPACING 24.0' Scale—.375'/Ft. REF R427--51002 DATE 10/28/97 DRi! CAUSR427 :7301003 CA-ENG.-PBC/CWC ; SEAN --12048 FROM MD m IN LIEU 0 TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED 03 24.00' O.C. IN ADDITION. A RIGID CEILING OR 2x4 #3 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED 0 72.00' O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. ^t1ARNDLI— TKS= NttOpl ERTW2 CRTE 11 EIAKCATIM. NAMILOi. SWIM. nsiwu- w 1AAC3D. VM Tt IGS -13 QAWLIn USTALUMS AN LUCK). "KIS E0 K WE (Tl1SS KATE I101Tttt. 1183 1•KVtO K.. SATE LER. PAPISOA. it 1,37311. 1111 SATSTI PRACTICES n111 TO EE OM" TNTSL P*ZnMS. NA:EA NTUMEM LDICM. "IF 911140 Luft WE MOKALT ATTACE90 STA1CTYlL DAMS. 10ETN1 0010 WU UK A 11LIPOLT ATTALASO NIGER C39LUL -41M►MTUT" MMSTI A to" K "n onto Ts TIME IRTALIATINY C"TRUTR. Atf1NE 111111EEAE0 /AOWn. 11C. NUL} ANT Q 015"WKE GIG -AR 1ETISTIwI EARN TGR 89310: ANT PAILME GD L11Lb TEE TRUM q1 gVMt1¢t[ /ITN TVI: 4 TAE11GlTI16. VAIWL0t, 113MIGL. 31STACLATI1► 0% NRCtIR Ei RAKSE3: T12f 013)0 ttiE0111t Y1n A►ELTCARE P101[SIOES 1E O3 (Mil1AAl NESIN SP 0"CATt01 PMUS/IN NT TM AMERICAN EO3t;T AD PAPER ASHC11TIft Au T►1. AUNT "MClRO3 ARE NAGE 0► 101A ATTR 4K1 U31 GILT. STEEL. EICIPT A3 10'11. APPLT COMSECTW3 TO RAN EAU Of TRM. ASD RLE33 011111ft3E IOCATEN 0 MS KIM M327181 COXIIECT013 KN aum) SS 130. Ito AND Ip A-E. AN 0&9 EtA'S SUt CAI THIS OU11NG A►PL1ES ONLY 79 THE VCS/CN yN/-111-1-1-/1' TC LL 50.0 PSF TC DL 10.0 PSF BC DL 10.0 PSF BC LL 0.9 PSF TOT,LD. 70.0 PSF DUR.FAC. 1.15 SPACING 24.0' Scale—.375'/Ft. REF R427--51002 DATE 10/28/97 DRi! CAUSR427 :7301003 CA-ENG.-PBC/CWC ; SEAN --12048 FROM MD (SCP.CRA-WALKIII CRAIG SCEROEGEI - NT -1 S:.ISS CARR [�-��- ---- ------=�-1---:6 _' I!—F._F_u:i 1st--.ti_:� _1i:P[;r ,R_`:;:. -- aYuw_ NUB MBa1 ONKM 7llsrxaaoAle nuts)M Cut Is FABRICATION. .TaUND IFY Tr] (T fRvs wii MMMU T a #UCIi[B4.0"U, �aE WKAAM. TOP UwL u3 M >� arc B 00 ATI Tires STocanAL ►AatQf, pTiM Con SMil BWA PBG9lT ATTACND Olde CEEItOY+. jaMTMT-- PARIS A CAPT W .TOES NINE TO T,IurALLATIW COBTRACIM. "PERE aOIKMD MEMOS CII 1015 U3101. MY FAILac To mpxn, lK. WALL BOY O[ B[fwMUE Ya bI R WILD TW umn IB coarowma An "i. a JAOumm. MULIA. aln)W, Immune a SLAM a InSUS. naS onto COWOUS VM AMLICASU POOTISJUS W WS 0""%Ak Oala MCrglullu nit3sm Or In ANEisCAs ICIEST A13 PAPER. ASSNCIATIM0 AAD T►). MAKE: CaEC10as Au vts mot AnAM A6631131 CAN. snix. TEcur AS MCA- APPLY CONVICiVIS IN [AOI fAtg Y Tst'•SS. Asa vurn OREAInc LKJOIO a TNI$ DESIGN. POSITION COANEcrou PER NAVIM LTO. LEO All IAO A -P. Al EaDINEO'S UAL a Y11112 BSMIAII APPLIES ONLY ro Ul Raul M TMT I1Uss UNWED Hill Aso fhut ESOT gMug OPoll 11 GNP OTMEI DAY. "SS J Coriip i eLe Trusses Reyu i red —' TOP CHORD 2x6 FL BOT CHORD 2x6 FL SS WEBS 2x4 FL Standard :W5 2x4 FL #1: NAILING SCHEDULE: (ed-box_natls) v TOP CHORD: 2 ROWS ® 2' O.C. (EACH ROW) CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE BOT CHORD: 1 ROW ® 12- o.c. 7.3.3. REBS : 1 ROW 0 4' o.c. REPEAT NAILING AS EACH LAYER IS APPLIED. USE EQUAL SPACING ONTAL MOVEMENT OF 0 71 - DUE TO LIVE LOAD BETWEEN ROWS AND STAGGER NAILS IN EACH R0W TO AVOID SPLITTING. CALCULATED HORIZ AND 0.17 - DUE TO DEAD LOAD. IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED e 24.00' D.C. IN ADDITION. A RIGID CEILING OR 2x4 #3 H.F. OR BETTER CONTINUOUS LATERAL BRACIAG SPACED 0 72.00' O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. ADDITIONAL LOADING .(PER TRUSS MANUFACTURER) --------------------------------------------------- 10X14 - TC - From 462 PLF at 0.00 to 406 PLF at 6.00 TC - From 406 PLF at 18.00 to 462 PLF at 24.00 TC - 2205 LB Conc. Load at 6.00 3X40 TC - 2205 LB Conc. Load at 18.00 1 2205# W 2.5X4f y 12X14= 8 i 3X40 i J 6 ! 1.5X4 5X12(A5R) e ROOF OVERHANG DESIGNED FOR A 2.00 PSF SOFFIT LOAD. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. NOTE: EXPECTED VERTICAL DEAD LOAD DEFLECTION - 0.15 EXPECTED VERTICAL LIVE LOAD DEFLECTION - 0.63 -. 3X4, 2205f 2.5X48 e 3X4o 6 L 1.5X4 Il 5XI2(A5R) a 14--3-0- W ACE 12-0-0- siE 12-0-0- _I_ 3-0 24-0-0 Over 2 Supports -0-0 m 8-5861 Y-5.5' 8-6862 Y-5.5' PLT TYP. Al ice TPI -9S Design Criteria: UBC A&Mghl CA - 1 - - - F Scale -.25u/Ft. O C' C O p O O C-: �-•� P C RUS aYuw_ NUB MBa1 ONKM 7llsrxaaoAle nuts)M Cut Is FABRICATION. .TaUND IFY Tr] (T fRvs wii MMMU T a #UCIi[B4.0"U, �aE WKAAM. TOP UwL u3 M >� arc B 00 ATI Tires STocanAL ►AatQf, pTiM Con SMil BWA PBG9lT ATTACND Olde CEEItOY+. jaMTMT-- PARIS A CAPT W .TOES NINE TO T,IurALLATIW COBTRACIM. "PERE aOIKMD MEMOS CII 1015 U3101. MY FAILac To mpxn, lK. WALL BOY O[ B[fwMUE Ya bI R WILD TW umn IB coarowma An "i. a JAOumm. MULIA. aln)W, Immune a SLAM a InSUS. naS onto COWOUS VM AMLICASU POOTISJUS W WS 0""%Ak Oala MCrglullu nit3sm Or In ANEisCAs ICIEST A13 PAPER. ASSNCIATIM0 AAD T►). MAKE: CaEC10as Au vts mot AnAM A6631131 CAN. snix. TEcur AS MCA- APPLY CONVICiVIS IN [AOI fAtg Y Tst'•SS. Asa vurn OREAInc LKJOIO a TNI$ DESIGN. POSITION COANEcrou PER NAVIM LTO. LEO All IAO A -P. Al EaDINEO'S UAL a Y11112 BSMIAII APPLIES ONLY ro Ul Raul M TMT I1Uss UNWED Hill Aso fhut ESOT gMug OPoll 11 GNP OTMEI DAY. 8 • ) � O�t6 i� � �• � TC LL 50.0 PSF REF R427--51003 TC DL 10.0 PSF DATE . 10/28/97 BC DL 70.0 PSF ORbi cAUAt4z7 97301002 BC EL 0.0 PSF CA -ENG PBC CWC TOT. LD. 70.0 PSF SEW - 12070 DUR. FAC . 1.15 FROM MD SPACING 24.0' 1 [' -WALK - TA 24' S iTOP CHORD 20 FL #1 V4OT CHORD 2x6 FL #1 WEBS 2x4 FL Standard :W3 2x4 FL #1: v •;ONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NOS -91 TABLE .3.3.' UT* BINSTALLED IN ORDA tEOUIREMENTSAOfSIMCSB.OE RESEARCH'REPORTC#2949. WITH THE NOTE: EXPECTED VERTICAL DEAD LOAD DEFLECTION _ n.0 •_ EXPECTED THIS DWG OR`_PARED FVOI' COMPUTER 111PUT (LOADS S DIrENSIONS) SUB11^ IT_ TED' BY TRUSS YF; ROOF OVERHANG DESIGNED fOR A 2.00 PSF SOFFIT LOAD. CALCI iLATED HORIZONTAL MOVEMENT OF 0.61 DUE TO LIVE LOAD AND 0.23 ' DUE TO DEAD LOAD. IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED @ 24' O.C. IN ADDITION. A RIGID CEILING OR 2x4 #3 H.F. .r STEBEEPROPERLYUOUS ATTACHEDRAL TO THECING BOTTOMA12' 0-c- ,MU , 1OX14- T 1c-3-0-D-qj J 12-0- 12-0- J 24-0-0 Over 2 Supports R_Y052 W-5.5' R-2052 W-5.5' !0"jw. In lits o ollll "UDR [w/ 5.--.--. �-iij 011 KATI mem. WIN DO 0n•11 tlASOLM 116TAt110/ An ■AC1[l1. TMlt11U n 1►t VO US O."Coto 00.. Sort 600• golio1• tl s3 ll). FOR Will 11AC11Ct1 0t10A to l gFllxlli 11[1[ ro"DI[1. 001[11 Rtl UIU 100ltitn. TV 00060 SSMC 11Tt t'illURs A"AC1m fi1/CT11A PAill. tatty 01910 S"t WL A IIOTOItT ATTALnO tt610 C19111L. w6s QGI1I"to .typrvi�. F011311 env of TM 0ts/01 it Tot I01TA►1ATto1 Co[YACH rumors. W. pat NOT /t 1/1Tp11� TTtOR iJ101i4T110 NA00t10s. SIL 110. V TA1tAT[00 CA ahs 100 Til1IIs It CWOt6tMt[ MnCtu I nastf. t/13 KSKI tA1/111s vn's Arnicatt PM9&101t O1 INS pATtOait lulu settgrTCATto1 POltt6lt0 0T TR AAC"al "Atil a TS►tl ASSOC AS I O. tTl. COMICAmpt _ C,O1lttTOtS Att 1A01 Of nN A611 Alti Ot1T 911 T. 11Ct1. 1ICt►T if 17110. C"jtAF?LT C0111CT011 T0' IACs PACU 9< TAUss. An lttt6l stltlillt loCATts N Tot$ 016107, rol[nn C011[l[tOti'KA nilt[Os 310. 3t9 N1 t10 id. Alit nnat�•KUU 9►OaGo MRilatl 4i f 0111 It Tli O[f1 Ti CAI -Iii -/-/-/F TC LL 50.0 PS TC DL 10.0 PS BC DL 10.0 PS BC -LL 0.0 PS TOT.LD. 70.0 PS DUR.FAC. 1.15 SPACING 24.0" +8-0-0 c�.1le _ ��•rs:t_ REF R427--24270 DATE 08 25 97 D RM CAVSR427 97231017 CA -ENG PBCJCHC SEQN. - 3398 FROM MD _ (SCHCRA-WALKIN CRAIG SCHi.GtDER - 1IT-5 3.2_Sf_C TOP CHORD 2x6 FL #2 BOT CHORD 2x6 FL jf2 WEBS_ 2x4 FL Standard m CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. 5X4; -- i; i 5 X4 ii1J C-*..' C., :Tr..I A?E... -i.. 1:6:1?U1Ell il'. UT , .;AD: Ii�'�: _.::.i�•it�. :d1:.a:.�t1 Ti: _:i . CONNECTOR ELATES MUST BE 1NSTALL.ED IN ACCORDANCE N1TH THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED ® 24.00' o.c. IN ADDITION. A RIGID CEILING OR 2x4 03 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED ® 72.00" o.c. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 0 2X6 (AI) 5X6- 5X6 2X6(A1)- �.-; 1 6-0-0 6-0-0 2-5-8 '1c 3-6-8 �e 3-6-8 'i 2-5-8 12-0-0 Over 2 Supports '� ,; .. `• k A-' M-7 Wi • R-840 a-3' R-840 N-3' APPROVFD PLT TYP. Al ine TPI -95 Design Criteria: UBC CA - 1 - - F Scale —.375/Ft. C RUSX11 gdIlNIRZ— T=X3 RMIU pAtat CYE in FAMIATICO. NAMING. SoMINS. I1STALLIN YID OWNS, EM 70 111-1 pMENc IESTY.uAM AM ERY:IEq. Fuus,ED ITT ttc MUST Pun m r Tt6:S:'1Mtn ciamiu imumEF; � �s axt. R�n.TCm 0011[.7pµ PADS. "IBM ow EYALL ELFE A ►rani 0nn= EUt1 CICLIEE. EExott"T" YER1tu A W" IT Toss /E31ER TD ITIS INSTELLAnA CWTEACM. MIK 9MME 0 a1c. EE.Li -or a earasTTat cu AE1 EuliTroe F1O8 T1ts otc1EO: 1rr FAttpE To rat* TI[ UWS90 tr CaFKura W m VI; oR FiH [CMI0. PAVOLDE. SM"I . LNSTALtATm • WON OFTUT1Ta.77It ELs[Fr co+votNs MITE YXICNLE ltgli1616 N EOE pLTlolult OEE[E+�TOT.LD. sFrn►Itntor ►DEusFso 1T of Yaucu FO1L3I �r0 ►ua ASTOCILT[0I AEo ttt. AV[rT COMCTM RE SAO( 6F lea SSTPI METE EpT CALIF. ETEa, n[EPT a IOM. APPLY COMMAS TO! EAtV rut N TAUS$. No O 931 MAVISE LOCATD 0 UIS 013161. POSITION COAAECTORS MA SIAMIU3 370.IEE AND 10 A -F. AS CISMEEr-s SEAL CA THIS 0MINg APFULS ONLY TO TKoLETER OF THE TkM D1gCT[V ILEO[ Y1 SPALL NOT Ef R11.1111 "I IR All ODES VAT. 1� � •» ' TC LL � TC DL. BC DL BC LL 50.0 PSF REF R427--51004. 10.0 PSF DATE 10/28/97 10.0 PSF DRW CAUSR427 973O1001PEars:Ts, 0'.0 PSF CA -ENG; PBC/CWCC—J. 70.0 PSF SEQN 12029 OUR . FAC . 1.15 FROM MD SPACING 24.0 FOR R. & K. SIN.C1.AIR GARAGE D 0 0 N G R A D E R 0 A D M A G A L I A, C A 9.5 9 5 4 S C H R 0 E D E R C O N S T R U C T I O N 5 8 6 1 C R E S T V I E W D R I V E PARADISE, CA, 959.69 F L T ENGINEERING 5790 CLARK ROAD PARADISE, C:k 95969 ( 9 1 6) 8 7 2- 0 2.5 4 F LT ENWHEEMNO CML • STMICTURAL (916) 872-0254 FAX (916)x872-933.1 5790 CLARK ROAD, PARADISE, CALIFORNIA 95969 BYT DATE: /D �7: SHEET No: - / of 2-'- CHECKED BY: DATE: JOB No. SUBJECT: P6MECT: ,�, J�te. -vEs'/q* Cie/7z7e/ef f' T E-sl%$✓r-eT Oo= Tfr c(.f4-c S /s .4 '! :�acrzl e"f �O�Jf✓��f T70.v s' 0/� ,¢ RFs/,a T7�L �ig�C.f 6 t0 A S'iz��e�ita E' tt,�sv�F. C'or✓vc�vna��t�. Avor,a Gvoo,o ;�oo� �z.00ae T,evss�s sr L�,��F�o ` Gveya�-x� Ca. ,,S Y �fi.�DEGGff .D,��s-Pn r�� 6-0. CO,o€" C%ZG �zo®� — .DG e /2 )Psi=' ,06 .r /o Psi 4z -'z>';' 2¢ z " Z - /G,D r a-4�eit4 6- .9'00'zs 47F..rr'oE o� - Zzwvs IR oFEssioNq No. 324 OFICAU4� /p/o I 'T� �' • GJ �� 6. ��j 3.02 r.J� 4fx�6f7oC,/6�-BErzv; %�s ._..CML • STRUCTURAL (916) 872-0254 FAX (916) 872.9331 5790 CLARK ROAD, PARADISE, CALIFORNIA 95969 STRUCTURAL V L V V BY:� DATE: �7 SPIFFY No. Z OF Z CHECKED BY: - DATE: Y JOB No. %/fo SUBJECT: 7, fx IP t . 6'Z.r pDs�" — ';r� .. g 9 , /6 ,-. /Z = F, voa 'r x /� �T �o�c,o0�?,r��s !�ivE- /p a>o GP% -tis �v�'� �,c>r� %v.� �� ,8or�-� �- t. S T R U C T U R A L ---------------------------- C A L C U L A T I O N S ---------------------------------- FOR R. & K. SINC1.AIR GARAGE D 0 0 N G R A P E R 0 A D MAGA`L.IA, CA 95954 S C H R 0 E D E R C O N S T R U C T I O N 5 8 6 1 C R E S T V I E W D R I V E P A R A D I S E, C A 9 5 9 6 9 F L T E N G I N E E R I N G 5 7 9 0 C L AR K ROAD PARADISE, CA 95969 ( 9 1 6) 8 7 2- 0 2 5 4 S T R U C T U R A L ---------------------------- C A L C U L A T I O N S ---------------------------------- FOR R. & K. SINC1.AIR GARAGE D 0 0 N G R A P E R 0 A D MAGA`L.IA, CA 95954 S C H R 0 E D E R C O N S T R U C T I O N 5 8 6 1 C R E S T V I E W D R I V E P A R A D I S E, C A 9 5 9 6 9 F L T E N G I N E E R I N G 5 7 9 0 C L AR K ROAD PARADISE, CA 95969 ( 9 1 6) 8 7 2- 0 2 5 4 G= LT CMWMEEMM _,-'-. STRUCTURAL C ALC ULATOOO M CML • STRLICT1NL4l (916} 872-0254 v fAX .(916) 872-9331 - _' DATE:- ` �� 97 SHEET No. Of . 2 5790 CLARK ROAD, PARADISE, CALIFORNIA 95969ECrKED DAIETM JOB No. 2/1;zO fl'MECT: /`—'. 7 /� • ��CL�% C�7/rI>��'�T �i f/�� .��i�� ,, �/��j /'�G�� —r'E . T � ..�r%�✓E'cT Ori Tfr�� C.fGc s is ,4 �r.'�rJcra�.ef-� I �,�,v .¢;sovF . Co�vvc,,vna,v�� uJoD,a �.e.f/°I�' co,vsT- � •�,�� B,e.',o 7&a-SZ.5.6-s sy Cv, �F�cLo / Gveya�-� Com. 25Y pFESS/k rn tt N Z /2 �!� �fglF Of ICAC i W s (C. ¢ro. s.02 - 2 7t) ��2� t 6� _ , ZZ� —� 0&7-0/s•F �,evss Golvc� r� f�crzJ.�L �t�D��, F In'M /�/\/�� M .. `/`/^�vj l^`l '�jI AU. CUR '�1I 'l/�-L'97�! j'jI M CIVIL • STRUCTURAL T (916) 872-0254 FAX (916) 872-9331 BY:/ DAZE:/a No. Z OF Z 5790 CLARK ROAD, PARADISE, CAUFORNIA 95969, CHECKED BY: DATE: 1pg No. SUBJECT: FV&ECT: 1p A2 12 f- : 6Z - Z AD �� 2,/ell, c- RESIDENTIAL FJ8�-09'0-1075 PERMIT#97-1881 CLAIR, Donald & Kathleen ; PERMIT i "16101 Doon Grade Rd., Magalia PERMITS Cont: Schroeder Construction x New Pri Det Garage- OWNER arage-OWNER CONTR. ASSESSOR PARCEL r LOCATION i S 1 18 s a ' Temp. Power Pole Called PG&E i ` Temp. Elec. Service Called PG&E Temp. Gas Service I Called PG&E r JOB FINALED (Date) Signature x COUNTY OF BUTTE- DEPARTMENT CC- DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 PERPT NO. APPLICATION AND PERMIT g ASSESSOR PARCEL NUMBER . ; r OW090--107 �" ZONING `I 2o/UP BUILDING PERMIT OWNER DONALD ATHLEIg4 MR 1 TELEPHONE SQ. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS . - 5660 CATHY 1,N PARADISE, 95969TELEPHONE 2208 ii l,:ic CONTRACTOR'S NAME-SWOEDER CONSTRUCTION '��( 072--0889 ACTOR' CONTRS MAILING ADDR SS I .�,... N , 5861. CRESTVIEiId PARADISE, 95969 CONSTRUCTION LENDER ! - ► •S, LENDER'S MAIUNG ADD RESSf Fireplace Total Valuation $ ,/44.UU ARCHITECT OR ENGINEER �iF '>" f LICENSE NO. Filing Fee $ 20.00 Permit Fee 349.5U— 4a •50Plan ARCHITECT OR ENGINEERS MAILING ADDRESS "`--" PlanChecking Fee $ BUILDING ADDRESS •„ - WON GRADE RD Energy Plan Checking Fee $ PERMIT FEE $ 596.65 LOT NO. SUBDIVISION'S NAME "•• PARCEL MAP PLUMBING PERMIT Filing Feel 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other PVT DET GARAGE ? 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 C. 'Addition. ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: -» (24X46) .. .F Gas piping system 1 - 5 outlets 15.00. Building sewer 15.00 Mobile Home ISI GI W1 @20.00 x PERMIT FEE S ELECTRICAL PERMIT Filing Fee 20.00 - ?iv Main Service zoos oa mss 23.00 LICENSED CONTRACTOR'S DECLARATION '; I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing withti Section 7000) of Division 3 of the Business and Professions Code, and my licenseds in full force and effect.,, -g License Class %� -ti- . Lic. No. 1 q fig ¢ 6 I • OWNER;BUILDER„DECLARATION 1 hereby affirm under penalty,of perjury that I am exempt from the Contractors License Law for the following reason: �., ❑.r I,'as owner, of --the property, or my employees with wages as their sole compensation, wi11'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 ( 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. OR ADDNS. & ACC. BLDS. ( sO 3.50 i Fr. NEW CONST. MUCI c CU NON-RESID. @7.50 POWER APPARATUS 8 SINGLE OUTLET CIR. Ex. OCCU OUTLET OR FDRURES P• 20 Q 1'00 BAL @ .50 Ex. Occup. oU ED APRESD.LNSOE. 5.00 Temporary Service 12 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ - WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty.of perjury one of the following declarations: ❑ 1 haveand will maintain a -certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Filing Fee 20.00 Heating Coolin Hood 6.50 Ventilation , PERMIT FEE $ Policy Number (The above sections need not be completed if the permit is for work of a valuation ---of one'hundred dollars ($100) or less.) QUI 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. /�'*•« �-'” "`� - rr X 1" /"atm_ Date Z -q-7 Signature of/Applicant- ❑ Owner 19 -Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. / Mobile Home Installation Fee $ Energy Inspection Fee $ �oc CONST. TYP� TOTAL FEE $� 596 65 HAZ. D. FEEs IMP FLOOD CDR` ARCEL X jP, EL pp- I HO ISSUE This permit is hereby issued under the of the Butte County Code and/or indicated above for which fees have By",ir/ �l(i /7y — PERMIT EXPIRES ON// %f applicable provisions Resolutions to do work been paid. Date /! '%J Date i Receipt No. 224362 /,944'7 1` //Z 1115 if' 0395:" WHITE-D.D.S.•B.D. CANARYIASSESSOR ' /JPINK-INSPECTOR GOLDENROD -APPLICANT V=QK O = Not OK ttReaady ble NoMOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements - Setbacks - Easements 2. Soils; Special MH Support Sketch 3. Sewer, Location-Test-Fail-C)"oncrete 4. Water, Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Gmd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap; / JUL / /Nat. or/ /"L'ft./ /LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements- Setbacks Easements 2. Footings; Sine -Spacing -Marriage Line 3. Gas; MH Test )emandValve-Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -installation Cert. 10. Exits; Insp.-Sketch 11. Cert of Occupancy 12. Permanent Foundation Only: License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOVS Date DEC", COVERS, CARPORTS, GAR S lana OK except #'s ing Requirements -Setbacks -Easements Footings; SoilsSiDe-Dep"pacing-ConnectorsSteei 3. Decks; Girders and/or Joists-Decking-BracingStairs-Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Rfg: Bracing 5. Alum. Awn.; Columns -Connections Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Fong.; Sils-AnchorsStuds-Rttrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date �,� i Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men-Uning 4. Elec.; Receptacles and Lighting, Distance -GR 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5 -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5 Circulating Equip. -Pool LQhtg. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. TesWater Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 ✓ = OK O= Not OK RESIDENTIAL (Single & Duplex) - = Not Applicable v = Not Ready Date UNDERFLOOR (Plans) OK except #'s 1. Zoning-Setbacks-Easments-FloodSlope 2. Ftg., Main; Soils-Elec. Gmd. / C Ftg. Depth 3. Ftg. Garage; Soils-Steel-Elec. Gmd/ P Ftg. Depth 4. Ftg. Porches & Decks; SoilsSteel-/ / Ftq. Depth 5. Stemwalls,.Main; Steel-Blockouts4Nrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors . 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/0 -Sewer Test 10. UP Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists Vents-Crippies 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 17. Water Htr.; VenFAccess-Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sae & Anchors Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 23. Fixture & Transformer Clearance -Ins. Protection 24. Elec. Receptacles Spacing -Lights & Switches at Doors 25. Size Boxes & No. of Conductors Stapled 26. Romex Installed Close to Edge of Studs & C.J. 27. Equip. Ground made up w/Mech Fastners-Bond Gas & Water 28. 2 Appliance Circuts in Kitchen & Conductor Size GFI 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or AI 30. Range Circ. / / ga Cu or AI.Oven Circ. / / ga Cu or AI Insulated Neutral 0 Yes 0 No 31. Service -Riser Conductors & Ground -Main Disconect 32. Equip. Clearances Panels-Motors-Mech. Epuip. 33. Clothes Closet UghtShower UghtSpa Light 34. Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 35. A.C. Ducts Insulation & Support 36. Vent Fan, Exhaust above insulation 37. Condensate Drain & Overflow, Size & Grade 38. Fumanxe-Vent Access -Comb. Air -Return Air Vent 115 outlet 39. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except #xs 40. Sits Proper Materials & Anchors 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rftr. Ties-Purlin-roff Brac.-Truss Shting: Rfng. 48. Fireplace Ties or Type A Flue -Fireplace Throat clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill HgL & Dimensions 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext. Doors-One.3-Check Garage 3rd Story, 2 Exits 54. Stairs; Width Headroom -Rise -Run -Landing -Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nailing -Bolts 60. Brace Interior / Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 63. Ext Steps -Door & Sidelight Protection -Landings 64. Smoke Detector 65. Furnace; Vents -Clearance -Comb, Air-Conector- In Garage; Above Floor-Ducts-Mech. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove. Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground. -Air Gap -Cooking Clearance 73. Elec. Outlets & Recepticales at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. In Garage; Above Floor-Mech. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (G.FI.)-Ramex Protection 79. Insulation -Foam -Looked in Attic 80. Guard rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor p Yes 82. Following Insdd./Drive 0 Yes 0 NoNValks 0 Yes 0 No/Planters 0 Yes 0 No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throught House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE - DEPARTMENT Oi DEVELOPMENT SERVICES- BUILDING DIVISION - 7 County Center Drive - (Voville, California 95965 - Telephone (916) 538-7541PE T No. (Rev.12/96) i APPLICATION AND PERMIT Cf �- - 4 ASSESSOR P�CELNUMBER 058-090-107 Z°TM20/UP BUILDING PERMIT OWNER DONALD & KATHLEEN SINCLAIR TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNERS MAILING ADDRESS 5660 CATHY LN PARADISE, 95969 2208 IT 391744-00 CONTRACTOR'S NAME SCHROEDER CONSTRUCTION TELEPHONE ' 872-0889 CONTRACTOR'S MAILING ADDRESS 5861 CRESTVIEW PARADISE, 95969 CONSTRUCTION LENDER LENDER'S MAIUNG ADDRESS Fireplace Total Valuation $ 38 39,744.Ou ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00\ Permit Fee $` 349.50 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS DOON GRADE RD Energy Plan Checking Fee $ $ PERMIT FEE $ 65 LOT NO. SUBONISION'S NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other PVT DET GARAGE SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New [7 Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: ( 24X46) Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE $ + ELECTRICAL PERMIT Filing Fee 20. 0 Main Service OOOV OR LESS 2ooA oR . 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 R Lic. No. 63 691.6 OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO ,000A 46.00NEW CONST. DWELLING OCCUP. SO OR ADDNS. ( a ACC. Bins. 3.50FT. NEW CONST. MULTI.OUTLET NON-RESID. ANC @7.50 POWER APPARATUS 8 SINGLE OUTLET CIR. Ex. Occup. CUTLET OR FNTURES BAS @': o Ex. Occup. ° R'.S16.°Ep 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 ' Misc. Wiring 23.00 PERMIT FEE i WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) VI 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��___ DateL _ Signature of Applicant - ❑ Owner 0-lCContractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in h fight. Mobile Home Installation Fee $ Energy Inspection Fee $ or 67 co T. n TOT EE $ 596.65 H Z. _ D. FEES IM FLOOD X CDF ARC Po HD ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. ` By Date 111-/d PERMIT EXPIRES ON Date Receipt No. WHITE-D.D.S.-B. D. CANARY SSESSOR INK -INSPECTOR GOLDEN ROD -APPLICANT M err •r"l'F4, '.''-i++►,a,�e,�'.:�'' i �c.' �..":� ..s�''t�^^,�,R. t jJk` a,1 RIR 'COUNTY OF BUTTE DEPARTMEN QIDEVEL9PMENT SERVICES -BUILDING DIVON 7 COUNTY CENTER DRIVE O1�OVILLE, CALIFORNIA 95965 - TELEPHONE (916) 538-7541 l; �ww PERMIT APPLICA TION DA TA SHEET OWNER: i ASSESSORPARCEL ER: D _ /to Proposed Building Use: Building Inspector: Date: At time of permit application, I was a iced the following data must be subm ed prior to permit p cessing and/or Issuance: Date Received By ❑ 1. All items have been submitted .-------------------------------------------------------- ----------------------------- 02. Plot plans, 3/4 sets, signed by the preparer of plans. ------------------------------------------------------------ ❑ 3 . Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- ` ❑4. 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!- '----------------- ❑6. Energy Design Compliance and supporting documentation. ---------------------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings.--------------------------------------------------------- ❑ 8. Hazardous Material Form. ------------------------------------------------------- kFeescf$_ an ctured Home data and installation instructions including Tie Down ---------------------------------7---------------- ❑ 11. Impact fees as shown on the attached schedule. ---- -- ---------------- a ifoinia Department of Forestry plan approv ees. --�� 1I 13. Flood elevation certificate. -------------------- - --------------------------- 't Sanitation and plot plan approval�0 v, ealth Department. ------- ❑J5. City of Chico plumbing permit. -----------------------------------------------. ❑ 16. Plot plan and business license approval from the City of Biggs.--------------`--------------=-!-----�------- ❑ 17. -Planning approval for (A) Use: (B) Parking: 1 ------ , �- S ---------- ❑ 18. Contact Land Development about ❑ Improvements, 11Drainage, ElLegal Parcel. -----------=-----=----- Lr 1119. Encroachment Permit for driveway (construction approval prior; to occupancy). ---------------=------------ for ❑ 2on 01. Pre-inspection trator'snlicense information. umber, Name S le requ �ed. Request to Building Inspector on ty , Classification). ------------------------------------ 022. Workers'. Compensation carrier and policy number!:- --------------------------------------------- "-------- 1:123. Owner -Builder Verification (Given to owner ❑, Mailedtc owner 0) - ------------------------------------- ❑24. Letter of signature authorization. --------------------------------- «--------------------------------------------- ❑25. Recorded copy of Agricultural Acknowledgment Statement. 1126, Letter of intent on building use. I------------------------ 027. Manufactured Home utility clearance. ----- ❑28. Existing violations and/or expired permits. 029 33 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ Other: I _� When you issue the 11 Yiielephone o / and hold for pickup at ®fo V h inspector./ (Date) Applicant: Date: 9-2-6)-2 Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution Date:By: Copy of plans sent 11 Health Department, ❑ Fire Department, ❑ Oth r: Date_ By: 1. Index permit application for the above items numbered: _ ❑ Plan Check List 2. Additional items required: Contractor, designer, owner, was advised of the above required data by ❑ p e, ❑ mail, ❑ Building Division counter, by ,pate: Contractor esigner, owner, was advised�of the above required data by phone, ❑ mail, ❑ Building Division counter, by 'Date: JI onC tractor, designer, owner, was adviof the above required data by ❑ phone, ❑ mail, ❑ Bdiding Division counter, by T Date: Contractor, designer owner, advi tef the above required data by ❑ phone, 1:1 mail, ❑ it ' i n counter, by Date: Plans reviewed by: Dater Plans approved by: Date: e Sets of plans I hol ❑ Plan Cabinet- A.P. folder. Note transfer 6y Date: Yellow Copy - Dep t UDevelopmen1s ervices, Building Division. , IT 3!9 ! ��rt�f cr,� /0-3o-9-1, ,'Ai, E.H. USE -ONLY Plot Plan Attached _ Floor Plan Attached Sent to B.D. 11-/7 TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance 00+1,ald 0OVY, Gr -.,-de- act, J --09- /07 Owner Location AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well Clearance for dwelling. Other joc4 TAoLy c4rgj e_ I no rN&i6 ar .T Aatvh Hold final for: Final clearance O.K. for: NOTE: /fie l C—/� S Environmental Health Specialist im 97 11- �7 Date (Rev. 12/96) COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES- BUILDING DIVISION 7 County Center Drive - (4oVille, California 95965 - Telephone (916) 538-7541 APPLICATION AND PERMIT PERMIT NO. ASSE!36P CEL NUMBER Or ZONING BUILDINGPERMIT OWNE1 Cl- �..4 Ar- k3 �,' eA i TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNEg'S MAILING ADORES t r i ! 1 l S" r G 4 Q i� 5 L) COM O 'S NAME 1 TELEPHONE ' ' CONTQ/MA __A` ss 7u" r r , g CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 ARCHITECT OR ENGINEERS MAIUNG ADDRESS Permit Fee Plan Checking Fee $�� S BUILDING ADDRESS nr /V^ aelp- Ad Energy Plan Checking Fee $ $ PERMIT FEE $ LAT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTUR %1 %� SF ❑' Duplex ❑ Mobilehome ❑ Other t� f 1✓F t �`J sPECIFv Each Trap 7.00 Solar or heat um water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New 9 Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: X A16 '� Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W 920.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 Main Service moon OR LEss 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencingwith 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. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00NEW CONST. DwEwNo OCCUP. OR ADDNS. ( s Ate. B<As. SO 3.5QFr. NEW CONS MULTI -OUTLET NON RESID. (P7.50 POWER APPARATUS 8 SINGLE OUTLET CIA. ' Ex. Occup. OUTLET OR FIXTURES as ®'.w Ex. Occup. ovrLEeDrsA q sl6.) E 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE _ WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 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.) ❑ 1 certify that in the performance of the work for which this permit is.issued, I shalt not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X Date _ Signature of Applicant - ❑ Owner ❑ Contractor PAgent An OSHA permit is required for excavatio ov5Ydee and demolition or construction of structures over 3 stories in height C V n y MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE S Mobile Home Installation Fee $ Energy Inspection Fee $ Gcc CONST. TYPE TOTAL FEE $ HAZ. D. TEES IMP FLOOD COf PARCEL PD HD ISSUE This permit is hereby issued under the applicable of the Butte County Code and/or Resolutions indicated above for which fees have been By Date ERMIT EXPIRES ON provisions to do work paid. to Receipt No. VJ Al IY6 • /7 WHITE-D.D.S.-B.D. CANARY -ASSESSOR K -INSPECTOR GOLDENROD•APPLICANT LAND DEVELOPMENT BUILDING / ENVIRONMENTAL HEALTH - PERMIT CLEARANCE Building Permit No: I 1 U U P-�'L� OWNERS n l A.P. ` I NAME: i I^ �� ICLI I NUMBER: PRINT LAST NAME FIRST COUNTY ZONING +— �r R DESIGNATION: :r ZOFLOOD ZONE: FLOOD MAP: c7 Ig APPROVED: CONDITIONALLY APPROVED: RESOLVE PROBLEMS PRIOR TO APPROVAL: /9-734c PARCEL CREATION BY DEEDS OR MAP Deo / GR -4v&3 PP -v DEED INFORMATION: DATE OF CREATION LEGAL ACCESS PROVIDED: YES NO COMPLIES WITH COUNTY STANDARDS FOR DEED CREATION COMMENTS/CONDITION MAP INFORMATION: DATE OF RECORDING LOT DEED REFERENCE: J� 10 4 Z9 I/9LN� /S "I.CSiN LEGAL ACCESS REQUIRED: YES NO YES NO BOOK PAGE COMPLIANCE WITH OLD SUBDIVISION LOT ORDINANCE REQUIRED? (MAP RECORDED PRIOR TO BOOK 17 OF MAPS AT PAGE 23): YES NO . IF YES, MARK APPROPRIATE ITEM(S) BELOW: A. Construct road to B. Meet parcel size required by zone. C. Meet current E.H.D. requirements. CHECK SPECIAL CONDITIONS WHICH APPLY TO MAP: ALL FEES TO BE PAID TO THE BU/LD/NG DIVISION UNLESS OTHERWISE NOTED. _ 1. Maintain a 50 ft. building setback from centerline of road. 2. Maintain a ft.building setback from right-of-way/centerline of _ 3. Comply with Zoning code for building setback from road. _ 4. Maintain a 100 ft. leachfield setback from all existing wells. 5. Maintain a ft. leachfield setback from _ 6. Pay water tender fees in the amount of $ to Battalion Number X7. Meet the Fire Safe Regulations of Butte County and P.R.C. 4290. 8. Connect to a public water supply. 9. Connect to a public sewer system. of the Butte County Fire Department. _ 10. Automatic fire suppression sprinkler systems shall be installed in all residential structures in accordance with the National Fire Protection Association Standard for the installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that -meet ±Firei,Department specifications, serves the parcel. _ 11. Pay T.D.D. (Thermalito Drainage District) fee in the amount of $ _ 12. Meet the requirements of the Department of Fish and Game for the preservation of oak trees. (See`lJH6n' e'number below) 13. Obtain approval from the Department of Fish and Game for vegetation removal. Contact Fish & Game at 916-355-7010. 14. A traffic mitigation fee for each new or additional living unit shall be paid. Pay the amount of $ as stated in the Oroville Area Traffic Mitigation Fee Agreement.' Payment to be made to the PYanneng Division. _ 15. All new residential buildings shall be constructed to comply with the requirements of the Uniform Building Code for seismic safety. Mobile homes shall be constructed on a permanent foundation system which complies with the Seismic Zone 3 requirements of the Uniform Building Code. 16. Deer Mitigation fees are to be paid, if such fees have been adopted by the Butte County Board of Supervisors. X 17. Pay school impact mitigation fees. X 18. A development impact -fee for sheriff facilities shall be paid pursuant to the provisions of Chapter 3, Article II of the Butte County Code. 19. Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988 as amended. 20. If any cultural resources are encountered during ground disturbing activities, all work shall cease in the area of the find pending examination of the site by a professional archaeologist. This person would then be able to assess the site significance and suggest appropriate mitigation measures. 21. 22 23 24 25 26. AIO 1N3Wd013A30 aw 3108 J0 A:Nnoo 1661 �0d3S GABON LD 7/96 C:\WP51 \FORMS.K\BLDGPERM.CLR RESIDENTIAL PLAN. CHECKING GUIDE SINGLE FAMILY, DUPLEX AND MISCELLANEOUS ONLY OWNER: S4nC-(OL4 BUILDINGPERMITNUMBER .9-7- 192/ PLAN CHECKER: M13 W A. P. NUMBER: OS 8 - o1 o -to GENERAL: L. Zoning requirements: (side yards and number of permitted living units). 2. Valuation. 3. Plans signed by designer. 4. Proper description of work on application. 5. Existing violations on property. 6. Items on data sheet, (Impact Fees, Environmental Health, Developer Fees, etc.). 7. Recorded notice of violation. PLOT PLAN: 1. Complete parcel size and dimensions. 2. Setbacks, side yards, easements, etc. 3. Other buildings or structures. 4. Grading, fills and/or drainage. 5. Flood hazard. 6. Special conditions on creation map (Noise, Snrj- k'.^ra. `Vater Tender, Trees, etc.). 7. F.A.U. & F.A.S. road setback. 8. Building or utilities across lot lines (Record form). FLOOR PLAN: 1. Complete to scale plan with dimensions. 2. Required windows for light and ventilation (Section 1203). 3. Required windows for second exit (Section 310.4). 4. Skylights (Section 2409 & 2603.7). 5. Glazing in Hazardous Locations (Section 2406). 6. Required room sizes, ceiling heights (Section 310.6). 7. G.F.C.I. in baths, garage, kitchen, wet bar and exterior outlets (N.E.C. 210). 8. Lights, switches, receptacles, and exterior receptacles for maintenance of mechanical equipment. 9. Location of water heaters, heating and cooling equipment, other electrical or gas equipment. 10. Garage firewall, door size and closer (Section 302.4). 11. Minimum of one 3'0" exterior door (Section 1004.6). 12. Fireplace and wood stove location,, alcoves and clearance. 13. Smoke detectors (Section 310.9.1). 14. Plumbing fixtures, water closet clearances and shower size. STRUCTURAL DETAILS: 1. Conventional Construction - Unusually Shaped Buildings (Section 2326.5.4). Standard bracing or engineered design (Section 2326.11.3). Clerestory requiring balloon framing and/or engineering. 4. Three story building requiring engineered calculations and plans. 5. Foundation plan complete enough to construct building. 6. Floor construction details complete enough to construct building. 7. Elevations and wall construction details complete enough to construct building. 8. Roof construction details complete enough to construct building. 9. Rafter ties or bearing ridge beam. 10. Fireplace construction details and calc. if necessary. 11. Garage door and/or porch header sizes. 12. Stud heights. 13. Adobe soils = special foundation design. 14. Retaining walls requiring design. 15. Special Inspection requirements. 16. Header size. ' Cf June 1997 3.2 PMO 'MISCELLANEOUS ITEMS TO LOOK OUT FOR: I . Stairway details: landings, rise and run, head clearance, handrails (Section 1006). 2. Guardrail details (Section 509). 3. Brick or stone veneer (Section 1403). 4. Exterior plaster - weep screeds (Section 2506). 5. Proper roof pitch for roof covering (Section 1501). 6. Roof covering type - (fire hazard). 7. Foam insulation - protection. 8. 36" halls and stairways. 9. Living area over garage - complete 1 -hour separation required on garage side including supporting walls and posts. 10. Two exits on three - story dwellings (Section 1003). 11. Underfloor access and ventilation (Section 2317.7). 12. Attic access and ventilation (Section 1505). 13. Combustion air for fuel burning appliances - L.P.G. requirements. 14. Noise requirements on duplexes. 15. Energy design. 16. Flashing at all exterior openings. 17. C.D.F. responsible area requirements. 18. Automatic Fire Sprinkler Systems (Section 310.10) 19. For Inspection Jacket: Flood Hazard/Elevation Certificate SRA Requirements Sp al Inspection Requirements Automatic Fire Sprinklers June 1997 k 3.2 DONALD & KATHLEEN SINCLAIR 5660 CATHY LN PARADISE, CA 95969 Re: B.P:497-1881 L A N D O F N A T U R A L W E A L T H A N D B E A U T Y BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (916) 538-7541 FAX: (916) 533-2140 11/3/97 With reference to the above subject, attached is: [ x] Plan Check List [ ] Red Marked Calculations [ ] Red Marked Plans [ ] Other A.P.# 058-090-107 Action Required: [ x] Comply with Plan Check List [ ] Resubmit Plans with Revisions As Required [ ] Return All Original Materials and Revised Plans to the Building Department [ ] Other Should you have any questions, please contact this office at the address or phone number listed above. Sincerely, MARTHA WHITNEY - PLAN CHECKER PERMIT APPLICANT DONALD & KATHLEEN SINCLAIR PERMIT NO. 97-1818 ASSESSOR PARCEL NO. 058-090-107 DATE 11/3/97 The above referenced building plans were reviewed by this office. Provide additional information and/or make appropriate revisions to plans, specifications, and calculations as follows: SECOND PLANCHECK LETTER. FOLLOW UP TO LETTER*DATED 9/16/97. 1.3 GENERAL NOTE: NUMBER 9 STILL INCORRECT. 2. LATERAL BRACING. BRACING IS REQUIRED TO BE SHOWN ON PLANS. LOCATION,METHODS MATERIALS & ATTACHMENTS. PLANS DO NOT SHOW THESE REQURIEMENTS INCLUDING INTERIOR BRACING ON UPPER LEVEL AND FOUNDATION REQUIREMENTS FOR LOWER LEVEL. PROVIDE ALI:�-, REQUIRED BRACING PER 2326.11.3 UBC AND INCLUDE A BRACED WALL PANEL SCHEDULE. ENGINEERING THAT YOU PROVIDED WAS FOR FOUNDATIONS DESIGN ONLY. 3. TO BE.CHECKED BY OUR ENGINEER.. 4. 'NEW ITEM. YOU NOW HAVE DORMERS ON EACH SIDE OF STRUCTURE. YOU MUST CHANGE PLANS TO REFLECT THIS. ROOF FRAMING, SECTIONS AND ELEVATIONS. j MARTHA WHITNEY - PLAN CHECKER If you wish to discuss any requirements, you may contact me at (916) 538-7541 between 1:00p.m. and 4:00 p.m., Monday through Thursday. 9 0 9/16/97 DONALD & KATHLEEN SINCLAIR 5660 CATHY LN PARADISE, CA 95969 count LAN D OF NATURAL W E A L T H AN D BEAUTY BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (916) 538-7541 FAX: (916) 538-2140 Re: B•P.#97-1881 A.P.# 058-090-107 With reference to the above subject, attached is: [x ] Plan Check List [ ] Red Marked Calculations [ ] Red Marked Plans [, ] Other Action Required: [x ] Comply with Plan Check List [ ] Resubmit Plans with Revisions As Required [ ] Return All Original Materials and Revised Plans to the Building Department ] Other Should you have any questions, please contact this office at the address or phone number listed above. Sincerely, MARTHA WHITNEY - PLAN CHECKER CC: SCHROEDER CONSTRUCTION E; P'�T APPLICANT DONALD & KATHLEEN SINCLAIR ASSESSOR PARCEL N0. 058-090=107 PERMIT N0. 97-1881 DATE 9/16/97 The above referenced building plans were reviewed by this office. Provide additional information and/or make appropriate revisions to plans, specifications, and calculations as follows: 1. PLANS ARE TO BE SPECIFIC AS TO WHAT YOU ARE BUILDING. NO "OPTIONS" E ALLOWED ON PLANS. PLEASE ADDRESS THE FOLLOWING -AREAS & REMOVE F TAILS YOU ARE NOT BUILDING. •j.eY PULL DOWN LADDERS ARE NOT APPROVED FOR EXITING - REMOVE. DETAIL 8 IS ALSO NOTED AT PLAN AND THEN CROSSED OUT ON FRONT PLAN SHEET. IF USING STAIR- CASE, SHOW FLOOR OPENING, ETC. 1-2` PLANS CALL FOR TJI'S AND FLOOR TRUSSES HAVE BEEN SUBMITTED. 1.3 GENERAL NOTES: NUMBER. -9 IS INCORRECT PER 1994 UBC SEISMIC ZONE 3. REMOVE AND CHECK ALL OTHER ITEMS PER CODE. 2. LATERAL BRACING BRACING IS REQUIRED TO BE SHOWN ON PLANS. LOCATION, METHOD, MATERIALS AND ATTACHMENTS. PLANS DO NOT SHOW ALL"OF THESE REQUIREMENTS INCLUDING INTERIOR BRACING ON UPPER LEVEL. PROVIDE -ALL BRACING AND INCLUDE A BRACED WALL PANEL SCHEDULE (EXAMPLE FOLLOWS:) A. TI -11 SIDING WITH 8d RAILS AT 6"O.C. EDGE, 12"O.C. FIELD. B. 1/2" GYPBOARD WITH 5d COOLER NAILS AT 7" O.C. OVER ALL. IN ADDITION "GARAGE ANCHORING DETAIL IS NOT DRAWN PER CODE. I'M ASSUMING YOU ARE TRYING TO SHOW REQUIREMENTS OF 2326.11:4 UBC. SINCE YOU ARE NOT USING THIS METHOD ON PLANS REMOVE DETAIL. 3. PROVIDE A FOUNDATION DESIGN FOR GRAVITY LOADS PER TRUSS 4. (ENGINEERED CALCS) TWO SETS - WET SIGNED BY ENGINEER. 4. PLANS MAY BE PICKED UP IN OROVILLE OFFICE OR CALL IF YOU WANT THEM SENT TO CHICO OFFICE. MARTHA WHITNEY - PLAN CHECKER If you wish to discuss any requirements, you may contact me at (916) 538-7541 between 1:00p.m. and 4:00 p.m., Monday through Thursday. PERMIT APPLICANT DONALD & KATHLEEN SINCLAIR PERMIT N0. 97-1818 C ASSESSOR PARCEL NO. 058-090-107 DATE 11/3/97 The above referenced building plans were reviewed by this office. Provide additional ' information and/or make appropriate revisions to plans, specifications, and calculations as follows: SECOND PLANCHECK LETTER. FOLLOW UP TO LETTER DATED 9/16/97. 1:3 GENERAL NOTE: NUMBER 9 STILL INCORRECT. 2. LATERAL BRACING. BRACING IS REQUIRED TO BE SHOWN ON PLANS. LOCATION,METHODS MATERIALS & ATTACHMENTS. PLANS DO NOT SHOW -THESE REQURIEMENTS INCLUDING INTERIOR BRACING 'ON UPPER LEVEL AND FOUNDATION REQUIREMENTS FOR LOWER LEVEL. PROVIDE -ALL-.--:, REQUIRED BRACING PER 2326.11.3 UBC AND INCLUDE A BRACED WALL PANEL SCHEDULE. ENGINEERING THAT YOU PROVIDED WAS FOR FOUNDATIONS DESIGN ONLY. 3. TO BE CHECKED BY OUR ENGINEER. 4. NEW ITEM. YOU NOW HAVE DORMERS ON EACH SIDE OF STRUCTURE. YOU MUST CHANGE PLANS TO REFLECT THIS. ROOF FRAMING, SECTIONS AND ELEVATIONS. MARTHA WHITNEY - PLAN CHECKER If you wish to discuss any requirements, you may contact me at (916) 538-7541 between 1:00p.m. and 4:00 p.m., Monday through Thursday. NOTES' . . RESIDENTIAL PERMIT NO.j.. _ 058-09-0-107 00-1444' THOMAS, GORDON C. 16101 DOON GRADE RD., MAGALIA r i CONTR: OWNER REMODEL SINGLE FAMILY r, fi h } SPECIAL CONDITIONS CHECKED + BY '. -- SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS i SUB -STANDARD HOUSING LETTER r Y 74;M 14 b. ILI L/ ,! Sc /� rt JOB FINALED (Date) t„ c Signature ,/ = OK 0 = Not OKi ^" - = Not Applicable MOBILE MOMES,�` • = Not Ready Date ` MOBILE HOME 9TILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete A 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location- Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or/ /"L"ft./ PLPG _I 7. Well Clearance & Disconnect 8. Utility Clearance Date • 1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s Setbacks -Easements 1. Zoning Requirements -Setbacks -Easements Soils; Compaction -Structure Stability 2. Footings; Size -Spacing -Marriage Line Pool Structure; Steel -Connections -Thickness Dead Men -Lining 3. Gas; MH Test -Demand -Valve -Connector Elec.; Receptacles and Lighting, Distance-GFI 4. Electricity; MH Test -Crossovers -Breakers -Clearances Elec.; Pool Lighting; 15 Volts-GFI 5. Drain; MH Test -Fall -Flex Connector - Elec.; Enclosures; Conduit Entries -Terminals -Listed 6. Water; MH Test -Regulator -Connector Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 7. Water and Sewer Connected -C/O to Grade -HD Approval Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main in Conduit 8. Gas and Electricity Tagged t Health Department Approval 9. Tie Downs -Type -Installation Cert. Plumb.; Cir. Test -Water Supply Test 10. Exits; Insp.-Sketch Light Niche 11. Cert. of Occupancy 12. Permanent Foundation Only; License Decal Date Date Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 A I wISOELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Beams- Rhrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures e 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills -Anchors- Studs- Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing _I 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date • � i I wISOELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Beams- Rhrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures e 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills -Anchors- Studs- Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 V= OK 0 = Not OK - = Not Applicable =Not Ready r RESIDENTIAL (; Date Underfloor (Plans) OK except #'s Card B- 1. Zoning -Setbacks -Easements -Flood -Slope Date 2. Fig., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth Card B-1 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Fig. Depth 5, Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel -Blackouts -Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped /f/ , , f 114-11 8. ""9. 10. 11. 12. 13. 14. 15. 16. Piers -Fireplace Ftg.-Steel D. W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test Water Pipe; Test -Anchors -Regulator -Service Test Electric Underground Plenums & Ducts; Clearance -Material -Support -Ins. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies Access & Ventilation Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date P UMBING (Permit) OK except #'s 17. ater Htr.; V Acces ombustion Air Baffle (101Y14,ter 1 Pi Te nchor Nail Protection . .W.V.; T Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors Date jf 16 L Date ` Card B-1 Date Card B-1 Card B-1 Date Card B-1 Date ,do ELECTRICAL (Permit) OK except #'s .re & Transformer Clearance -Ins. Protection Elec. Receptacles Spacing -Lights & Switches at Doors 27. ize Boxes & No. of Conductors Stapled mex Installed Close to Edge of Studs & C.J. E 'p. Ground made up w/Mech Fasteners -Bond Gas & Water Appliance Circuits in Kitchen & Conductor Size GFI 29. Subfeed Wire Size rJ / ga. Cu or AI-A.C. Wire Size/ / ga Cu or AI 30. Range Circle / C/ ga �I-Oven Circ. / / ga Cu or At Insulated Neutral s ❑ No 31. Service -Riser Conductors & Ground Main Disconnect 32. Equip. Clearances Panels-Motors-Mech. Equip. 33. Clothes Closet Light -Shower Light -Spa Light 34. Smoke Detector Date r n Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 35. A.C. Ducts Insulation & Support 36. Vent Fan, Exhaust above insulation 37. Condensate Drain & Overflow, Size & Grade 38. Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet 39. Attic Access & Platform if Furnace in Attic Date 7 4f2 Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 40. Sits Proper Materials & Anchors 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing jingle & Duplexj f Date FRAMING (Continued) 4 . Hangers -Post Caps -Anchors -Connector• Joist-Rftr. Ties-Purlin-Rolf Bac.- ss ing.-Rfng. fireplace Ties or Type A Flue -Fireplace Throat Clearance 4 ttic Access; Size & Romex Protection -Draft Stop -Ins. Baffles . Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 5 G age Fire Protection Framing 5 Property Line Firewall & Openings 5 E . Doors -One 3' -Check Garage 3rd Story, 2 Exits 5 tairs; Width -Headroom -Rise -Run -Landing -Fire Protection Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 5 iding-Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access zing Area -Glass Protection -Skylights -Plastic 51S48ar Walls; Nailing -Bolts 6©„ Brace Interior/Exterior Wall Panels Insulation -Walls -Ceilings 62. Infiltration -Walls -Windows Date O -o Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s .,Steps -Door & Sidelight Protection -Landings oke Detector Furn a Vents -clearance -Comb, Air-Connector, Gara- Above Floor-Ducts-Mech. Protection W 9XI. ath Fixtures & Tub Access -Spa Trim & Subpanel, Breaker Sizes & Labels K. replace or Stove, Clearance -Hearth 71. lets at Wood Panel, Int. & Ext. VlooprFixt. & Appliance; Ground -Air Gap -Cooking Clearance tZ c. Outlets & Receptacles at Kit. Counter gda�Dellre Door; Swing -Landing -Closure Duct in Garage -Damper Wtr. Htr.; Vents -Clearance -Comb. Air Connect r -P i ar ge; Above Floor-Mech. Protection P Elec. & Mech. Equip. Listed for Location 18"Xec. Receptacles in Garage (F.F.I.)-Romex Protection ul ion -Foam -Looked in Attic and Rails & Deck Construction -Post Caps Fdn.,VBents & Crawl Hole Door Drainage & Wood -Earth earance Looked under Floor ❑ Yes 2. Following Instld./Drive 0 Yes 0 No/Walks •J Yes 0 No/Planters ❑ Yes ] No 2-r-A.C.,0nit Disconnect, Electrical -Plumbing V s Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings V Ex or_Elec. Trim, G.F.I. Receptacle -Underground t8 . Rtffa`tion Throughout House Or C ctions from Previous Inspections G est -Meters Tagged, Gas -Electric W & Sewer Connected -C/O to Grade -HD Approval Jal'�EneW Compliance Certificate -Other Certificates i. ddress Posted Comments at Final: Date a Card B- Date Card B-1 Date Card Date Card B-1 Date Card B -1; -'Date Card B-1 Comments at Final: . y LOERKE INSULATION CO., INC. INSULATION CERTIFICATE Doon Grade Lovelock Number and StreetCitv County Subdivision Lot Number DESCRIPTION OF INSTALLATION 1. ROOF Material Brand Name Thickness (inches) Thermal Resistance (R -Value) 2. CEILING Batt or Blanket Type Fiberglass Batts Brand Name Johns Manville Thickness (inches) 13" Thermal Resistance (R -Value) R38 Loose Fill Type Fiberglass - -- Brand -Name --Johns Manville - - - -- Contractor/s min. installed weight/ft sq. b. Minimum Thickness inches. Manufacturer's installed weight per square foot to achieve Thermal Resistance (R Value) 3. EXTERIOR WALL Material Fiberglass Batts Brand Name Johns Manville Thickness (inches) 3.5"/6.5" Thermal Resistance (R -Value) R13/R19 4. RAISED FLOOR Material _ Fiberglass Batts Brand Name Johns Manville Thickness (inches) 6.5" Thermal Resistance (R -Value) R19 5. SLAB FLOOR / PERIMETER Material Brand Name Thickness Thermal Resistance (R -Value) Perimeter Insulation Depth (inches) 6. FOUNDATION WALL Material Brand Name Thickness (inches) Thermal Resistance (R -Value) DECLARATION I hereby certify that the above insulation was installed in the building at the above location in conformance with the current Energy Efficiency Standards for residential buildings (Title 24,Part 6, California Code of Regulations) indicated the Uertificate as on of compliance, where applicable. C.L.#499150�Q-- LOERKE INSULATION CO., INC. Item #s 640tureQafe� Installing Subcontractor (Co. Name) Or General Contractor (Co. Name) Or Owner Item #s Signature, Date • Installing Subcontractor (Co. Name Or General Name) Owner Contractor (Co. Or Item #s Signature, Date Installing Subcontractor (Co. N ame) Or General Contractor Co. Name Or Owner t INTER -DEPARTMENTAL MEMORANDUM TO: BUILDING DIVISION, OROVILLE FROM: .Sc., ft l3eG�v-ZQ , ENVIR. HEALTH, CHICO DATE: 10- t 7-00 RELEASE ENV. HEALTH HOLD ON BUILDING FINAL FOR: OWNER NAME: SEPTIC: _ WELL: AP#: ®YD - Q90 -107 ADDRESS/LOCATION:./6/`9/ _Doot% 6.44 D-EX�2) Comments: GL/memos/releasehold COUNTY OF BUTTE `N 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 T OWNER ` PERMIT" NO. a s . <x 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 r completed. If you have any questions pertaining to this matter, or need additional explanation, . P please contact this office immediately. 604 :0 t7t 4 r C 2.19 21 -Ar ! iL � Off_ Q'lL �,J %< i0 r 2 • y'.1 .. Ile- � 3 7 mid fed ,6 - 061- ,� yrt rs r� ��9 Date Inspector REV 10/92 COUNTY OF BUTTE BUILDING DIVISION EPARTMENT OF DEVELOPMENT SERVICES 411 Main Street - Chico, CA - (530) 891-2751 7 County Center Drive - Oroville, CA * (530) 538-7541 rLp CORRECTION NOTICE Z� OWNER 1 PERMIT NO. 7 - OWNER A OWNER nspection indicates that the following violations of butte county Ordinances exist at the above r above a dress and should be corrected. Please notice this office when correction of work is comple ed. If you have any questions pertaining to this matter, or need additional explanation, pleass 0 leas contact this office immediately. r. COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street * Chico, CA * (530) 891-2751 7 County Center Drive 9 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 stions pertaining to this matter, or need additional explanation, contaccp ff9 i ediatel 0'j -z>A_ r 2V"14e r e. r !;aC / / A�-r- trc- 12e- 4, Of ev /�j Cl i8'j - "7 4ate EV 10/92 aw'/ ':vs/X4 C -/RC 14- b"j 00:1W Inspector c)-) ,4-r cA, G Le eW 1,//,p iL jL j e e k7leA-t6et 4U6:T( ^^,)u 'Ke r1VA42C j /ye )4),r OJ j Lj A - e `3 AW Date` Inspector V A0/92 COUNTY OF BUTTE .1 BUILDING DIVISION A DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street - Chico, CA * (530) 891-2751 7 County Center Drive * Oroville, CA - (530) 538-7541 V-1 ii 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 co tact this office immediately. c)-) ,4-r cA, G Le eW 1,//,p iL jL j e e k7leA-t6et 4U6:T( ^^,)u 'Ke r1VA42C j /ye )4),r OJ j Lj A - e `3 AW Date` Inspector V A0/92 COUNTY OF BUTTE . BUILDING DIVISION X! DEPARTMENT OF DEVELOPMENT SERVICES? 411 Main Street - Chico, CA - (530) 891-2751 7 County Center Drive - Oroville, CA* (530)'538-7541 CORRECTION NOTICE rA OWNER _ ' PERMIT NO. N A routine inspection indicates that the following violations of butte*county Ordinances exist at the above addr ss 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, s please con act this office immediately. o. •� 'A) rV' ;x Date S �!! / nspector �EV 10/92 .. Date REV 10/92 mspecior COUNTY OF BUTTE a 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. s 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 +I completed. If you have any questions pertaining to this matter, or need additional explanation, :+ please contact this office immediately. 2✓ft-tet. al 0 d' ,a.� 1 �� V 4A f yIVG j e �/h c ? J/lc n l / r✓ �rJYt JC r. � �/ / � r 4- 5-f Caner► •trove C�,�4'ra�� f O 112& t! -all a Cad -fie- c le/ew' ,/4 e 'V'r 6 /Vt Grvf�/2 I Date REV 10/92 mspecior REV 10/92 COUNTY OF BUTTE A BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751. .. 7 County Center Drive • Oroville, CA • (530) 538-7541 d CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the aA 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. IV - REV 10/92 V*, COQNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (530) 538-7541 ERMIT O. (Rev.12/96) APPLICATION AND PERMIT 0 " ER MIT -,Tba, ZONING BUILDING PERMIT owl�V.7RDVONN C THOMAS TElg"-8306 / / SO. FT. OCC. BUILDING VALUATION '1`6`6 °'L TTsRD, PARADISE 95969, 588 coy 7,644.00 copl,T�c WS NAME - PAGER 571-5710 TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace A 1,500.00 LENDER'S MAIUNG ADDRESS Total Valuation $ c� �T ARWR 060 LARRY WARNER ucEruE No. Flinn Fee $ 20.00 Permit Fee $ 723-50 ARCSg9TT C�NNORS�CTRESCHICO 95926 T Plan Checking Fee $ 47n 9s BU116101�D00N GRADE RD, MAGALIA Energy Plan Checking Fee $ 23.00 PERMIT FEE $ 19,1 R LOT NO. SUBDNISIOWS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF � Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 1J 7.00 Qi -nn I Solar or heat pump water heater 23.00 Water piping 15.00 15 QQ Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other 11 Describe Work: COMPLETE WORK Gas piping system 1 - 5 outlets 15.00 15 00 Building sewer 15.00 GO Mobile Home S G W @20.00 ' PERMIT FEE S 171.00 ELECTRICAL PERMIT Filing Fee 20.00 Main Service 20.AOR"sss 23.00 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.PowER 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. ❑ 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason 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 Main Service To 46.00so WEE200A CCU000A NEW coNsr. DWELLING Occup. OR ADDNS. ( s ACC. BLDS. so 3.50,. 77.28 EW N"ONRESD ' MULTI.OunEr @7,50 APPARATUS 8 SINGLE OUTLET cIR. TU Ex. OCCu OUTLET OR FIXRES @'•50 BAL O .50 Ex. Occup. OUTLEDT3 REESID°Ea 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S 120.78 MECHANICAL PERMIT Fling Fee 20.00 Heating 15.00 Cooling 15.00 Hood 6.50 6.50 Ventilation 3 4.50 13.50 PERMIT FEt S 70.00 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 cc ply with those pro ' ions. X _ Date "�� D Signature of Applicant - ❑ 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. Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00 occ CONST. TYPE TOTAL FEE $R3 VN 6 HAZ. D. F IMP X FLOOD X CDF X PARCEL X PD HD ISSU This permit is herebyiss ed under of the Butte County C de and/or indic o f r wh h fees have By �� PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date �V! � 0/ Date ReceiptNo. 294720/$1553.28 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -AP LICANT COUNTY OF BUTTE - OEPAATMENT OF OE`/ELOPMEN' SERVICES - BUILDING 01VISION 7 County Center Orlve - Oroville, California 95965 '• ielephrr,e .5,3')j 538-7541 o E P �yv � ,, �i9tf1 ' ' T ' {; APPLICATION AND PERMIT`S .-suaos,-AReaNUYseI Sf -490-10 noiaa BUILDING P R 53 X851 °® 7W0011111 iv rapona Zrc. S0. — ! o81.4E ING VAL'U'ArION- 877- 834 70 7�-- S'e 77" 7/- 5 7/4 ► I-ONMAOTOR7 YAUM cow' a Firs lace,C�/ usNoo» YARDIO AOOReee Total Valuation _ A^cN^IcT OR C ` h Q'l� H �/ utx'sa NO' Filing Fee i �1^ 2 U �"OK 1 Permit Fee/723, i ARCIPO ECT OR vioNeon ConS AooRass J- If K I C o / �� 9r7 %Z6 Plan Checkin F - E au�OraAoontss� n� e Q / ' �� Energy Plan ecking Fee S ex) s ' PERMIT FEE _ TND ' rRRea� "'Mn PtUfABING PERMIT Fling Fee II 2c Each Trap 7.00 U8EOF8TRUCTURE Soler or heat pump water heater 23.00 SF jq DupWx O Mobilehame Cl OMW Water piping 15.0o sPse" Each gas water heater or vent 15.00 TYPE OF WORK Gas piping system t - S outlets 15.00 New 0 Addition O Remodel CK L=lw 0 Instslation O Otlw Al 7 t k 1.5 Building sewer 15.00 Mobile Home 1 S 1 G i W 020.00 Describe work: PERMIT`FEE I a 1k1� ELECTRICAL PERMIT . I I Filing Feel 20. Main Service sooA o�R u`�sa 23.00 Mein Service 20" TO 9000A I 46.00 i NEW CONST.OWBL0i0 oocun. OR AOONS. i AOC. 8 Ds. 3.52SO' R. NEW CONST. YUlT1-0UTLFT NOµRfS.o. I (x7.50 " P,0 APPARATUS � as OUTUET as EX. Occup. oun Er OR i'KnOm 1 20 i 1001 .10 =1O APP=.Oi!EX. OeeU 5.00 Temporary Service 23.00 Mobile Home Facilities I 20.00, Misc. Wiring 23.001 All X PERMIT FEE: MECHANICAL PERMIT Fling Fee 20.c Heating Cooling I IDt " Hood a-So (o Ventilation PERMIT FEE S u Mobile Home Installation Fee i Energy Inspection Fee = M I co"`T rrINI TOTAL FEE S IV- This pwrmt .s hereby issued under the applicable pro aeon of the Suite County Code and/or Resolutions to dowore ndicated above for which fees have been paid. ` cx. �� r7l)� By Oete COUNTY OF BUTTE r DAPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 TELEPHONE (916) 538-7541 �j SCHEDULE OF FEES DUE OWNER � �G!/Y !� O LIMS A.P. # PROPOSED BUILDING USE DATE ' D� 1. BUILDING PERMIT FEES r� -- Balance Due ................. $ a -- Additional Fees Due ....... $ -- Additional Fees Due ........... $ -- Revised Plan Checking Fee ....... $ 2. SCHOOL DISTRICT FEES (paid at District Office) 3. SHERIFF FEES (paid at Builtng Division) /�/j Residential ........ x $360.00 = $ 360 �" Units Commercial (sq.ft.)... x $0.03 = $ Sq. Ft. 4. URBAN AREA FEES (paid at Building Division) 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) 4gi. 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) RECEIPT # DATE REC 6-. 6 �a.ce) 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 irr�'D 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 projector 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) C TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance t. E.H. USE ONLY Plot Plan Attached Floor Plan Attached Sant to B.D. 1/ r . 7h ow -as 142101 DwrK C ► ale 05'8- 090-107 Owner Location AP# Plan Approved for: Sewage Disposal _ Water Supply: Public Private Well Clearance for 2,tj_ dwelling. 6tlter I.JZ1 rk a 10C 04alix, old inal for: Sen4 r r-fil Final clearance O.K. for: NOTE: / i,3c=J l - s 7- /y - cV Environmental Health Specialist Date 8/96 CO NTY O-4"TE - DEPARTMENT OF DEVELOPMENT SERVICES -'BUILDING DIVISION 7'C ,JNTY CENTER DRIVE - 0ROVILLE, CALIFORNIA 95965 - TE (530) 538-7541'(10, 00 PE"IT"PLICA TION DATA SHEET OWNER:! _t " -f 1,AAM ASSESSOR PARCEL NUMBER: !9 Proposed Building Use° WoM a Building Inspector: D � At time of permit application, I was advised the following data must be submitted prior ❑■ tems have been submitted-------------------------------------------- ----------------------------------------- plans,i0/ sets, signed bysthe preparer of plans.------------------------------------------------------------ iplete plans& sets, signed by the preparer of plans.------------------------------------------------%�,''r3 neered plans/4 sets; with wet signature - on plans. All engineering must be shown on plans. -------- neered truss details and layout in duplicate (required prior to plan review) No faxes! ---_. - gy Design Compliance and supporting documentation. ----=----------------------- LJ,/.i Statement of Intent for Non -Heated and A/C Buildings. ---------- ---------------------------------------------- El 8: dour Material Form.----------------------------------------------------------'-`- ---------------------------- 9 uetured Home data and installation instructions including Tie Down Specifications ------------------- $ $ 0= `------------------------------------------------------------ _, pact fees as shown on the attached schedule. -----------------=G z aliforma Department of Forestry plan approval/fees.--------------------------------------------------------- - 1 . Flood elevation certificate. ----------II------------------------------------------------------------------------------ �� C , 14y. Sanitation and plot plan app rovalChi C o Health Department. -------------------------------------=-----c— ❑ 15. City of Chico plumbing permit.-----------------=----------------------------------------------------------------- `❑ 16. Plot plan and business license approval from the City of Biggs. ---------------------------------------------- / y ❑ 17. Planning approval for (A) Use: - (B) Parking: 18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ----------------------- ❑ 19: Encroachment Permit for driveway (construction approval prior to occupancy). ---------------------------- 020.F -------------------------- ❑ 20.tion for - required. Request to Building Inspector on (Date) 021 ontractor's license information. (Number, Name Style, Classification). 022 ' Workers' Compensation carrier and policy number. ------------------------ ❑23. 0 gilder Verification (Given to owner 0,4Mailed to owner ❑). -- er of signature autthorization- -------------------------------------------- v 5. Recorded copy of Agricultural Acknowledgment Statement. -------------- 26. Letter of intent on building use. ----------------------------------------------. 027. Manufactured Home utility clearance. ❑28. Existing violations and/or expired permits. --------------------- '-`- ❑29. ❑433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ 030. Othen<2," rti /AA,, f i --------------- ---------------- ---------------- ------------------------ —-- ---------------- --------------- 3 r When you issu Q � ro s as fd�%ws D`Ivlail "to ownei ❑Mail to.contractor. —5VQ- � �V v Telephone O 0 3 and hold for.picku at C h i a office. ❑ Deliver ith inspector. r ///�-- /_71 z , ApPhoant: — �Da Copy o�si-MatTorm senf ❑ I4ealth Department, ❑ Fire Department, ❑ Air Pollution Date: " l By: V V� Copy of plans sent ❑ Health Department,. ❑ Fire Departmen they: Date: 11 1. Index permit application for the above items numbered: ❑Plan Check List 2. Additional items required: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building.Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: `` r Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: i () Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ BuildingD' ' 'on counter, by 'Date: Plans reviewed by,,.-. Date: Plans approved by: Date: X00 Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Voll..... /`...... Tl,.-....-a.Y,._a _r T--•-�------` c'----. _ .-. , . .� MoroM 00 �21- 21?)4 -rr 406 4=� BUTTE. COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) School District� f� Building Z��County A.P. Number 0,5-6 10 7 Jurisdiction: � City Property Owner Property Location/A( Subdivision ................. :............................................................................... ................... ,6� Residential Development Sq. Footage ;?R 6 No of'Living Mobile Home Addition/ 'Supplemental to (Group R) Units Installation Conversion Permit # '(No foundation inspection): 0 0 New. Additior Plans reviewed by School District Sq. Footage (Including Exterior Roofed Areas) I("? � -fid Date District Identification No. L/k-/ School District certifies that (Applicant) 7� 72 -per-4 E e—OL`1Z.,Stn� (Street Address) ,, + �, /^� n^ (Phone Number) ( vV�l UIy i✓ 1`y 1 (City) (State) (Zip Code) has complied with the requirements of Resolution No. representing . LL{J 8 District Representative by payment of $ 4520 q0 square feet. IFABi 2926 E FULL MITIGATION $ Paid by Check # Remarks: b/ 61D Date 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 (CEGA), 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.xls (10/98)dmm 0A•E•C Groff • ARCHITECTURE • ENGINEERING • CONSULTING Principal Architect, LarryJWarner AIA CSI 25 September, 2000 Martha Whitney Plans Examiner Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 Parcel Number: 058-090-107 Building Permit Number: 00-1444 Dear Martha: The Items below correspond to the items on your plan check letter dated the 21" of September 2000. 1. We made note that the existing headers were installed in accordance with the original permit number 97-1881 and no changes were made. This is a remodel of the previous permit. I have added a call out for the existing 6x6 and existing 2'9" square, footing on sheets S-1, S-2, S-4. 2. I am not sure of which T-24 you are looking at, however, the revised T-24 dated 9-14-00, does reflect a wood (attached please find revised T-24 with U values for Milgard vinyl w/ clear glass). Also, I have attached the chart from Milgard reflecting the U value of the low -E windows that I was told are installed. Also, please note that yes, you can get R-38 installation into the scissor truss. I have attached a drawing to help explain how this is accomplished as well as what the differences are between this scissor truss proposed and a standard 5/12 pitch truss roof with (which is approved on a regular basis) R-38 installation. 3. I have added the double joist as requested. Please note that the approved plans under permit 97-1881, does not call out the requirement for the double floor joist at the required brace wall. No engineering had been submitted by us. I am not sure what you have in your possession. I have attached a new set of engineering calculations that I have done to clarify this confusion. We have revised the bathrooms to reflect the requested headroom. Please note the existing building does have 5'1" plate line at the second floor as previously stated. Note: There are no cantilevered floor trusses. Review the truss calculations for this condition as previously submitted The drawings also do not call out for cantilevered floor trusses. The drawings callout for 2x12 D.F. No.2 joists nailed to the floor trusses as also shown on the floor truss calculations by Longfellow Lumber. I have included a calculation on these within the engineering package attached Sincere , XLarryWarner 389-D CONNORS CT, CHICO, CA 95926 F-530-892-0392 V-530.892-8008 E-MAIL AECGROUP@AOL.COM WWW.AECGROUP.COM PLAN REVIEW RESPONSE FORM In ogler w expodite the review of y please complete tha SAW** Info and t+edun this fora with your ce-anittal this fora is not complete. as to all oo 'on Items, co willple not be able to aooept y re-submttxal for review. TOM Mut be rapoase to every item mqueVA in our plan conation letter. "By other' is not conddesed a valid response. pkase �atce v response to each item and the land= where the Information an be found on the olinidcala. �CX 2,t� o ti9 G 'T'�10 M p► S MORS PARCEL NUMBER 458-o90-101 A u � LIS7, - Z2, Z©can Im�q� 14 1)2� 010 --1444- LAP-RY WA" R -YL S Hfiz S COMMENTS: L.� O I nt"�-SCS f�7 T4C•I"4•�% �jZ+rG GG 4 T — tl uc.� Ly LQ1�' f t4�L tt . b "rLv�S cu✓oy air- Pnt;n (v -s L c ,�r�Yr77n PLAN CHECK ITEM N RESPONSE BY: LOCATION ON PLANSICALCS: Z, COMMENTS: INL-1— 27-W Y7 (4ARAO&AIts l ,,J L I✓c,-,9 I AA s t /,q 14" � n41ALAY'''� I N P LA c16— Wo clf-t c, rL. ITEM N 3 M on F=-�•il V'v P6 i5 v I c LILY A'--r7Nf-c4A-e-9 t0eq 14WA, qj PLAA CMECK (TEM f RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: /4 cri r` 0-2 F u e- C✓tAc✓( a,t' } r (r% �E �J 1 L4 L Gc- marts RESPONSE FOR PLAN CHECK LE TEO: A• 9A c 22 a PMN CHECK REM N. RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: FLA- (ML 1a2.ih�H # jjj 1" %At-; USI= VU, 1<wffL �3c�cllJ PLAN CHECK REM / RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: a a PLAN CHECK REM N RESPONSE 8Y: LOCATION ON PLANS/CALCS:" COMMENTS: WeA Jti1 o pt -V 0 F-LQ9 ✓L lo Ls�•7�� U T L Y n o ifA 5o 3, r Am PLAN CHECK ITEM N RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS:' �' (( 3I=✓J Lv �C1 U PLAN CHECK ITEM N 1 D RESPONSE BY: cam. wA1?je.2 LOCATION ON PLANS/CALCS: s ^ A4 COMMENTS: WOW 15lri.A-LLS ArSL ✓Q. A-Lljo TRr_ s ► O.s mQ J3nAAL&WAtk nay! kL --9A(l7 mss' 7H.L %.o� ro A-5 N e- T 13 W_4G ... (k s t 3 1 cars o /� LSc� tir R.o paL, . rr` 4a i s PLAN CHECK REM N RESPONSE BY: LOCATION ON PLANS/CALCS: A-1 COMMENTS: L.( L.R,LT/A/S t cto#v_y lfj.J Coe— _7 �� LI•G Ll.j L A*& �,W a" r1 S 111L M tgelr- 11Lki c7/,6 uZ lip-c0im Lkii rLcj wr%-i2- PLAN CHECK REM 0 RESPONSE BY: LOCATION ON PLANS/CALCS: :11A [RkSPONSE FOR PUN CHECKLETIWOATEO: I 4 JCI U5?' Z 2,Wx.,oC-) PLAN CHECK REM N 13 RESPONSE BY: LAA- > LOCATION ON PLANS/CALCS: A- 4 S -36S -z COMMENTS: A40AO-- 10 L L.c&A7 L,//, -A l 'F�,(1-5 C l4,?j l $ -% 1 /,0s7A L PLAN CHECK REM N RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK REM M RESPONSE BY: LOCATION ON PLANS/CALLS: COMMENTS: PLAN CHECK ITEM N RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK REM N RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM ar RESPONSE BY. LOCATION ON PLANS/CALCS:• N REVIEW RES PONS ORM In order to expedite the review of your tans, please complete the following informati and return this form with your resubmittal. this this form is not complete, as to all correction items, we will not be able to accept your re -submittal for review. There must be a va response to every item requested in our plan correction letter. "By others" is not considered a valid response. Please indicate yc response to each item and the location where the information can be found on the plans/calcs. ATTACH THIS FORM TO A COPY OF YOUR PLAN REVIEW LETTER AND RETURN WITH REVISED AND ORIGINAL puNc -r,46M A5 61 9/?. 6 A0 ASSESSORS PARCEL NUMBER PERMIT NUMBER 0(0-1444 (RESPONSE FOR PLAN CHECK LETTER DATED: StP' - 21, 2.cz:10 PLAN CHECK REM # RESPONSE BY: L•Q=Y � (A, r kJ 1Vt LOCATION ON PLANS/CALCS: COMMENTS: SX -'N�2 L-.(2, PLAN CHECK ITEM # 2 - RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM N 3 RESPONSE BY: LAAAly �a°*'WR^ LOCATION ON PLANS/CALCS: COMMENTS: c7f�/l. AK?TAC44/J L72 PLAN CHECK ITEM # RESPONSE BY: (�►�t2Y t>~l awl � LOCATION ON PLANS/CALCS: COMMENTS: SlLrt A�6'� L PLAN CHECK REM # RESPONSE BY: LOCATION ON PLANSICALCS: COMMENTS: GrL, R- A 1 7 L- r -+ • I - r PAN REVIEW RESPONSE *)RM In order to expedite the review of your plans, please complete the following information and return this form with your re -submittal. If this form is not complete, as to all correction items, we will not be able to accept your re -submittal for review. 'There must be a valid response to every item requested in our plan correction letter. "By others" is not considered a valid response. Please indicate your response to each item and the location where the information can be found on the planstcalcs. ATTACH THIS FORM TO A COPY OF YOUR PLAN REVIEW LETTER AND RETURN WITH REVISED AND ORIGINAL PLANS - OWNERS NAME DATE: LOCATION ON PLANS/CALCS: COMMENTS: ASSESSORS PARCEL NUMBER PERMIT NUMBER 0S8- v Q0 - 107 00 -1149f 4 - RESPONSE FOR PLAN CHECK LETTER DATED: . 5 �7 21, ZcxJu PLAN CHECK ITEM # RESPONSES LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM # IRESPONSE BY: ILOCATION ON PLANS/CA COMMENTS: ,TION O COMMENTS: PLAN CHECK ITEM # (RESPONSE BY: ILOCATION ON PLANS/CALCS: September 21, 2000 Gordon C. Thomas 7072 Pentz Rd. Paradise, CA 95969 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Parcel Number: 058-090-107 Building Permit Number: 00-1444 This office reviewed building plans for the permit application referenced above. The plans examiner's comments are listed in Part I below. Please respond in writing to each comment in Part -I by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Indicate which detail, specification or calculation shows the requested information. Additional response information is included on the response form. Your complete and clear response will expedite the recheck and approval of this project. If more than one party is responsible for plans, all party's must respond on the PLAN REVIEW RESPONSE FORM. PART -I Provide additional information and/or make revisions to plans, specifications and calculations as follows - Original building was not approved with a 6x12 header at garage door opening which now has three windows. There was an engineered beam at this location with required posts and a sized foundation for the support of this beam. Please provide an engineered analysis of the beam and its supports in this location. FOUNDATION SHOWN ON THE PLANS DO NOT REFLECT DESIGN FOR HEADER AT WHAT WAS PREVIOUSLY A GARAGE DOOR HEADER AND IS NOW A BANK OF WINDOWS. PROVIDE SIZE OF REQUIRED SUPPORT, BOTH POSTS AND FOUNDATION. /Provide revised energy calcs for both orientation and square footage of window and door openings. ORIENTATION OF WINDOWS AND SIZES OF WINDOWS AND DOORS ARE STILL NOT CORRECT WITH THIS SUBMITTAL. PLEASE REVISE. AS ALL WINDOWS AND DOORS MODELED IN THE CALCS HAVE A VERY LOW U -VALUE YOU MUST VERIFY THESE WINDOWS AND DOORS MEET THE MODELED U -VALUE. R-38 CEILING INSULATION CANNOT BE INSTALLED IN THE SCISSOR TRUSSES FOR THIS BUILDING. YOU HAVE NOT MODELED A RAISED FLOOR AND HAVE NOT SHOWN THE REQUIRED INSULATION FOR FLOOR. PLEASE REVISE ENERGY • 0 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX CALCS. INTERIOR BRACED WALL PANELS A�ONGENTIRE REQUIItED TO HAVE DOUBLED FLOOR OISTS DIltECTLY UNDER THE PANELS THE LENGTH OF THE BRACED WALL LINES. UPPER FLOOR STILL DOESN'T REFLECT THIS REQUIREMENT AND LOWER FLOOR HAS DOUBLED JOIST IN INCORRECT LOCATION. YOU HAVE NOT PROVIDED THE ATTACHMENT OF SOLE PLATE OF BRACED WALL PANELS IN YOUR BRACED WALL SCHEDULE. �! ENGINEERING SUBMITTED IS NOT STAMPED AND SIGNED BY THE ARCHITECT, / INCORRECT SPANS FOR DECK FLOOR JOISTS AND ONLY ON SET OF CALCS PROVIDED. PROVIDE TWO SETS OF STAMPED SIGNED CALCULATIONS AND SHOW LOCATION OF EACH CALC'D MEMBER ON THE PLAN. T Provide verification that you have adequate headroom in all rooms on the second floor. You must have full headroom height at all fixtures and you must have headroom of 7 feet, 6 inches in at least half the room of family, bed room and master bedroom. ORIGINAL PLANS SHOW EXTERIOR WALLS AT SECOND FLOOR TO BE 4 FEET HIGH. YOU SHOW ON THESE PLANS THAT THEY ARE 5 FEET HIGH BUT YOU STILL DO NOT HAVE HEADROOM CLEARANCE AT EITHER BATHTUB UPSTAIRS NOR AT TWO OF THE LAVATORIES, ONE IN EACH BATHROOM. PROVIDE DESIGN AND ATTACHMENT FOR THE CANTILEVERED FLOOR TRUSSES AS REQUIRED BY THE TRUSS CALCS. (UPSTAIRS) Aeo rxl/`S o/V /41>L A�II �jz z/ o != 6440s. Plan check will continue upon receipt of all of the above items. Additional comments may be generated from your response above where the plan documents were incomplete, inconsistent or not adequate to depict code compliance.. 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. PART -II The items identified below must be submitted prior to permit issuance. These items were noted at the time of permit application on the PERMIT APPLICATION DATA SHEET. 1. BALANCE OF PERMIT FEES IS $90.78 2. COMPLETE AND RETURN SCHOOL FEE FORM. Sincerely, Martha Whitney Plans Examiner cc: Larry Warner • _ —- � _ While You Were Out `, I i Date: T"ime:/Lr2 For: 4W 4 io, /A >or�,� From:�L(!q Oh'I C Phone #: —S / � r%/0 [✓Telephoned [Please call ❑ Wants to see you ❑ Will call again ❑ Returned your call [ f URGENT ❑ Was here to see you Message: VWWP 766p03M 1893 Taken by: � i August 22, 2000 Gordon C. Thomas 7072 Pentz Rd. Paradise, CA 95969 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Parcel Number: 058-090-107 Building Permit Number: 00-1444 This office reviewed building plans for the permit application referenced above. The plans examiner's comments are listed in Part I below. Please respond in writing to each comment in Part -I by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Indicate which detail, specification or calculation shows the requested information. Additional response information is included on the response form. Your complete and clear response will expedite the recheck and approval of this project. If more than one party is responsible f6r plans, all party's must respond on the PLAN REVIEW RESPONSE FORM. PART -I Provide additional information and/or make revisions to plans, specifications and calculations as follows: 1.,�Building length has increased 2 feet between approved plans and these submitted plans. An interior stairway has been added which was not on the original plans. Dormer windows were replaced with sliding glass door. And the original structure was a combination of braced wall panels and engineering. All of these conditions will require the submittal of new sets of floor and roof truss calcs. The original calcs have been revised and are not available through this office. You must go to the original truss company (Longfellow Truss) for the revised, installed trusses. Please provide two sets of revised floor trusses, which includes new layout and provide two new sets of roof trusses which also _includes new layout. D2. Original building was not approved with a 6x12 header at garage door opening which now has three windows.. There was an engineered beam at this location with required posts and a sized foundation for the support of this beam. Please provide ari engineered analysis of the beam and its supports in this location. 3. Provide revised energy calcs for both orientation and square footage of window and door openings. Department of Development Services Building Division 7 County Center Drive OrovlUe, CA 95965 (530) 538-7541 (530) 538-2140 FAX OSquare footage has been revised and new balance of fees will be figured after plan check has been completed. Provide attachment of all deck ledgers to the house structure. You may not use nails subject to withdrawal. .Provide attachment of ledger for interior floor. Provide location of Furnace. If furnace located in the attic provide truss sized for mechanical loads. Provide location of hot water heater. Window for bedroom upstairs has been labeled 6040 and 6030. Which is correct? 0ine Interior wall bracing is not according to code. You show panels off set along the braced wall by mor than four feet on both levels. In addition you do not show doubled floor joists in and in line with the required wall panels. When interior bracing is missing you will need to provide an lateral analysis of the entire perimeter of the structure. In addition the carport/deck requires a lateral analysis as it is a roof or floor not supported by braced walls which extend more than 6 feet from the braced wall line. Deck on the opposite side of the house requires analysis also. 11. Provide verification that you have adequate headroom in all rooms on the second floor. You must have full headroom height at all fixtures and you must have headroom of 7 feet, 6 inches in at least half the room of family, bed room and master bedroom. 12. Structural review of this structure will not take place until all of the above items have been addressed. Provide location and size for under floor access. Plan check will continue upon receipt of all of the above items. Additional comments may be generated from your response above where the plan documents were incomplete, inconsistent or not adequate to depict code compliance.. 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. PART -II The items identified below must be submitted prior to permit issuance. These items were noted at the time of permit application on the PERMIT APPLICATION DATA SHEET. Sincerely, Martha Whitney Plans Examiner cc: Larry Warner 1 N � f � 7 1 1 } • « J PRC -ECT PROCESSING APPLICANT: OWNER: PERMIT: A. P. #: WORK DESCRIPTION: ANUI I",.+QLKyj1%4k 0 DATE DES ONO STEP (� OCA _ �� J; , Com. r k"rn A--, . Owner: Building Permit Number: (7U Plans Examiner: fyo A. P. Number: GENERAL: 1. Zoning requirements - (number of permitted living units). 2. Building permit valuation 3. Plans signed by the designer. 4. Proper description of work. on the application. 5. Existing violations on the property. 6. Recorded notice of violation. PLOT PLAN: 1. Complete parcel size and dimensions. 2. Setbacks, side yard, easements, Etc. 3. Other buildings or structures. 4. Grading, fills and/or drainage. 5. Flood hazard 6. Special conditions on Parcel Map (Noise, SRA, Fire Sprinklers, Water Tender, Traffic and Drainage fees).... 7. FAU & FAS road setback. 8. Building or utilities across lot lines (record form). FLOOR PLAN: 1. Plans and specifications drawn to scale with dimensions and of sufficient clarity (Uniform Building Code section 106.3.3). 2. 10% of natural light and 5% of ventilation (Uniform Building Code section 1203). 3. Egress windows (Uniform Building Code section 310.4). i' Skylights (Uniform Building Code section 2409 & 2603.7).'. Glazing in Hazardous locations (Uniform Building Code section 2406).:: "Required room sizes and ceiling heights (Uniform Building Code section 310.6). GFCI in baths, garage, kitchen, wet ba% -- and exterior receptacles (NEC 210). 8. Prohibited locations of gas water heater§ (Uniform Plumbing Code 509& 1213.5). Lo G01-7 C-)-? 9 Prohibited locations of gas heating equipim6ik (Uniform Mechanical Code 304.5). Lo Ca� O n Garage fire«all separation - required on garage side incTudmg supporting walls and posts (Uniform ��Building Code section 302.4 exception #3). Wood stove location - Alcove clearance (UMC section 205 confined space & 223 unconfined space). 12 Smoke detectors (Uniform�Biiilding Code section 310.9:1). Water closet clearances (Uniform Plumbing Code 408.5). Shover compartment minimum 1024 sq. in. & 30" cirele'(Uniform Plumbing Code 412.7). Page 1 of 2 U foams Trcw ¢ 2 Poi 4.,,u 4- Poor hrac�n UCTURAL DETAILS: onventional construction - Unusually shaped buildings (Uniform Building Code section 2320.5.4). tandard bracing or engineered design (Uniform Building Code se6tion 2320.11.3). lerestory requiring balloon framing and/or engineering. hree story building requiring engineered calculations and plans. [I, ,, ' " LALaj O&Y1 oundation plan complete enough to construct building. loor construction details complete enough toconstruct building. k/0-'levations and wall construction details complete enough to construct building. //-Zoof construction details complete enough to construct building. �. Rafter ties or bearing ridge beam. Fireplace construction details and calculations if necessary. Garage door header size(s). (YI er5 2 orch header size(s). 13. Stud heights. nn � p�� - J <t) passive soil - special foundation design required. Retaining walls requiring design. + 16. Special Inspection requirements. f87 er sizes.. �1 ' �o�e .Gypsum �eG� wallboard nailing inspection required. ed�,r at- lf_ d9A6o CELLANEOUS ITEMS: r Stairway details - landings, rise and run, head clearance, handrails (Uniform Building Code section 1006):. } 2. Guardrails (Uniform Building Code section 509). .=. Brick or stone veneer (Uniform Building Code section 1403). Exterior plaster-- weep screeds (Uniform Building Code section 2506.5). 5. Roofpitch for roof covering (Uniform Building Code Table 15-B-1 & 2,15-D-1 & 2). - 6 - Roof covering type= (fire hazard). Foam insulation - protection. 36".halls and stairways (Uniform Building Code section 1004.3.3.2). Two exits on three - story dwellings (Uniform Building Code section 1004.2.3.2). uderfloor access and ventilation (Uniform Building Code section 2306.3 & 2306.7). PCU � Cf _e_ 1 ttic access and ventilation (Uniform Building Code section 1505). /�d " Combustion air for fuel burning appliances = LPG requirements. 1 Soundrequirements. - Energy 4 design compliance and supporting documentation. Flashing p -50 (9 at all exterior openings. T ✓� 16. CDF responsible area requirements. 17. Building Permit requirements: ✓�C©rre 17.1. SRA. �� 17.2. Flood elevation certificate. 17.3. Fire Sprinklers required. n CtnA) r Z 17.4. Special Inspection requirements. 17.5. = Use Permit conditions.: - 17.6. Sub -Standard Housing letter. Page 2 of 2 a ,A .r, e '..ti # .�- •'` );, rja(� it 'f+ I �I '"� >" 'rSNY,Ys;k;�, ,' r o, rr ,' << �AB_TAT � N FOR-HUM! T STED 'BY'THE BUTTE COUNTY,,".. THIS DWELLING CHAS BEEN;;PO , .{. DEPARTMENT -OF DEVELOPMENT SERVICES BUILDING DIVISION A&`UNSAFEFOR HUMAN HABITATION. THERE`ARE t ,NUMEROUSCONDITIONS EXISTING WHICH ARE IN: VIOLATION OF THE STATE.,HOUSING .LA . AND THE HEALTH SAND SAF;ET;Y CODE.. �s'H� &=.►1 IT IS UNLAWFUL TO OCCUPY THIS DWELLING.'.. T SHALL BE fir'`' VACATED ATtONCE. AND REMAIN VACANT UNTI "CLEARANCE TO OCCUPY'ISi RECEIVED; FROM THE BUTTE OUNTY' DEPARTMENT OF DEVELOPMENT SERVICES UILDING ? . DIVISION. IT IS A MISDEMEANOR TO OCCUPY THIS BUILDING, OR TO REMOVE` -OR DEFACE THIS NOTICE". BUTTE`COUNTY CODE SECTION -'26-6'(b). FAILURE TO VACATE.THIS DWELLING AS REQUIRED BY LAW ` WILL RESULT IN LEGAL ACTION THROUGH THE DISTRI T, y AAT7ORNEY4S OFFICE: o. , CEMENTF^ OFFICER; k. Pr r q, DATE POST tlFOR+MICHAE `C , C, HbUSING OFFCE t ... 4i 3� �Y r • -� r'F..•i.+"pk'`�y•�`��`�tK;',✓�v�-h-r � �r< }fir- Y f , r 6r I g (A N/Ar / cl • _�h �`soGr m � � C m � 1 - X00 770.61 9 b \\a � A \ � p0 m I 4 c - I Cl 1s. th V � o .O 7 4 O 0 a I L00) m ' c _ a -0.. Z e o F11 o. D La r U -i : ' m l n COUNTY OF BUTTE • OEPARTMEIVT OF O6VELOPMEN " SERVICE 3 BUILDING OIV-- 7 County Center Orive Oroville, California 959,53 • Td12ph,:r•- .3.)1), 5 38. - y APPLICATION D_ � �'"'�''61 ANP,- P RMIT [CONTINIACT04,11 commOBUILDING P► kH awur�o Aoaaps - `s'Qarv'A%M" Fireplace Total Valuation S Mta«recr ow We" NO. 1 CT k"O e GF /r h / Flin Fee 11"imPermit Fee �oortvs I C o ��7 �r7 %Z b Plan Checking Fee 6 suraw•ooaos , , t5O OO �N 4 / �� Energy Plan Checking Fee nor nn suao�s � ►aaeaa rrat+ PERMIT FEE PLUMBING PERMIT U=EOFSTRUCTURE Each Trap Solar or heat pump water heater SF DupkK O ILORh atle O Odw Water In TYPE OF WORK spocvv Each as water heater or vent Gas piping stem 1 -5 outlets New O Ad 1111, O Remodel CK LMN= O Instaitation O Other Al T t k 1 S Buildingsewer Describe Work: Mobile Home !iS E.'G W PERMIT FEE S 1 �1 ELECTRICAL PERMIT . Main Service 200A a ov Olt � Main Service eros ro tomA 1 7.00 23.00 15.00 15.00 15.00 15.00 @20.00 Fool 20 23.00 I .50 as o cm I . 23NNiobile Occup. ovner 00t socniwo x 01.001 aw F=0iMILM.o" ounas oro5.00 Temporary Service ,00 me Facilities I -in nn PERMIT FEE • ' t MECHANICAL PERMIT Fling Fee 20..= Heating CoolingI i Hood I I a. so IGV PERMIT FEE � f Mobile Home Installation Fee S Energy f" nspectlon Fee i ° I "°O`r nn E= TOTAL FEE S5 -3j I wt o. rse I P=0 car ,o I .o . m: This permit,s hereby issued under the applicable provision of the Butte County Code and/or Resolutions to do war CSL/ ndicated above for which fees have been paid. JL (� 7 ' 155,—f,By Oate I I PERMIT EXPIRES ON Ouu J 'I Ili WhEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 IFFi 014 old rd Old = rd Recorded Official Records County BUTTE f CANDACE J. 6RUBBS Recorder ROSEMARY DICKSON Assistant 09:03AM 22 -Jun -2000 REC FEE 10.00 CONFORM .00 Maureen Page 1 of 2 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT 9 - FOR RESIDENTIAL DEVELOPMENT a0 Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real,property situate in the County of Butte, State of California, described as follows: LEGAL DESCRIPTION ATTACHED HERETO AND MADE A PART HEREOF Date 6/22/00 State of California County of ..Butte On June 22 2000 before me, Marion L. Becker, Notary personally appeared Gordon C. Thomas Personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/shelthey executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS In nd and official seal. +- MARION L. BECKER Signature e_ Seal: 0 ' = COMM. # 1133501 r NOTARY PUBLIC -CALIFORNIA s BUTTE COUNTY O My Comm. Expires April 13, 2001 A.P. 4 PvvvvvwP LEGAL DESCRIPTION EXHIBIT "ONE" Parcel I: Ochre No. 1, mining claim designated by the Surveyor General as Survey NO. 5839, embracing a portion of Section 6, Township 23 North, Range 4 East, M.D.B.& M., and more particularly described as follows: BEGINNING for the description of the Ochre No. 1 lode claim at corner No. 1 , a cedar post 4 feet long, 4 inches square, marked 1 0 1 4 0 2 5839, with mound of stone, identical with corner No. 4 of the Ochre No. 2 lode claim, survey no. 5839 from which the quarter corner of Section 6 and 31, in Township 23 and 24, respectively, North of Range 4 East, M.D.B.& M., bears North 000 11' West 770.63 feet distance; thence first course South 881 39' West, 1380 feet to corner of No. 2 a fir post 4 feet long, 4 inches square, marked 2 0 1 3 0 2 5839 with mound of stone, identical with corner No. 3 of said Ochre No. 2 lode claim; thence second course, South 00 ° 1 1 ' East, 600 feet to corner No. 3, a fir post 4 feet long, 4 inches square, marked 3 0 1 5839, with mound of stone; thence, third course, North 88 ° 39' East 1380 feet to corner No. 4, a fir post 4 feet long, 4 inches square, marked 4 0 1 5839, �Niith mound of stone; thence fourth course, North 000 1 1' West, 300 feet to point from which discovery cut bears South 880 39' West, 390 feet distant, 600 feet to corner No. 1, the place of beginning, the survey of the lode claim as above described, extending 1380 feet in length along said Ochre No. 1 vein or lode. EXCEPTING THEREFROM all that portion described as follows: Commencing at corner No. 2 of said Ochre No. 1 Mining Claim; thence along the Northerly line thereof, North 881 39' East, 11.20 feet to a point on the Easterly line of Ochre No. 3 Mining Claim, designated by the Surveyor General as Survey No. 5839; thence along said Easterly line South 1 ° 01' East, 599.86 feet to corner No. 3 of the Ochre No. 3 Mining Claim; thence along the Southerly line of said Ochre No. 3 Mining Claim, 1993 feet to corner No. 3 of aforementioned Ochre No. 1 Mining Claim; thence along the Westerly line of said Ochre No. 1 Mining Claim, 600 feet to the point of beginning. Parcel II: An Easement for roadway purposes, ly'in`g over, under and through a portion of the Ochre No. 3 Mining Claim, designated by the Surveyor General as Survey No. 5839; and a portion of the Ochre No. 1 Mining Claim, designated by the Surveyor General as Survey No. 5839 in Section 6, Township 23 North, -Range 4 East, M.D.B.& M., said easement being 50 feet in width, lying 25 feet each side of the following described center line: COMMENCING at corner No. 2 of said Ochre No. 1 Mining Claim, thence along the Northerly line thereof, North 880 39' East, 1 1 .20 feet, to a point on the Easterly line of the aforementioned Ochre No. 3 Mining Claim; thence along said Easterly line, South 1 ° 01 East, 150.00 feet to the point of beginning. Thence along the center line of said 50 foot wide easement the following courses: South 74° 00' 00" West, 33.00 feet; North 560 00' 00" West, 61.00 feet; North 330 00' 00" West, 51.00 feet; North 160 00' 00" West, 27.00 feet; North 02 ° 00' 00" East, 38.00 feet; North 12 ° 00' 00" East, 20.00 feet; North 060 00' 00" East, 24.00 feet; North 100 00' 00" West, 26.00 feet; North 270 00' 00" West, 79.00 feet; North 320 00' 00" West, 91.00 feet; North 570 00'00" West, 19.00 feet; North 840 00' 00" West, 31.00 feet; South 780 00' 00" West, 30.00 feet; North 770 00' 00" West, 36.00 feet; North 560 00' 00" West, 45.00 feet; North 31 ° 00' 00" West, 24.00 feet; North 200 00' 00" East, 18.00 feet; North 500 00' 00" East, 12.00 feet to a point in the center line of Magalia-Lovelock CegkK p -IV g9'r PERMIT - - :Bin !APN i LAST NAME HERTM, FIRST NAME e= CONTRACTOR r97MMM CITY/CTY� STREET NO-__ STREET NAME DOON GRADE ROAD CITY ' USE VALUATION _ FEES PAID FEES 2 • FEES 3 +� -� • FEES 4 PLAN CHECK ACTIVITY TYPE .REMARKS NEW SINGLE FAMILY 75 rhar may P _E IE_M M FLOOD - RECEIPT • RECEIPT 2 @ : • : RECEIPT 3 90.,: RECEIPT 4 APPLIED +ISSUED 1FINALED Plan Chk-1: Chkd By -1: _ Return -1: Str Chk-1: Plan Chk-2: Chkd By -2:= Return -2: Str Chk-2: Plan Chk-3: Chkd By -3:= Approved: Str Appr: Comments: 1255 char. max �r April 30, 2004 Gordon Thomas 16101 Doon Grade Rd. Magalia, CA 95954 BUTTE COUNTY MAY 0 7 2n04 .........:.'S'atte, 160, L A N D O F N A T U R A L W E A L T H A N D B E A U T Y DEPARTMENT OF PUBLIC HEALTH DIVISION OF ENVIRONMENTAL HEALTH ❑ 202 Mira Loma Drive 411 Main Street 7 County Center Drive Oroville, CA 95965 P.O. Box 5364 Oroville, CA 95965 TEL: (530) 538-7282 Chico, CA 95927 TEL: (530) 538.7281 FAX: (530) 538-2165 TEL: (530) 891-2727 FAX: (530) 538-7785 FAX: (530) 895.6512 RE: Courtesy Notice: 16101 Doongrade Rd. (boon Grade Ranch) AP# 058-090-107 Dear Mr. Thomas, This office conducted a site visit on April 29h at the above -referenced location in response to a complaint received by this office. The complaint referenced the burying of garbage, building materials, and other solid waste. In addition, the complaintant alledged that much of the solid waste was buried under a building site that had been graded excessively, and finally that the structure was built without permits. During the site visit, approximately five cubic yards of household garbage was observed disposed inside an excavated pit along with a pile of building material (cement, wood) which appeared to be ready for burial. This pit, along with other piles of demolition debris and woodwaste, was located approximately 50 yards from the right of a new metal building. The building site was formed by grading a large area (approximately one-half and acre). This burying of solid waste (household garbage and demolition materal) is not allowed by state and local law. Based on these observation, it is determined that you are in violation of the Butte County Code (BCC) as follows: BCC 31-50, Failure to remove solid waste. The owner or tenant of any premises... shall be responsible for the satisfactory removal of all solid waste accumulated on said premises to prevent propagation, harborage or attraction of flies, rodents or other vectors and the creation of a nuisance. Solid waste, excepting non-flammable inert material, shall not be allowed to remain on the premises for more than seven (7) days. BCC 31-51 Disposal on open grounds; failure to_remove or properly store solid waste. It shall be illegal for any person to deposit or dispose of solid waste on the open grounds of any public property or private property of any other person or to fail to comply with the order of the LEA for removal or proper storage of said waste. Each day solid waste remains in violation of this section shall constitute a separate offense. (Ord. No. 3336, § 2, 5-27-97). As a follow-up, this is a courtesy notice to notify you of this violation. You are hereby requested to immediately discontinue illegal disposal of solid waste and to have it legally removed. You may either contact a solid waste collection company to provide legal removal, or self -haul the solid waste to Neal Road Landfill. Also, note that the building and grading issues are going to be refered to the Regional Water Quality Control Board (RWQCB), and Butte County Development Services. You have THIRTY (30) DAYS to voluntarily comply with the above directions or to present an acceptable plan for abatement or corrective actions to be taken by you. It is the. County's goal to obtain voluntary compliance with the Butte County Code. However, you should be advised that Butte County has an active Code Enforcement Program which provides an effective means of enforcement if voluntary compliance is not obtained. Enforcement may be pursued through the issuance of citations, fines and the recording of a Notice of Violation including a description of the action necessary to abate the violation. If you have any questions, please contact me at the Chico office listed above between 8 and 9am, Monday through Friday. Sincerely, n Frank Girardi, R.E.H.S. Division of Environmental Health cc: Scott Zaites, RWQCB Scott Rutherford, Butte County Development Services F,. AND WiiEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE. CA 95M COPY of Document Recorded 22 -Jun -2000 2000-0023180 Has not been compared with original BUTTE COUNTY RECORDER AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: LEGAL DESCRIPTION ATTACHED HERETO AND MADE A PART HEREOF Date 6/22/00 PRO E TY OWNERS: Gordon C. Thomas State of California ) County of ..Butte ) On June 22 2 2000 before me, Marion L. Becker, Notary personally appeared Gordon C. Thomas personally known to me (or proved to we on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS mv land and official seal ... MARION L. BECKER � 6 h •Signature Seal: 0COMM. # 1133501 NOTARY PUBLIC -CALIFORNIA — f BUTTE COUNTY O My Comm. Expires April 13, 2001 A.P. 4 if LEGAL DESCRIPTION EXHIBIT "ONE" Parcel I: Ochre No. 1, mining claim designated by the Surveyor General as Survey NO. 5839, embracing a portion of Section 6, Township 23 North, Range 4 East, M.D.B.& M., and more particularly described as follows: BEGINNING for the description of the Ochre No. 1 lode claim at corner No. 1 , a cedar post 4 feet long, 4 inches square, marked 1 0 1 4 0 2 5839, with mound of stone, identical with corner No. 4 of the Ochre No. 2 lode claim, survey no. 5839 from which the quarter corner of Section 6 and 31, in Township 23 and 24, respectively, North of Range 4 East, M.D.B.& M., bears North 001 11' West 770.63 feet distance; thence first course South 88° 39' West, 1380 feet to corner of No. 2 a fir post 4 feet long, 4 inches square, marked 2 0 1 3 0 2 5839 with mound of stone, identical with corner No. 3 of said Ochre No. 2 lode claim; thence second course, South 00°1 1' East, 600 feet to corner No. 3, a fir post 4 feet long, 4 inches square, marked 3 0 1 5839, wi-h mound of stone; thence, third course, North 880 39' East 1380 feet to corner No. 4, a fir post 4 feet long, 4 inches.square, marked 4 0 1 5839, with mound of stone; thence fourth course, North 001 11' West, 300 feet to point from which discovery cut bears South 881 39' West, 390 feet distant, 600 feet to corner No. 1, the place of beginning, the survey of the lode claim as above described, extending 1380 feet in length along said Ochre No. 1 vein or lode. EXCEPTING THEREFROM all that portion described as follows: Commencing at corner No. 2 of said Ochre No. 1 Mining Claim; thence along the Northerly line thereof, North 880 39' East, 11.20 feet to a point on the Easterly line of Ochre No. 3 Mining Claim, designated by the Surveyor General as Survey No. 5839; thence along said Easterly line South 1 ° 01' East, 599.86 feet to corner No. 3 of the Ochre No. 3 Mining Claim; thence along the Southerly line of said Ochre No. 3 Mining Claim, 1993 feet to corner No. 3 of aforementioned Ochre No. 1 Mining Claim; thence along the Westerly line of said Ochre No. 1 Mining Claim, 600 feet to the point of beginning. Parcel II: An Easement for roadway purposes, lytrrtg over, under and through a portion of the Ochre No. 3 Mining Claim, designated by the Surveyor General as Survey No. 5839; and a portion of the Ochre No. 1 Mining Claim, designated by the Surveyor General as Survey No. 5839 in Section 6, Township 23 North, Range 4 East, M.D.B.& M., said easement being 50 feet in width, lying 25 feet each side of the following described center line: COMMENCING at corner No. 2 of said Ochre No. 1 Mining Claim, thence along the Northerly line thereof, North 880 39' East, 11.20 feet, to a point on the Easterly line of the aforementioned Ochre No. 3 Mining Claim; thence along said Easterly line, South 1 ° 01 East, 150.00 feet to the point of beginning. Thence along the center line of said 50 foot wide easement the following courses: South 740 00' 00" West, 33.00 feet; North 560 00' 00" West, 61.00 feet; North 330 00' 00" West, 51.00 feet; North 160 00' 00" West, 27.00 feet; North 020 00' 00" East, 38.00 feet; North 120 00' 00" East, 20.00 feet; North 060 00' 00" East, 24.00 feet; North 100 00' 00" West, 26.00 feet; North 27 ° 00' 00" West, 79.00 feet; North 32 ° 00' 00" West, 91.00 feet; North 57 ° 00'00" West, 19.00 feet; North 84° 00' 00" West, 31.00 feet; South 780 00' 00" West, 30.00 feet; North 770 00' 00" West, 36.00 feet; North 560 00' 00" West, 45.00 feet; North 31 ° 00' 00" West, 24.00 feet; North 200 00' 00" East, 18.00 feet; North 500 00' 00" East, 12.00 feet to a point in the center line of Magalia-Lovelock County Road. Assessor's Parcel No: 058-090-107 3 (CSFLOOR-WALK IN CRAIG SHROEDER /SINCLAIR FF1) THIS MIG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUOMITTED BY TRUSS MFR• TOP CHORD 4x2 FL #'1 REFER TO DRAWING,,A150 FOR TYPICAL PLATE LOZ:AT`IONS BOT CHORD 4x2 FL WEBS 4x2 FL Standard TRUSSES TO BE SPACED AT 16,0" O.C. MAXIMUM: CONNECTOR :PLATES,MUST'BE INSTALLED IN ACCORDANCE WITH THE CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS-91.TABLE REQUIREMENTS OF ;'I.C.B.O. RESEARCH REPORT #294,9. 7.3.3 NOTE: THI'S TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED NOTE; EXPECTED VERTICAL DEAD LOAD DEFLECTION = 0.21 "• UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED BY 'TRUSS FABRICATOR;. EXPECTED VERTICAL' LIVE LOAD DEFLECTION = 0.55 ". - RECOMMENDED CAMBER TOP AND BOTTOM 'CHORDS 1/4" AT MIDSPAN'. `IN LIEU OF RIGID SHEATHING; TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED @ 24,w', o.c. IN ADDITION, A: RIGID CEILING OR 20 #3' H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED @ 72.00" o,c, MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD (1) REVISED ,10/27/ 97 -PBC (SPACING) - FM+18 10 6�0- 12-0�0- ' _ x`30„ TYP W1' W2X4III _ W''1.5X4III W1.5X4!1! W3X4= W2X4111 4 (R� ` W=W3X4-. W1 .5X4 Iil WXB—= W1.5X4 (R) W3X8— 1.5X4'111 W' W3X4—' W2.5X4 1-'4-0 1-4-0 8=0-0 W3X6= - W2.5X4= W3X1O— W3X10= W3.X;8- W3X8= W=HS2512 W1.5X4'III 24-0-0 Over 2 SU' ' is = 'R872 `W 13.5A R=872 W-3,'5" r PLT TYP.;Hi h Stren th U'nknown TPI-9:5 R Desin Criteria: UBC CA - 1 E Scale =.25" Ft. TC LL 40.0 PSF REF 11427-2013 W -� WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, MANDL:ING, SHIPPING, INSTALLING AND " BRACING. REFER TO 1118•91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE- w, C �'!R' ��--- INSTITUTE, 583 D'ONOFIO DR.. SUITE 200, MADISON, Ili $3119); FOR SAFETY PRACTICES � 09104 10 � ,... 97 'yips �'JC DL. 10 • O PSF GATE 08/29 )97 -- PERFORMING THESE FUNCTIONS, UWLES$ OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED mm J j,,/,<.;_.,,. �---ry - STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CIELIFIG, r Y� , DRW CAUSR•}Z7 9124 001 t ; ••.IMPORTANT'' FURNISH A COPY OF THIS DESIGN TO TJIE`INSTALLATION CONTI(ACTOR. ALPINE ENGINEERED - 427 9,,,,,,_,,,,, `G13815'r ao BC DL 5 O PSF P8000CTS, 1110, SHALL MOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO : * ❑ / 1 1 D I1 PCF p A -ENO PBC /FM LPYN '� BDILD THE TRUSSES IN CO NFORHANCE� WITH TPI.OR FABRICATING. HANDLING, SHIPPING• INSTALLATION OR' []U LL ll J bF1 -ENO BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APOLTCABLE PRGVISIONS OF NOS (IUTIGfiAL DESIGN + ''5 0 P c S EO � _ p SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND .TPI. ALPINE Cw ,`! TOT' LD . 55 O :f" JF S4QN 4�40,,_,„�, �T JC CONNECTORS ARE MADE OF '., 200'ASTH A653 G931 'GALV, STEEL. EXCEPT At NOTED: 'APPLY CONNECTORS TO �Q�'yaM`� /+ n {,,C V S EACH FACL OF TRUSS, AMB UN.;SS, OTHERWISE LOCATED ON THIS OES)GNI, POSITION'CONNECTORS PCR - ' FAV , 1 ' 00 FROM I'IU (-.y •y •� DRAWINGS 170, ISG ANO .160 A-F AH ENGINEER'S SEAL OMNIS DRAWING APPLIES DOILY to TWE hESIGN No (1) 1 6 ' H 1 1 4 UF_ TI;E TROSS OEPICI EH IIERE_aNII S(IA1.1 Not NE_RFI �Fb. UPON IN ANY dfflCR WAY. (`1 � 1 �' D SPACING p 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 that a sub fascia be instaiied behind gutters:. 0 Do call Longfelloty if you have questions or need additional. Information)' . i."'1 i i' ' I,:7D ��fi ii ail 'AL1 j' ;:Ilii 1�I.. IutEPa�ti'.0 ;a�.7 S��I�YJi t ! PS77 ell;a �9. S; •!;"T"� :) �a:i.S T 6i C'1, I-ri (SCill RJ. WALKIR UAIG SCHROFI)ER - . T 2 q_f TOP CHORD 2X6 FL SS - - THIS GIRDER DI~5I(111ED TO CARRY ^}.2.00-00 TRUSSES FRAM RG TO BOT CHORD ?.x6 FL SS B'07014 CHARD FROM ONE SIDEAND 02-00-00 FRA14I11G TC/,CC SPLIT WEBS 2x4 FL #I. FROM OTHER SIDE; .i CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE CONNECTOR PLATES DESIGNED FORAR'cEN LUMBER PER NDS-91 TABLE REgUIRE14ENTS ',OF I.C.B.O. RESEARCH REPORT #849- 7.3.3, IN LIEU OF RIGID SHEATHING: RECOMMENDED CONVECTIONFOR TRUSS X97307.0024" D.C. TOP CHORD TO BE BRACED BY ,PROPERLY ATTACHED PURLINS SPACED GID @,1 TRUSSES A7 RI FRAMING 4.10 ORE AILING SPECIFICATIONS. [UNLESS OTHERWCSEOG OR2BETTEReCONTIN000SDITIONLATERALASRACINGCSEILING PACED ®1172,00" o.2X4 #3 c SPECIFIED,F"UPPORTED MEMBERS HAVEIOENT[CAL LLIt�BER ANO MUST BE PROPERLY ATTACHED TO THE, BOTTOM CHORD, MINIMUM HEEL HEIGHT OF SUPPORTING GIRDER.] 7X6 f-a 398(AI)t-- 3X8(A1) 3X10 W zLDCL _. l_ 4-0-0 cc a.---- 8-0-o Over 2 Supports � R-2204 '�-5 5' R-2204 Na5.5"' At �W?n.: K a• �� - u° NAR111 C-• 11637[S RLp1IN6 LIr;IEGI pI1t.IN ►NtluTTaN,Dest n S�A,�Ri �i i a --cd C CA - 1 - - F Scare -.375' F t. rC LL 50:0 ASF _'REF 11427--51002 .:PLT TYP. Alrine TPI-95 ' C� C7 Cl � �utlnr Recut T¢hu•n Iur,uuRl INsruuasun enAWNDI. PoousNlo 11Y Tvl lrinss, Pure 11A 1.ONC 1.00SF DATE` 10/28/97 litIT1TMTL, C.►Io OR;, 1JlTL 2A1. PAll3oN. Nl " 637111. fa lAtSTY PtACTlC[f PRIDR i0 B A7 T pl PI OfARtot111N Tltst AWION3. 11A LST OTRERII36 INDICATED. TOP 41101111 WA1L UTE POORLY h1fACNlb suxnRu PAINIS.; 01TRN E100 slllll IANe A nlwulr ATT 00 kloto CIEETK.G�116 OQ DL 10.0 PSF 0R CAiismy. _57307003 •lmroajwT•• rOUtsw A c n Or. TNTs Oupw TO TNc. INSTBIATTON 444Th 4TI11. AWM ENURRLNIo' PA WTS. gat; "Mall IL ofa/1stKf Fa ANY /E11ATwf4pI TIfEbiscot: ANY FIILPIE To. Tk BC LL 03 PSF CA-ENG PBC'/CWC D P v 0 1PILO Or fmam ! a 4TM►gl ut Ila TPI: CR TIAMICATIM mount. SIIMMS. lNSTAliATiV OR e f#ACIN0,1F T4Pi i 7013 01310C4RRA YITI APILI"I. P1101tlICAf IF NOS [RAil"AL DUMN TAT. LD 70.0 PSF SEQN4 - 12046 US SP[Ct►IOATtON PI!•L5N10 11 TAt.1.11LRUit 14TLSt AND ►APER ASSO047tO.M' All TH. ALPINE A CONNECTOR! AAS MADE Of IRA RES Ali$ AU31 CA0, STEEL, [IciPT As Now WLv 4oNNLC►DI3 1, AUR . FAG . LIS FROM MR _. [Arq ►ACE OF TROss. AND NNLE3s 17911110E LOCARD OR His "sitN, POsTT1ON 4oxNklou PER 0►,TMS TA1.Yt DDQ 4IY0 Hill Ao sIAiLN10 IRiR1lIID G6MNNIn ANYNhfDER 11AYtf'.ONLY 10 INC.ICsIW. SPACING 2C OO 1 tHI�' UjtG PREPAtr,GU W-4tl(IM,'UiER ifIPU% (LUAU& 6 DIhiEHSIANS) SU�1(IT}%f� BY iJ±IfSS f�iffi SCIICRA-WALK III iCRAIG SCHROEUR v,,l B" ..COMH�,, _.� ROOF OVERHANG 'OESbGNEO FOR A 2.00 PSF SOFFIT WD. ►OTCHORD 2X6 FL Stantla 111 LIEU OF IIiG'IB SHEATHING' CHORD 2x4 FL iPI rd TOP CHORD TO BE BRACED DY PROPERLY ATTACHED PURI [NS SPACED NEBS 2x�i @ 24" o.,c, IN ADDITION, A RIGID :CEILING OR 2x43 N,F. OR GREEN LUMBER PER IIBS•91 TABLE. OR BETTER CONTINUOUS LATERAL BRACING SPACED @ 72" ot+ CONNECTOR PLATES DESIGNED F _ t1USi BE PROPERLY (ATTACHED TO THE BOTTOM CHORD, 7,3.;3. DIN ACCORDANCE WITH UBC 94, ' D IATES MUST BE INSTALLED, IN ACCORDANCE gIjIj THE SECTIIIN 1638.2 FOR UtiBAIANCEO Si OW DRIFT CONSIDERAT,iON. THIS TRUSS HAS BEEN DESIGtiE CONNECT R P SPORT'#2949, REQUIREMENTS OF I.C.B.O, RESEARCH R 5X4 8 ob u¢i 2.4 A1) a Y.$X411 2X4,(Al z ---3-0-0___a.''I • + � • t 4-0 4 I z r ----8-0-0 over 2 supports N k -932 ,W " R-932 V_ C --al - f_ c -.3 Ft. 116c ••vwunr•• >R�sscsuar o!t tllN[YS„C� Cot 3U o iiicilw i oiis«ro NS. t�di Lie 00 Itl.l ��4� TC,LL $0.0 PSF REF R"427'- -24267 P YP. Al in .I:1 --- sol: rl sTTi»: roa N/tty /r A— Cn«S !NIrN is, c TC DL 10.0 PSF DATE 08 25 :97 ED I MAC11C. Biro TO rIrN1. INANDt1rr [R5r r-- -- c1 Q IrsnnTt, Its raalo a:. svlu of ols .,� s BC DL 10.0 PSF 01tW CA05R4,27 97237006 0 SSgro"Elt TIM FrND:WMS• rNl[Ss otllQAllf[ INDItASW. lo► to a1 10 Cl NAIL PN(1►Srll ATT><CYtO It A FNO►ENLY AT1AplSo r1Tt10.tILUNc. �n STnctan rANt1.3, rolne ula/ sNul ”" OC LL 0.0 PSE CA -ENG P8C CWG Q Q +�11tFONTANT�.� FDIN12t A my or Tot ItSiDN ii 1r[ iNS'AtlAY1N CptiRAt70N. ALPINt. IARUIC NW r� lIODYt1i. INt.'SrAll NDt It N[SPINSIRI FM AYY MUTlpTt FNDN 1491 ItS1Gl: ANY, //MO TD o� i� NrIL1 iK 1Nlfitf IY EDNrrRNASGE YSiN T/1: I!< %:W►lCNitNN. NANRING, SrIP►[ND. (MSiILIATl011 DN T IMILO I oT SAI,S;t1. tj THIS NtSIDN CDNrDANS vlTr u1LtCAIIC fID11110Ns of M INAT7rNAl ILSI�Y k p OT. L 1D� . 70.0 PSF SEQ� - 3365 AL� f![GI/[E4110p /pIlIS7t[r 61 T11E AM(SICAN r0R[Sr 11ND lAPtN,ASSOtINTt0N1 AMD TPP• ALP CON P1N -r'f �� , OUR,. �AC. 1 • 15 FROG MD - DDNNECTDNS AIt IIADC O/'IOOA ASTM ASST CNST rXIE Sial• LU139" NS 11 1; MILT tlAIECTC45 t0 4 tip* LAtN ?AL[ 0; 1/l0 ANDNINO�A`Fs DANI[ND1NTtRol IL DNANin AITIDt cONLY T F SPACI [NG 2Q • Od TRiJSS nuts oNl� To tut olst[N Of. C+G� i - `�[rTNIfS D[IIt1t0 N[N AND SNNII.:NN IE NlLllr N►DN TA ANY OTNtIi YAY. !D OM f1IS OrfIGN, PIS SCAI ON 1H Q ... •. k 1. r, 7 -•: n ...' `�t•1'4+'hl'f' J-1,I'iil� 1fu ii t,.c, U?� tL hdl.1 Pti[ � ,' ( i S'( _ i 11 t 1 T .� vt _ _ "• f 4' TOP CHORD 2X6 FL 5S Trusses "Requl {'e0. y�.. BDT CHORD 2X6 FL $S rd :W5 2x4 FL #1: LE; (8d NAILING ;SCHEDUrpox_nallsj N WEBS 2x4 Fl standard TOP CHORD: 2 ROWS @ 2" D.C. (EACH ROW) CONNECTOR PLATES DESIGNED F09 GREEN ;LUMBER PER`IIDS-91 TABLE BOT CHORD: 1 :ROW @ 12' o.c. C tt` G UAL SP CIN 7.3,'3. WEBS 1 ROW (n, v oit. MOVEMENT OF 0.71 DUE TO REPEAT NAILING A. A'ER IS APPLIED. USE EQ A G n BETWEEN (ROWS AN(< R LiAILS IN EACH ROW TO AVOID iSPLITTING. CALCULATED HORIZONTAL LIVE LOAD AND 0.17 4 DUE T OL ZUD' LOAD. ,ROOF OVERHANG .,...vjED FORA 2.00 PSF .SOFFIT LDAO'. IN LIEU FTOBE RIGID BRACEDt+BYGPNOPERLY ATTACHED PURLINS SP 24.00" o c til ADDITION A'RIGID CEILING OR 2x4 #3 HC @ TOPCHORD F. REQUIREMRENTSTS OMUST BE INSTALLED IN ACCORDANCE HITH THE OFF I.C.B4O1 RESEARCH REPORT ;2949. OR BETTER CONTINUOUS LATERAL BRACING SPACED @ 72.004 0. Ci MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD, NOTE: EXPECTED VERTICAL DEAD L�,AD DEFLECTI011 . 0.16 ". EXPECTED VERTICAL LIVE LOAD DEFLECTION 033 ". ADDITIONAL LOADING (PER TRUSS MANUFACTURER) --------•-•---------•-------:.....- i, . -- 10X14 TC From, 462',PLF at 0.00 to 406 PLF at 8,00 TC - From 406 PLF at 18.00 to 462 PLF'at 24.,00 TC - 22Y,75' LB Cont. Load at 5,00 3 X 4 W5 3X4,4'2205# TC 2205 LB Conc. Load at 18.00 V204 2.5X4 2.5X48 12XL4= 9 8 LD 3X4 3X4 z , 6 �- 1.szara , �+ 1.5X4 II 5X;2 (A5R) � 5XI2(A5R) �` tt ., g 12-0-0 12-U'-0 J` 3-0- 0. -040 Over 2 SUppot`ts _ R-6862 CS) R`-6861 PLT TYP. AlLing TPI�9��.. TRu93csd+t.nitE9>wrRtcAAelr►AwTCAT Design Criteria UBC CA - 1 - F Scale`-.25" Ft. r---i tom. NAA0L1M1. 3111►r1NO..INSTALL1.M no TC LL 50.0 .PSF 'REF R427--51003 0 pNICt7iG.. Atft! IO'sle•i1 (NANaLgto INCiALL018 An i:Auxi), PWISO[0 YY T►1 (TOSS PLATE 1.twtTOr[. iifs sioUitl sit.. SUITE too. 1A0_ISFH, YI 5311!). f(A."Itry PUCTICES 00.101 i0 a . TC DL 10.0 'PSF .DATE - 10/28/97. © ? ll0*U11 T11St f11cT usi iAuSt oTItUM l`[WICATt1._Tor 011020 WALL RAVE FIVERtf AViOw O C STWCWUL PWL$i alnaicwAO swul MAIL APROxur WACNE11[910 cttttll., O/� lfi BC' DL 10.4 PSF !DRW CAUSR4v 97361602 ^IuIOTMf•� FutAusM,A urr 0 1RtS K111111 TO TIC u3TALu11M 0111 CMi AMU tMIIMEa[R�� I1d11Lr1r 1MT. SHALL w7 IC 1LSrtlSl9lt tat 'Aa 0[VIAT101 f1111 illi 1ESip1i A1Y rAulu To *' BC LL 0.0 PSF CA-ENG' PRICK, 01", of AUUSIre9. WOLNAKII MITA tPh on IA111CATt40.,9MILIRI Istrim, tRiUtUlT1M lV L7 ntt0 nt dusts n6y ans ter coirm VtU ArrLttA9tn t oa Mal OArIo1AL lit,00t otriQi C TOT. LD. 70.0 PSF SON 12070 �� S►EOUJCATIAl rL'Itr 0 9T lAt A1o�Ao 37 ox AND EEL. ASSIOIAS KO) AAD Tr)i 99-111 cwutails uE 1uo[ 1s,mcA Atilt go alt cur. sic1L. ,11((11 As lAuo. Arrtr covNECTIIs TO DUR :FAC . 1.15 , FR0h1 MD r-- tut! f;t1'Of TRO99. as UNLESS O0001u LOGATtt) oN 11tt 019101. 10S1T[Or,TON1ECTuts itR OFlidAiD Ito T[[ IEUSS 0EP1 f[R MEACAANa sNMIL No1T1R�'Win urOM t1 Or, Orin NAYES ONIr f0 TN[ t[Y1CM SPACING, 4 i T TOP CHORD _J (DBs) "RNIN TOO CHORD DIAGONAL BRAdE -FIAL.'BRACE SPACINr 12'� MINIMUM LATI R, ikrlil t6 t �q ii� greater Pi SPACINd(LBS) ......... SPAN Whe PF/JjF_ TCH! js d liamptifols"'o _,6` ,� � I :.,, y r -.11 . I . ��Ii, .:�, . I I i 100 11118TY - 20 15 d 3 L K.MECOME,"I t: to -4 U a ver 32 0 8, N� ! 'r , _f Ver ATION INSTALL 4 60� 0 W1WARNjN%,'j f 1?91 ver 0, AR I Ml 6 See a registered professional Ong! neer DF` - Douglas FirrLarch, SP Scuthern,Pinb JA I p� -i �,��v Uy I % yk duld,resultinp, SpF SpruceloPin a Ir �-��IPVR cook 0,1A, HIF Hom Appro)dniately Tog a "rW I I I - , , e 'Line I � ,� " Tag _Fp-rol, 1$lll length 1�a truss length Line continuous Top Chord -.pans loss than:30'. rifting'''' �vlces shouldbe connected to All lateral braces, Lateral Brace, Trust e Sheet. the truss top chord with a closed -1000 B-9'j'SUJMrT,.1___ such as Strongback/ lapped, at- least 2 , �Required �M attachment utlllzng materials SpreaderBar C DATIONS for W COMMENTARY and RE, OMM N, TRUSS PLATEINSTITUTE Spreader Bar slings, chains, cablesi nylon strapping, 101 or Greater ;HANDLING, INSTALLING& BRACING METAL fr o or., Suite 200 etc. of sufficient strength to berry the 583DOnlo,i Tooln Toaln weight of the truss. Each truss should be X scon In 53719 J Madison, Wi TED WOOD TRUSSES -59 set In proper position per the building PLAJE C NNEC (608) 833. . do l � . , I it 1 0 1 � 1. .1 idustry� but mat due to the nature of responsibilities irivolved,lbal esignerlls framing plan and hold with Aoproximatel L____� Attachment 11 jngCon=W_rH0nsecicon it h tractor., truss ir the lifting device until the ends of the It , , uallfidd building designer orinstaller, Thus, I? th Required StOM handlil inniall aad pf", afor& use. of 6 q unload. esented.as 9 guid rdamages� 11 APPrOXIMPt jruss are securely fastened and tempo- F 1'1)e installer the Truss; Plato Institutej I= e)tprpsp,y t 1/ 'Greater than.60' 9 1 disclaims any responsibility fo 2id Ion edy StfiLDI iecte vood tnisses to In LffLaadawn nce, on, the, reco m ndation6 and %Lrary bracing is Installed. trUctural arising from the use, application or rellai M. a q isiexerzlce thesame high degree of safety awareness as with any others iht Los reted at supei lui lion litained herein laybijildingdesignem, installers, and others. Copyn.g sll ; lion or e4 tial, W60' Tag Wo, terp 111 011111113 cOl 'Too btlhte6dthe�erecbm'mqidation�tobe,inI listal Q by Truss Plate Instituto,ir= All,dghtOal This document or any part at6dal. TPI does ni I 41:16n for handlill i ling eserved of the Ll 'to the pirl Architectllsi or En6lneees' d sign specific wr iteri,porm ,e_ ission ie A -be reproduced in any form without Up all orfloor,.Thesetec;ommehdationgLare thereof must ric Strongbaldlill apdbracindwoddtruss6sfor,gpadiquI Staies ot America.', 10? 10 'of leading teq rilcal pers nel In. the wood publisher, Printed in the United spre erBar ad, lveoxp a e h ph bated Li 0 erf nc S Pon the 11 M"'O", , 6 0 1 e's" Y,011`4011!9!� Vu T1 ON. Orall 7 - I I . 'r 'At Gill 6�lirlalmeq,,: UJI", d"' 1,0 Toe In x--,.-.'-, '__ , ": I , T 610 Orabove Top chords that are laterally braced can buckle ft truesesyWil PSeo a re Isler `1 41111i togethan 50-rh W'', it, lGIVOrm,1111:11VII % mndcausecollapeeilthavelcho on Go" ,"g I'd M,W:bf2.--' 6, Mid hibight 11 Ing should be nailed IMP., Mill, 1! Li Y_ purlins 'ba! .", -, I nalbraclng� Diagonal broi R.10% fi;c-en tothe underside of the top chord when n,ilina�,P,�itc AM ENV_ dd 2" On h of the top chard. are ahached to the topaide APproximately 'tci -2/1 truss 16 1A rigilh, Tag h J& Maw 00 Too i "it U d I t h M i W t 0, c 1 01" :9, iQ Line I -_ - �T Anstd 100 M" AM' ; I d' IdII i6evile-m *qmpq ��C41UTIOI W pr in �J,7,7_.,T""��,_�,��,,�.,�� TRUSS STORAGE TV 4"P11111"F,11.77 _y Ift h a t a W 100 1 r� C Ah W dhotWll -77w BUILDING EXTER109] 6U c �"A 14 TIT I T Top�C or7d ypicall Ybrilical r--___Tn_aV7ar_b1d�] FGB�� ho nl� Plan WT ."'r . . ... Al�� LOT-, n e ee�' �n R I FIID AN MINIMUM P I qcW DIFFERENCE TOP CHORD Di NALBRACE LATERAL BRACE SPACING (DBS) SPACING(LBS), # trusses] 5PF HF p to 28' - 2.5 3.0 7? 7 12 61 9 3.0 51 istered professional engineer S66 a ��re SPAN MINIMUM PITCH'� BOTT0MdHORD LATERAL 13RACE SPACING(LBS) BOTTOM CHORD DIAGONALjBRACE SPACING (DBS) [# trusses] SPF/tIF Up to 32'_�4/Tl _2 is, 20 is M6 Over 32'- 481 1, 4/12 1 is, 16 7 —10 Over 481 - 60' 1 4/12 1 4 it 12 bee a registered professions MINIMUM SPAN DEPTH TO PC HORD LATERAL BRACE SPACING(LBs) TOPCHORD' DIAGONAL BRACE SPACING (DBs1i [# trusses] SP/DF ISPFIHF Ue to,32t 30" 81 16 110 -------- Over 32'- 413, 6' 6 1 4 Over481-60' 4811 5' 1 2 Over 601 See a registered professional engineer 20/2X6,PARALLEL continuous TOP CHORD. 4 - 2' CHORD TRUS�� Top Chord 8.3 MINIMUM SPIACI,NG(DBS) Lateral Brace Required PITCH [#1russes] Top chords that are laterally bracedchn buckle SP/DF I SPF/HF Up to 241 getherand cause collapse if there 15 no diago- to' it 12 19' or 0 reater 3/12 7' 10 6 Over 42'- 54, net bracing. Diagonal bracing should be nailed 6 4 Over 54' see a registered professional engineer to the underside of the top chard when purlin, a are attached to the topside of the top chord. _7 Attachment x Reaulred DF - Dou a Fir -Larch SP -.Southern Pine DF-�Douglasflr;-Larch SP-Zoluthern�Pjne qull .................... %F19 HIF - He r S I PF P'Spyuce PlnevFlr HIF T kemwr-lr SPF Soruce-Plnew!Flr 20�4' Douglas Fir -Larch SP, w Southern Pine Y .0 — -Fir SpruceaPlne+lr 'Helm SPF �r -b 5 P N, " , , N N 41., Allibileralibraces greater lapped at, least 2 Diagonal brace N, 'trusses. also, required on end verticals. 4". Top Chord e N1, Lateral Brace — % !A dt"Jetist tw�f Required canbuckle TI Top chords that are laterally bracer L/The.end .1isnodlago- togetharand4ausecollapacifther 10* or Greater n—i not buicing, Diagonal bracing should k�6 nailed diagonal brace, to the underside of the lop chord when purlins .4 vered� End diagonals are 691ge" foupantile are both ends of the 'truss s placed on vertical ysiern, Required Webs In 'Ine with MONO TRUSS' ;spacing,.as to chord diagonal bracing. ill a attached to 166 toptilde of the top chord. 36W)m �Chord diagonal braCl 11ru 'Must be stability and must be dupIIba1ed1,on,f.;!, --p. spesi. Attachment t each end'offt, buildinglan same F I., , : �BOTTOM CHORD, PLANE 'the support. cQuig j j,' ex n �n 0:11 e W lowl eseyeddififfi 'j V, A,, re�,persona �Y d' Continuous 4x2 PARALLEL CHORD TRILIS&TOP CHO Top Chord INSTALLATIONTOLERAINCES BOW Lateral Brace Top chords that are laterally braced can buckle togetherand cause collapse I'there is no diago. Required Length nal bracing. Diagonal bracing should be nailed L(In to the underside of the top chord when pOrlina 10* or Greater are attached to.the topulde o the top chord. 0(in) D/501 D(ft) PLUMB Attac, 0V Crdds bradlng repeated RoqtilrZ 12" _1, /4" Ij260 or w 30# 24" 2' at, each end of the WNW and at'20' r 36" 3/4" 3' 1P0, xv 4' irvals. Ifitt 31/ 60" 1-1/4" 5' 72" 1 -112" 6' 84-1 1-3/4" 7' 96" 2-1 Truss 108" 2" t, Le bepin T c D(In) sier of L/200,02' Lesser of i voll N*6. P� 1 -11-1 1 1 i russes must nave turn. ber oriented in thel hqrl- 50 or 211 continuous N ";� �i — I, �`All later'. zohtal direction to use ateral,�,braclhg m Prurnh this bracef spacing. P1 as spelcif led by, the Misplacement, Line L . (in) L/200 L(ft)� 5010 TOP CHORD. 4 - 2' TOP CHORD DIAGONAL BRACE 8.3 MINIMUM SPIACI,NG(DBS) SPAN PITCH [#1russes] SP/DF I SPF/HF Up to 241 1 3/12 it 12 Over 24'- 42 3/12 7' 10 6 Over 42'- 54, 3/12 W 6 4 Over 54' see a registered professional engineer Douglas Fir -Larch SP, w Southern Pine Y .0 — -Fir SpruceaPlne+lr 'Helm SPF �r -b 5 P N, " , , N N 41., Allibileralibraces greater lapped at, least 2 Diagonal brace N, 'trusses. also, required on end verticals. 4". Top Chord e N1, Lateral Brace — % !A dt"Jetist tw�f Required canbuckle TI Top chords that are laterally bracer L/The.end .1isnodlago- togetharand4ausecollapacifther 10* or Greater n—i not buicing, Diagonal bracing should k�6 nailed diagonal brace, to the underside of the lop chord when purlins .4 vered� End diagonals are 691ge" foupantile are both ends of the 'truss s placed on vertical ysiern, Required Webs In 'Ine with MONO TRUSS' ;spacing,.as to chord diagonal bracing. ill a attached to 166 toptilde of the top chord. 36W)m �Chord diagonal braCl 11ru 'Must be stability and must be dupIIba1ed1,on,f.;!, --p. spesi. Attachment t each end'offt, buildinglan same F I., , : �BOTTOM CHORD, PLANE 'the support. cQuig j j,' ex n �n 0:11 e W lowl eseyeddififfi 'j V, A,, re�,persona �Y d' Continuous 4x2 PARALLEL CHORD TRILIS&TOP CHO Top Chord INSTALLATIONTOLERAINCES BOW Lateral Brace Top chords that are laterally braced can buckle togetherand cause collapse I'there is no diago. Required Length nal bracing. Diagonal bracing should be nailed L(In to the underside of the top chord when pOrlina 10* or Greater are attached to.the topulde o the top chord. 0(in) D/501 D(ft) PLUMB Attac, 0V Crdds bradlng repeated RoqtilrZ 12" _1, /4" Ij260 or w 30# 24" 2' at, each end of the WNW and at'20' r 36" 3/4" 3' 1P0, xv 4' irvals. Ifitt 31/ 60" 1-1/4" 5' 72" 1 -112" 6' 84-1 1-3/4" 7' 96" 2-1 Truss 108" 2" t, Le bepin T c D(In) sier of L/200,02' Lesser of i voll N*6. P� 1 -11-1 1 1 i russes must nave turn. ber oriented in thel hqrl- 50 or 211 continuous N ";� �i — I, �`All later'. zohtal direction to use ateral,�,braclhg m Prurnh this bracef spacing. P1 as spelcif led by, the Misplacement, Line L . (in) L/200 L(ft)� 5010 1 &p 4 - 2' 100" 1/2" 8.3 150" 3/4" 1 2,5, L(In) L/200 L(ft) 20 V , 1 16.7!, 250" 1 -1 /4" 20.8' 300" 1-1/2" 25.0' Q CDF FIRE SAFE REQUIREMENTS _ AP# PERMIT #' NAME T.'.ider authority of PRC 4290, the following checked items are 3:equired by the ;Butte 'County Fire Department and are made a part of this permit. These requirements1. are minimums and will be superseded by Butte County local regulations which equal or exceed these standards. Field inspections will be made by the Butte County Building Department for compliance 1272.00 Maintenance of Defensible Space. To ensure continued maintenance of properties in conformance with these standards and measures and to assure continued avail- ability, access and utilization of the defensible space provided for in these standards, annual maintenance must be provide for by the land owner.. Driveway Standards rVI 12!73.02 Surface. All driveway surfaces and structures (bridges, 1273.07 culverts and other appurtenant structures which supple ment the roadway bed or shoulders) shall provide unob- structed access to conventional drive vehicles,, includ- ing sedans and fire apparatus weighing up to 401000 pounds, ["Ll 1273.03 Grade. Not to exceed 16 percent unless paved. 1273.04 Driveway Radius [ �] 1. No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional sur- face width of 4 feet shall be added to curves of 50- 100, feet radius; 2 feet to those from 100-200 feet 2 The length of vertical curves in roadways exclusive of gutters, ditches and drainage structures designed to hold or divert water shall be not less than 100 feet. [ 1273, 05 Turnaroundseerequired, will have a minimum turning rad of 40 from the center of, the road. 1273.05 Turnouts. Shall bea, minimum of 10 feet wide and 30 feet long with a minimum 25 foot taper on each end. 1270.10 Width. All driveways shall provide a minimum 10 foot traffic lane and unobstructed vertical clearance of 15 feet along its entire ,length. Page 1 9-40 7 APEF B #:�lIT` ( ] 1273.10 Turnouts . Driveways px%ceeding 150 feet in length, but less than VO feet in length, shall provide a turnout near the midpoint of the driveway. Where a driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet A art. [ ]' 1273.10 Turnaround. A turnaround shall be provided at a11, 1 be within 50 feet othe building, building sites on driveways s over 300 feet. in length and shal _ _ 1273.11 Gates .,.,, 4- U [ � 1, Gate entrances shall pe at least LwQ 1CCl- wlu I the roadway, it serves 2. The gates must be located at least 30 feet from the I roadway and shall open to allow a vehicle to stop Without obstructing traffic on that roadwayi { J 3 Where a one-way road with a single trafsIc lane provides entrance, a 50 foot turning radius call be used, Fuel_. Modification 1276.01 Setback for structure Defensible Space, [ j 1.. All parcels 1 acre and larger shall provide a mini- mum 30' foot setback. for buildings and accessory buildings from ul] property lines and/or the center of the ,road; [ 2`. For parcels less than 1 acre, local jurisdiction shall provide for the same practical effect, See Other Requirements below. 1276.02 Disposal of Vegetation and Fuels. Disposal, including. chipping, burying, burning or removal to a landfill site approved by the local jurisdiction, of flammable vegetation and fuels caused by site development and construction, road and driveway construction and fuel modification shall be completed prior to completion of road construction )r fLial inspection of a building permit. Page 2 pf 3