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047-680-016
047-680-016 PERMIT#00-0334 RITCHIE HOMES 138�lJinesap, Lot 16, Chico New Single Family ,rlx)11- /0-Z7-ob 047-680-016 ADRIAN, ERIC 13822 WINESAP, CHICO Cont: HOLIDAY POOLS POOL -MASTER #501-97 . E.H. USE ONLY Piot Ran Anscbod. Roos Plan Atuchad U Sons to B.D. 7 TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance . c -/,n' � l3�zZ � Gly:.��s� G�: 47 -fob Owner Location AP# Plan Approved for: Sewage Disposal X Water Supply: Public Private Well Clearance for • ' -dwetfing. Other .0 Hold final for: Final clearance O.K. for: NOTE: Environmental Health Specialist 8/96 S -L3- 0l Date �b 1 l�-9 -de7 ,6e A`� 0�>o�7 y,19 aH IV- 0 Kua OAn a munlo 0 0 C COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION �/ 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-75 �/(71IT. (Rev. 12/96) APPLICATION AND PERMIT (((���� ASSESSOR PARCEL NUMBER 047-680-016 ZONING SR -1 - BUILDING PERMIT OWNER Adrian Eric 899-6991 TELEPHONE ,� SO, FT. OCC. BUILDING VALUATION . OWNERS MAIUNG ADDRESS 13822 Winesap Court Chico CONTRACTOR'S NAME Holiday Pools894-1467 TELEPHONE CONTRACTORS MAILING ADDRESS 2990 Hwt 32 #300 Cl -'co CA CONSTRUCTION LENDER LENDER'S MAIUNG ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. —Filing Fee $ 20.00 Permit Fee $ 258,50 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 23.00 BUILDING ADDRESS 13822Winesap Court Chico Energy Plan Checking Fee $ $ PERMIT FEE $ 101-90 LOT NO. SUBDNISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: Pool Master 501-97 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE $ 35.00 ELECTRICAL PERMIT I Fling Fee 20.00 "OOV OR LE Main Service 20.AORLESS 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 heffect. /�// n License Clas— �� Lic. No. . 362y� / OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. �Y 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 ins u nce carrier and policy number are: Carrier Policy Number OQ— (The above sections need not be,96mpleted 0 the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with thos provisions. XDate v? © Signatu , of Applica ❑ Or Contractor ❑ AgeO An Q0HA permit is red f x vations over 5'0" deep and demolition or construction ructures ov 3 ories he ii t. Main Service TO 10DDA 46. 00 NEW CONST. DWEWNO OCCUP. SO W:n so OR ADDNS. ( a ACC. S.3.5¢FT. NON•REEs. IDT. MULTI.OUTLET @7.50 POWER APPARATUS a SINGLE OUTLET CIR. 20 (I'50 Ex. Occup. OUTLET OR FDITURES BAL (P.50 Ex. Occup. OFIxUxEEDTSARa DRQ 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 Pool Electric 130.00 PERMIT FEE $ 50. 00 MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee is occ CONST. TYPE TOTAL FEE $ 386.50 HAZ. D. FEES IMP ^ I FLOOD CDF PARCF� PD H ISSu This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By LW_Date PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. p� Q �► OC� Date Receipt No. Z WHITE-D.D.S.-B.D. CANARY -ASSESSOR NK -INSPECTOR GOLDENROD -APPLICANT I T-^r�.s-"(.....r+.i1r�`F.-...r�-•�—_�'7�" -7'v,• _-n-r-mss'+-►•,.+-^--r•---..'r•..-� .- .. r1.-•,�-yz. ��,..,,�4TF7;,,•y�.v.,�.�rr-•-•.,.„�,y.. r..�..��r i„�. ` COUNTY OF BUTTE -DEPARTMENT F SOON COU ENT O DEVELOPMENT SERfiCES-BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone,(530)538-7541 Fax (530)538-2140 PERMIT APPLICATION�DATA SHEET OWNER: ��?;�/ `� ASSESSOR PARCNUM\ Proposed Building Use: I-VOCounter Technician: Date: V-5 Items required in order to apply for a permit. All boxes MUST be checked P.R marked NA in order to apply. lot plans, 3 or 4 sets, signedty the preparer of the plans. 00�2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Energy compliance design and supporting documentation in duplicate. ❑ 6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or foundation plans, all in duplicate. ❑ 7. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The permit will be indexed and returned to the plan review line-up when required items are received. Date Received By ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ ❑ 9. Plot plan and business license approval from the City of Biggs .................................... ❑ 10. Letter of intent for non-residential buildings......................................................... ❑ 11. Detached Accessory Building Foran filled out by the owner ..................................... . 12. Hazardous Material Form......................................................................... _ Other A Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑_ 14. Fees as shown on the attached Schedule of Fees Due Sheet ........................... Statement of Intent for Non -heated and A/C Buildings .............................pp� ....... Sanitation and plot plan approval from the Environmental Health Department ih ❑ 17. City of Chico Plumbing permit........................................................................ ❑ 18. California Department of Forestry plan approval ❑ paid. Sent. by: ...................... ❑ 19. Planning approval for (A) Use: C> K (B)Parking: . (C) Parcel Check: 6—) B _d3 ❑ 20. Contact Land Development about ❑ Improvements, ❑ Drainage .............................. ❑ 21. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 22. Pre -Inspection for I i required ................ ❑ 23. Contractor's license information. (Number, Name Style, Classification) ...................... ❑ 24. Worker's Compensation Carrier and Policy Number ..............:.............................. ❑ 25. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... ❑ 26. Litter of Signature authorization.................................................................... ❑ 27. Recorded copy of Agricultural Acknowledgment Statement .................................... ❑ 28. Manufactured home utility clearance............................................................... ❑ 29. Existing violations and/or expired permits......................................................... ❑ 30. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 31. Other: Ile i When issued Telephone and hold for pickup. I I have been informed of the Applicant: 1. Index requirements for obtaining a building permit. Date: 45 o? 10-3 20' Z Plan Check Letter 2. Additionaritems required (9 42 `r I - t C6ntr, tra, designer, owner, was advised cf the Bove da(a by 9pho e, ai , counter, by Date: onct , designer, owner, was advised of the abov data by phone, ❑ mail, ❑ counter, by Date: Mans reviewed by: R15 Date: V D Plans approved by: Y�-Y % Date: Structural reviewed by: Date: Structural approved by: Date__ Note transfer by: Date: Yellow: Buildine Division TO: Building Department FROM-. Environmental -Health--- - -- SUBJECT: Sanitation Clearance .4771aP,0 -oll, Owner Location v AP# Plan Approved -for: Sewage Disposal x Water Supply: Public Private Well Clearance for _-dVw0irrg. Other Hold final for: Final clearance O.K. for: NOTE: Environmental Health Specialist Date 8196 I COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (531) 538-754�i�./? RMI APPLICATION AND PERMIT LENDERS LWUNG ADDRESS ARCH ECT OR ENGWM ARCHITECT 'OR ENONEERS JAMA0 ADORESS eUILDPIG ADDRESS LDT NO suBO1mms NAME USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilshome ❑ Other New ❑ Addition ❑ Describe Work. _ TYPE OF WORK AvY'1 SRA o44-mw- E2 AmamA 7:�71�7 1 rl Nt&VYNt ILDING PERMIT OCC. Total Valuation I PERMIT FEE Filina Fee S 20.00_ Permit Fee S 23.00 Plan Checking Fee S' Faefitio Energy Pian Checking Fee S #46.00NEW 3ORADONS. S PERMIT FEE S -- PLUMBING PERMIT Firing Feel 20.00 Each Trap --- Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Moble Home I S I G I W I I (LD20.00 EX. Occup. PERMIT FEE I S ,-X ) --" ELECTRICAL PERMIT Firing Fee 1 20.00 Main Service paOR,L� 23.00 Main Service zooA To soca► Faefitio caar. wveirio occur #46.00NEW 3ORADONS. i AGCeLDS&n�mfhrlEw ' l FrLaTwurLt 1 I EX. Occup. OUnfiT OR FIXTURES bz Ex. OeL:u FD® AFr�LNs. . oREA L owners ro 5.00 Temporary Service 23.00 Moble Hop2e Faefitio 20.00 Isc_ wm e , n — 23.001 /.— PERMIT FEE _ MECHANICAL PERMIT Firing Fee 1 20.00 Hood I 1 6.501 PERMIT FEt S Moble Home Installation Fee S Energy Inspection Fee S Dee 00-T. IPE TO AL EE $ r ! D. FEES IM D I CDF IAfjiCEL ND 1 GSA This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date PERMIT EXPIRES ON (JefoJ MAY 20, 2003 COUNTY OF BUTTE Department of Building 7 County Center Drive Oroville, CA 95965 IX.1'. BAG�-I MAN RE: HOIDAY POOLS EXPANSION SOIL ERIC ARDAIN WINESAP CT. CHICO 95973 APN 047-680-016 ATTN: Mike Viera �C ASSOCIATES Dear Mike: I have reviewed the information in the report for the Autumn Park. Subdivision, prepared by Anderson and Associates cn November 29, 1999.. If , Jin of Holiday Pools uses 444 rebars in the bond beam, and nun the alternate bars to -the bond beam for this pool that it would be adequated for this pool. I have additionally directed Mr. Dougherty to thoroughly saturate the existing soil prior to placement of the gunite. I will verify adequate saturation to required depth prior to the placement of gunite. If I can be of further assistance i...rods matter, please do not hesitate to let rr.P know. Very truly y u: s, C. W..BACHMAT;' RCE # 16803 ENGINEERING BUI "TE COUNTY BUILDING DIVISION APPROVED NETV ADDPE,.) 13647 6ARNEP LANE CYICO, CA 95973 • SURVEYING • QsQFF SS/ y SAC y� yC Exp. ClIz Q 63a CMU NO 16403 'm CC (P Gull. TF�F CN. PLANNING DESIGNING 3012 The Esplanade, Chico, California 95926 Telephone: (916) 342-4136 NEIL O. ANDERSON & ASSOCIATES, INC. 0asoc. GEOTECHNICAL • ENVIRONMENTAL • GROUNDWATER • INSPECTIONS • TESTING • LABORATORY SERVICES CORPORATE OFFICE SACRAMENTO OFFICE 22 Houston Lane 4229 Northgate Boulevard, Suite 3 CHICO (530) 891-6304 Lodi, California 95240 Sacramento, California 95834 STOCKTON (209) 472-1091 (209) 367-3701 (916) 929-9267 RANCHO CORDOVA (916) 631-4455 FAX: (209) 333-8303 FAX: (916) 929-9269 August 8, 2000 Job Number 99-032 CE W DRE ' �` Mr. Rocko Ritchie Ritchie Homes AU � r.�o0 389-A Connors Court BUTTE COUNTY Chico, CA 95926 BUILDING DIVISION Proiect: Autumn Park 13822 Winesap,,QooI 16j, 13847 Winesap (Lot 19) Chico, California Permit Number 00-0334 CLAY PRESATURATION. OBSERVATION Date Representative Time Mileage 7/18/00 R. Hall 3 hours 162 miles SUMMARY OF SITE OBSERVATIONS: Expansive clays are present on subject lot. Adequate moisture penetration for expansive clay soils on subject lot (18" depth). Okay to place concrete when ready. Based on these test findings, it is our opinion that these lots meet the requirements for special foundation treatment. We, therefore, recommend that these lots be approved for construction. We have employed accepted engineering and testing procedures. However, we do not undertake the guarantee of construction nor do we relieve the contractor of his primary responsibility to produce a completed project conforming to the project plans and specifications. NEIL O. ANDERSON & ASSOCL4TES, INC. Neil O: -Anderson, President Geotechnical Engineer 2245' NOA:bf (99-032 presat-c.wpd] - - cc: Butte County. Building DFp-kt nent .. - COUNTY OF BUTTE Oroville, California GENERAL CLAIM CLAIMANT: RITCHIE HOMES ADDRESS: 389-A CONNORS COURT CITY fr STATE: CHICO CA 95926 DATE OF CLAIM: 12/08/2000 IMPORTANT. SEE INSTRUCTIONS ON REVERSE SIDE ci iaeAiT ri a inn Tn nFPG RTMFNT RFCFIVING GOODS OR SERVICES V VYI�II DATE I Vrr�• - -- - - - - DESCRIPTION OF CLAIM (DESCRIBE FULLY TO AVOID DELAY) AMOUNT CLERICAL ERROR OVER CHARGED. (AP#047-680-016, BP#00-0334, RECEIPT #294679 DATED 6/5/00 & RECEIP #280997 DATED 2/18/00 OWNER: RITCHIE HOMES.) Total amount overpaid $!,392.42 Total amount retained $4,984.18 TOTAL $1,392. 42 I, the undersigned, declare under penalty of perjury that the services or articles claimed have been performed or delivered, and that this claim is true an as stated. Dated this day of6ai—_, 20W, at el��,Calif. &, /LU.f.��. signature of Claimant I, the undersigned, hereby certify that, to the best of my knowledge, the services o rucles specified above ha a been performed or delivered and that t Budget Appropriation [ ] or Specific Board Approval ( ] (Check one) for the s7ODeapanm4et Dated this day of �� , 2000, at ©F-Cl(Calif. Head or Authorized Deputy Dept. Code 440-002 Exp. Code 4210500 PAYABLE FROM CONSTRUCTION PERMITS FUN Dept. Code Exp. Code PAYABLE FROM FU Dept Code Ex . Code PAYABLE FROM F DO NOT WRITE BELOW THIS LINE.- AUDITOR'S USE ONLY DEPT. & SUB. PROJ. SUB. OBJ. CLAIM NO. INV. NO. INV. DATE ENCUMB. GROSS AMT. � o � iv cso-e� c� 3B 9,35— fie --g � ay��9 ps- If, 3� o �sD a���8 y as'a�.� a�,`f�7� t y�51. �S 7 j388� � � � I 4 3 q Do Soo a�� 7.0OOQ '-7 4q5i.. ps- If, 3� o �sD a���8 y as'a�.� a�,`f�7� t y�51. �S 7 j388� � � � I FOR BUILDING DIVISION USE: Receipt Information: Number: Date: Issued To: Amount: a Fees Retained:. Processing Fee: Bldg Filing Fee: Plbg Filing Fee: Elec Filing Fee: Mech Filing Fee: Energy P/C Fee: Plan Check Fee: Inspection Fee: SRA Fee: Total Amount Retained TOTAL REFUND DUE $ o�-ae- da , R9-4 /3, 887 0"�' 530-893-3415 VY S - /tea..._ .... . 3�4 .OD _...... .... . _..._ . . RITCHIE CONSTRUCTION Fax : 530-893-3415 Dec 07 '00 0954 P.03 COUNTY �O�FcOUTfE (zoo 8) _ _ _ 294679 %0o '00 (of 9) OFFICE OR DEPAR ENT ISSUING RECEIPT (01,) Received from 77, %_7 , 577 / The Sum of i uS I For Z H95'60= 75200 Received: �o ax y -- 116 a1 K 3100 7 0 67 04q- &90-cb ��foa. 047- A&0 of r z.9 4X 360 ,�- 720 X 8q = ! 7 3 76,9.6 � I CASH O CHECK T'4 v"w pr0ft. w_ MM77e &sw Received from The Sum of For Pc r Received: p rc 4, e Recelved TIUe ray NTY .O F- BUTTE 280997* OFFICIAL T DEPARTMENT ISSUING RECEIPT Nk_j `1,src o-,� 13� /�irsrcn�•� G p� ,, q; Z (. CASH CHECK tu9mae�ee�Fo�.mlmwes�. - Received from The Sura of�! ForT`' Received: Received By �9 208 ,z$ -Tine Zy NTY OF B OFFICIAL RECEIPT ING RECEIPT 294284 CASH [3 iYa1 y3 Received Bv� 36.e Title CHECK If By O -KA BUSINESS FORMS • (916) 7a -es" L '520 qq17 96Pc g Ra 06-11,23 87 SWR a�3g.as��g FOR BUILDING DIVISION USE: Receipt Information: Number: Date: Issued To: Amount: Fees Retained:. � I 16p, alls� o0 � �_Jjj 4P Processing Fee: $ Bldg Filing Fee: $ Plbg Filing Fee Elec Filing Fee Mech Filing Fee: Energy P/C Fee: $ Plan Check Fee: $ Inspection Fee: $ SRA Fee: Total Amount Retained TOTAL REFUND DUE RITCHIE CONSTRUCTION Fax 530-893-3415 Dec 07 '00 0954 P.01 r Is jRxTCH11E-Hr,)MF,S DEVELOPER & GENERAL BUILDINGCONTRACTOR Uc. No. 441996 389-A Connors Court, Chico, CA 95926 893-0162 FAX COVER SHEET rax NUNMER TRANSNUT ED TO; To: Of - From: ClicaVMatter: Date: CONEvn:NTS. Original will NOT follow. Qom., 9 ;0 �--7- ' NOT COUNrjNc; COVER SKEET. IF YOU Do NUf RECKM AL, PACLs, PLEASE TFLL.PHONL US MMILDIATELY AT S30-993-0161. - I ❑ APPIOVED ' a CONDITIONALLY APPROVED ❑ RESOLVE PROBLEMS PRIOR TO APPROVAL PERMIT CLEARANCE Permit #: do — a r� Genera/Informat(on Date: —� — O tD AP#: Owners Name:'TC14l E H ©--� ip— G 7) e - Parcel Acreage: _ • 8 I Owners Address: 3 a 7p "- A Building Site Address: Property Information Permit Type: ❑ Agriculture Building ❑ Commercial ❑ Industrial ❑ Mobile Home ® SFD ❑ Residential Accessory ❑ 2nd Dwelling ❑ Multi -Family >2 units per parcel ❑ Septic ❑ Well ❑ Other Zone District: sl---a ]�— 1 Date of Zoning Ordinance General Plan: /� Development Agreement: Use Permit: Variance: 3=zg-C�:� Parcel Is In: Land Conservation Agreement No ❑ Yes, check use Minimum Acreage: Nitrate Action Plan No ❑ Yes Violation Area jo No ❑ Yes C Specific Plan E]No ja Yes & Chico ❑ D2N ❑ Cohasset Enterprise Zone No ❑ Yes, check use (� Floodplain ❑ No ❑ Yes Zone: to I Panel Number: Watershed Protection Zone Iff No F-1 Yes +e) Proposed Use Complies With: General Plan Zoning Proposed Use Reauires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Accessory Building Use Commercial/Industrial/Multi-Family Uses: Parking: ❑ Parking Requirements are OK as Shown ❑ Other Landscaping: ❑ Landscaping Requirements are OK as Shown ❑ Other Road and Drainage Improvements Required: ❑ No ❑ Yes Applicable Setbacks: Zoning Code Street & Highways Fire Prevention Subdivision Ma Front Side Side street e' Rear cl> Height _nvironmental Healtfi Issues• Septic Permit Review: Well Permit Review: Land Development Review: 'arcel Created by: ❑ Deeds Jff Map Permit Clearance Agriculture Affidavit Required ❑ No ❑ Yes Designated Well Site ❑ No ❑ Yes Drainage Plan (Com/Ind/Multi) ❑ No ❑ Yes Date of Creation: Deed Reference: Parcel Frontage on Publicly Maintained Road: Complies with County Standards for Deed Creation: Comments: Legal Access Provided: ❑ No ❑ Yes Legal Access Required: ❑ No ❑ Yes ❑ No ❑ Yes, Road Name: ❑ No [—]yes AUTUT-,--"),j IPAQ- Date of Recording: 8 —12- 4 Lot: _ I W :onditions That Must be Met Prior to Issuance of Permit: ❑ Verify Legal Parcel ❑ Verify Legal Access Block: Book:1 4 � . Page: 1 ) G ❑ Comply with condition no. of conditions of approval for the ❑ Obtain a Certificate of Compliance (See Planning Division for application). ❑ Provide Creation Deed ❑ Construction across property lines is not permitted (See Land Development for a Merger Application/Lot Line Adjustment). ❑ Comply with Old Subdivision Lot Ordinance (Maps Recorded Prior to Book 17 of Maps Page 23). ❑ Construct road to ❑ Meet parcel size required by zone ❑ Meet current EHD requirements. ❑ Other eneral Comments: r' -'r x�L1� Cr cow EQA &I-: NOTES - RESIDENTIAL ` PERMIT NC X047-680-016 PERMIT#00-0334 RITCHIE HOMES 1,3182,-L Winesap, Loti 16, Chico New Single Family A 6FFICE COPY Addressvl �I GAS Date Clt/ rt Meter BY ELECTRIC ate ,Meter By z e. SPECIAL CONDITIONS t_ CHECKED BY � SRA FLOOD CERTIFICATE REQ. FE SPRINKLERS REQ. ✓ SPECIAL INSPECTION ITEMS i. VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER -9\fwOFFCC C EC PY Address) [;2� GAS-----Date- meterI By ELECTRIC Meter By JOB FINALED (Date) o-2-7�� I Signature - P T i COUNTY OF BUTTE - BUILDING DIVISION t DEWARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530)'538-7541 CORRECTION NOTICE ER PERMIT NO. A routine inspection indicates that the 'e, 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. )Vjou have any questions pertaining to this matter, or need additional explanation, please cogtact this office immediately. rf 134PIrl G4/ ,l,/ )09' 1 914417 14417 X10,1 LOERKE INSULATION CO., INC. .a INSULATION CERTIFICATE Chico Number and -Street - — City - Autumn Park Lot 16 County Subdivision Loi_Num.ber DESCRIPTION OF INSTALLATION 1. ROOF Material Brand Name Thickness (inches) _ Thermal Resistance 2. CEILING 1 Batt or Blanket Type_Eibe-rg as_s_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. .659 Ib. Minimum Thickness 16.25"_____inches. Manufacturer's installed weight per square foot to achieve Thermal Resistance (R Value) R38 3. EXTERIOR WALL Material—Eiberglass-Batts Thickness (inches) 3.5" 4. RAISED FLOOR, Material—Ei)zerglass-Batts Thickness (inches)_ 5. SLAB FLOOR / PERIMETER Material Thickness Perimeter Insulation Depth (inches) — 6. FOUNDATION WALL Material Thickness (inches)_ DECLARATION Brand Name Johns M.a.nville Thermal Resistance (R -Value) R13 Brand Name Johns-Manvil.Le. Thermal Resistance (R -Value) Brand Name Thermal Resistance (R-Va Brand Name Thermal Resistance (R -Value M I hereby certify that the above insulation was installed in the building at the above location in conformance with the current Energy Efficienc Standards for residential buildings (Title'24,Part 6, California Code of Regulations) as indicated on the Certificate of compliance, where applicable. C. L.#499150 _ 6126&6- _ 2C�,i - - Q q-15 -1 J_(n Item #s Cj ature, Date Item #s Signature, Date ------ Item #s Signature, Date LOERKE INSULATION CO., INC. Installing Subcontractor(—Co—. Name) Or General Contractor (Co. Name) Or Owner Installing Subcontractor (Co. Name Or General Contractor (Co. Name) Or Owner Installing Subcontractor (Co. Name) Or General Contractor (Co. Name) Or Owner Ila NEIL O. ANDERSON & ASSOCIATES; INC. GEOTECHNICAL - ENVIRONMENTAL - GROUNDWATER - INSPECTIONS - TESTING - LABORATORY SERVICES LAS VEGAS, NV OFFICE SACRAMENTO OFFICE CORPORATE OFFICE CHICO (530) 891-6304 12A Sunset Way, Suite 104 4229 Northgate Boulevard, Suite 3 22 Houston Lane Henderson, Nevada 89014 Sacramento, California 95834 Lodi, California 95240 STOCKTON (209) 472-1091 (702) 898.9709 (916) 929.9267 (209) 367.3701 RANCHO CORDOVA (916) 631-4455 . FAX (916) 929-9269 FAX (209) 3338303 INSPECTION REPORT I JOB NO: JOB: PER #: LOCATION' �?2 2- -Z DATE: SUMMARY OF SITE OBSERVATIONS: /j WORK HOURS: TOTAL TRAVEL TIME: MILEAGE: TOTAL HOURS INSPECTOR: NEIL O. ANDERSON & ASSOCIATES, INC. GEOTECHNICAL • ENVIRONMENTAL • GROUNDWATER • INSPECTIONS • TESTING • LABORATORY SERVICES CHICO (530) 891-6304 STOCKTON (209) 472-1091 RANCHOCORDOVA (916)631-4455 August 8, 2000 Job Number 99-032 Mr. Rocko Ritchie Ritchie Homes 389-A Connors Court Chico, CA 95926 CORPORATE OFFICE 22 Houston Lane Lodi, California 95240 (209)367-3701 FAX: (209) 333-8303 SACRAMENTO OFFICE 4229 Northgate Boulevard, Suite 3 Sacramento, California 95834 (916)929-9267 FAX: (916) 929-9269 00-03s'-/ . Project: Autumn Park C 13822 Winesap (Lot 16), 13847 Winesap (Lot 19) Chico, California Permit Number 00-0334 ,�4.<.W.Fo1... wA4i.1vF_ ti:•J+36, _A!"a..^sYift 'R1A:- .'4 re .N yk"v,' .it.r`f,+.r,: '� x Y. CLAY-PRESATURATION OBSERVATION } Date # {Representative Time ` Mileage '* , 7/18/00 R. Hall 3 hours 162 miles SUMMARY OF SITE OBSERVATIONS: Expansive clays are present on subject lot. Adequate moisture penetration for expansive clay soils on subject lot (18" depth). Okay to place concrete when ready. Based on these test findings, it is our opinion that these lots meet the requirements for special foundation treatment. We, therefore, recommend that these lots be approved for construction. We have employed accepted engineering and testing procedures. However, we do not undertake the guarantee of construction nor do we relieve the contractor of his primary responsibility to produce a completed project conforming to the project plans and specifications. NEIL O. ANDERSON & ASSOCIATES, INC. Neil O. Anderson, President Geotechnical Engineer 2245 NOA:bf [99-032 presat-c.wpd) cc: Butte County Building Department V = OK , 0 = Not OK - = Not Applicable = Not Ready MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except ff's Zoning Requirements -Setbacks -Easements ' 1. Zoning Requirements -Setbacks -Easements Footings; Soils -Size -Depth -Spacing -Connectors -Steel 2. Soils; Special MH Support Sketch Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails-.+ . 3. Sewer; Location -Test -Fall -C/O -Concrete Wood Awn.; Posts- Bea ms- Rftrs.-Connectors Shthg.-Frg-Bracing 4. Water; location -Test -Easement Needed (Sketch) Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete Carports; Windows -Doors 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or / /"L"ft./ PLPG Electric 7. Well Clearance & Disconnect Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 8. Utility Clearance Siding; Nailing -Veneer -Stucco -Mesh I 10. Roof; Shthg-Roofing r 11. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except Ws 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 1. 4. Electricity; MH Test -Crossovers -Breakers -Clearances 2. 5. Drain; MH Test -Fall -Flex Connector 3. 6. Water; MH Test -Regulator -Connector 4. 7. Water and Sewer Connected -C/O to Grade -HD Approval 5. 8. Gas and Electricity Tagged 6. 9. Tie Downs -Type -Installation Cert. 7. 10. Exits; Insp.-Sketch 8. 11. Cert. of Occupancy 9. 12. Permanent Foundation Only; License Decal 10. Plumb.; Cir. Test -Water Supply Test Date Light Niche Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS ' Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except 1f'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- Bea ms- Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh I 10. Roof; Shthg-Roofing r 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 !Ys 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 4 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Pane lboards-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 t Date Card B-1 Date Card B-1 /= OK , 0 = Not OK - = Not Applicable =Not Ready RESIDENTIAL (Single & Duplex) Date JAftlerrlecr (Plans) OK except #'s VI -2. Ft in; Soils -Elea Grnd.-/ r Ftg. Depth Ft arage; Soils-Steel-Elec. Grnd.-/ r Fig. Depth Ftg., P s -kDecks; Soils -Steel-/ r Fig. Depth :pZfemwalls, Garage; Steel-Blockouts-Wrapped a 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fire I ce Ftg.-Steel W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, 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 4kUMBING (Permit) OK except #'s ter tr.; Vent -Access -Combustion Air Baffle ter Pipe; Test & Anchor -Nail Protection D. . .; Test Fittings & Anchor -Nail Protection hower Pan; Test, First Floor -Tub Access 21. Tub & Shower, Second Floor -Tub Access Gas Pipe; Sixe & Anchors Date C(! Card B-1Date Card B - Date Card B-1 Date f Card 8-1 Date ELEC ICAL (Permit) OK except #'s !pre & Transformer Clearance -Ins. Protection QA-'61_ecjIeceptacles Spacing -Lights & Switches at Doors ize @pmrs & No. of Conductors Stapled omex Inst Lose to Edge of Studs & C.J. (12_7E94p. Ground mad /Mech Fasteners -Bond Gas & Water 2 2 Appliance Circuits in Kitchen &,Cef,4uctor Size GFI ubfeed Wire Size / / ga. C or AI- Wire Size / / Cu or AI QQ-AaWg'e Circle / / r AI.Oven Circ. / / or At Insulated Neutral es ❑ No 31. Seivicq5[q .5e, Conductors 8; Ground Main nect uip. C ances Panels-Motors-Mech. Equip. othes glesret Light -Shower Light -Spa Light X_ZWKe- Detector Date - Gf/ Card B-1 Date Card B-1 Date Card B-1; Date Card B-1 Date ME ANICAL (P cent #'s i(yQ6nde to Drain & Overflow, Size & Grade 3 rnac fent Access -Comb. Air -Return Air Vent 115 outlet Tic Access & Platform if Furnace in Attic Date L Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRA ING (Permit) OK except #'s 10 r r Materials & Anchors alls uds-Nailing Spacing & Braces -Plates -Sound eWalls over Girders & Floor Nailing raft Sto Walls (rat proof) 44. to ,- Furred Ceilings -Stairs -Chasers -Tubs 45. ders & Beams -Size & Bearing Date _FRAMING (ConlinuDeM' Wr Clin oist-Rftr. TiessPurlin-Roff Brac.-Truss-Shting.-Rfng. %48 -ire ce Ties or Type A Flue -Fireplace Throat Clearance ttic cess; Size & Romex Protection -Draft Stop -Ins. Baffles dr . Windows or Exiting Doors -Sill Ht. & Dimensions 5 ar a Fire Protection Framing rop Line Firewall & Openings xt. Doors -One 3' -Check Garage 3rd Story, 2 Exits Run -Landing- Fire Protection ywo on Roof Overhang -Attic Vents -Rafter Outriggers 5 1 - aiyxg Veneer to esh-Drip Screed -Fd. Vents-Underflr. Access l B,'Glazing Area -Glass Protection -Skylights -Plastic K-,66-01YIA9. Shear )j!lIs; Nailing -Bolts 60. B e Interior/Exterior Wall Panels Date Card B-1 .14 Date Card B-1 Date '7 &Zf Card B-1 Date Card B-1 Date FINAL (Pla s) OK except #'s ceps -Door & Sidelight Protection -Landings moke Detector -15'5. Furnace ants -clearance -Comb, Air -Connector - In rage; Above Floor -Ducts -Mach. Protection Bath Fixtures & Tub Access -Spa &161'ec. Tri .& Subpanel, Breaker Sizes & Labels 69. Stat Rails 0 ireplace or Stove, Clearance -Hearth 71. Eipe.16-utiets4t Wood Panel, Int. & Ext. UizKit. F' . & Appliance; Ground -Air Gap -Cooking Clearance E3,ec._Odffets & Receptacles at Kit. Counter U-496'age Fir oor; Swing -Landing -Closure 75. A.C_215cit in Garage -Damper tr. Htr.; V t�Clearance-Comb. Air Connector-P.R.V. in a Above Floor -Mach. Protection P ., Elec..& Mech. Equip. Listed for Location 79'Elqeceptacles in Garage (F.F.I.)-Romex Protection 7 . Insulation -Foam -Looked in Attic 0.0�uard Rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under 5115or ❑ Yes 82. Followi 'Insild./Drive-a*Yes 0 No/WalkS13'1'eS ❑ No/Planters des :)No 83. S co Brown -Finish 64/A.D, Gnit Disconnect. Electrical- PIumbino learance to sect, Electrical, Plumbi G.F.I. Receptacle-Und wt House Q0_-Cqveftions from Previous Inspections 9 . Gas st-Meters Tagged, Gas -Electric ater ewer Connected -C/O to Grade -HD Approval 93. Epefgy Compliance Certificate -Other Certificates Address Posted Date 40 �. �(% Card B-1 Date Card B-1 Date Card B -f Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538- 41PERMIT o. (Rev. 12/96)' -� APPLICATION AND PERMIT -1110 APPLICATION ASSESSOR PARCEL NUMBER n47 -68n-01 6 ZONING BUILDING PERMIT OWNER RITCHIE HOMES TELEPHONE 89 3-0162 FSQ.FT.00C. BUILDING VALUATION _1�_ 143,424.00 OWNERS MAIUNG ADDRESS 389 A CONNORS M, CHICO, CA 95926 854 U 15 372.00 CONTRACTORS NAME OWNER TELEPHONE 436 COV 5,668.00 CONTRACTORS MAILING ADDRESS ' CONSTRUCTION LENDER - Fireplace LENDER'S MAILING ADDRESS Total Valuation $ � ARCHITECT OR ENGINEER LICENSE NO. Flin Fee $ 20.00 Permit Fee $ 97U. T ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDINGADDRESS ' • WINESAP, CHICO Energy Plan Checking Fee $ 46.0 $ PERMIT FEE $ 1,502.33 LOT NO. 16 1SUBDIVISIONSNAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SFX Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 4 1 7.00 98.00 Solar or heat pump water heater 23.00 Water piping 1 15.00 15.00 Each gas water heater or vent 1 15.00 15.00 TYPE OF WORK NewY& Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: �JTO BE//iASTERED xr- Gas piping system 1 - 5 outlets 15.00 15.00 Building sewer 15.00 15.00 Mobile Home S G W @20.00 PERMIT FEE $ 178.00 ELECTRICAL PERMIT Filing Feel 20.00 Main Service 200.OR LESS 0V OR LESS 23.00 23.00 LICENSED CONTRACTOR'S DECLARATION 1 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 iqL II force and effect.PO ,• j/y /� ! License Class / Lic. No. 7 / I �7 O OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service TO NEW CONST. DWELLING OCCUP. SO DWE200ALLING CCU000A .5g so OR ADONS. ( a ACC. BUDS. 3.50FT. 122 , $ I,oµq�,pT MULTI -OUTLET @7,50 WER APPARATUS a SINGLE ourL,T cw. 20 Q 1.00 Ex. Occup. OUTLET OR FIXTURES aAL_ @ .50 Ex. Occup. 0°5 ga1p.OEp 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 188.85 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 �'>�A4-c- A MECHANICAL PERMIT Filing Fee 1 20.00 Heating 15.00 0.00 Cooling Hood 6.50 Ventilation 4-50 11-50 PERMIT FEE $ � Policy Number B fe 4 o D bv.3 6!7 - CU (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. !// X �- - Date ®2 7 ��® Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 5'0"deep and demolition -or -e struction of structures over 3 stories in height. � � Mobile Home Installation Fee $ Energy Inspection Fee $ 46. 00 occ CONST. Tv �OTAL FEE $`63Y.1 14 HAZ. IMP _ O COF PARC PD HD SU This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date PERMIT EXPIRES ON Q afe Receipt No. % 1 WHITE-D.D.S.-B.D. CANARY -ASSESSOR s''_PINK-INSP OR GOL NROD-A PLICANT 112 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-754 PERMIT 0. (Rev. 12/96) Q��'Q ®� APPLICATION AND PERMIT 0)�- 'nr^J 1'V A a 13 ASSESSORPARCEL 20WNG BUILDING PERMIT OWNER /� ( T ? / n- oC '{,(1 V C /'! o •! ` J TELEPHONE SO. Fr. OCC. BUILDING VALUATION L J Cr/� q 6t� (933 )016L OWNERS q ADDRESS /' Oe,l /v -A-S \ C/f/ L� b `I� (✓ / G C CONTRACTOR'S NAME C> t." \i erg- TELEPHONE Q j J k1 CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace O LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER � 1491 LICENSE NO. Filing Fee $ 20.00 Permit Fee $ g 70 .-.Sb ARCHrTECT OR ENGINEERS MAWNG ADDRESS Plan Checking Fee $ 65-., 63 BUILDING ADDRESS C s Energy Plan Checking Fee $ - PERMIT FEE $ / j0233 LOTNO. SUBDNISIOWSNAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap /YJ7.00 ` USEOFSTRUCTURE F Duplex 0 Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 , S Each gas water heater or vent 15.00 15- sTYPE TYPEOF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: �� i3 e 1v/4Si a— ' y14 f f Gas piping system 1 - 5 outlets 15.00 Buildingsewer 15.00 / S' Mobile Home I S I G I W @20.00 PERMIT FEE 1,719 r I' ELECTRICAL PERMIT Fling Fee 20.00 800VOR LE Main Service 200A OR LESS 23.00 13 • �� `� J pThis v� Q)\ Main Service 200A TO 1000A 46.00 NEW CONST 6 DWE711N0 OCCUP. 3.5Qso Z OR ADONS..i q ( & ACC. BLDS. NEW CONS MULTI -OUTLET NON•RES1D. @7.50 FOWER APPARATUS 6 SWGLE OUTLET CIR. Ex. Occup. oUTLEr OR FDnUREs 20 O 1.00 BAL @ .SO Ex. Occup. o Ds REM.) E/l 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 23 PERMIT FEE $j MECHANICAL PERMIT Fling Fee 20.00 L r Heating2) Cooling Hood 6.50 Ventilation N -- PERMIT FEPE $ Mobile Home Installation Fee $ Energy Inspection Fee $ CONS TOTA EE $ -_ HAZ. LOO C D 6SUE permit is hereby issued under the app Icable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date PERMIT EXPIRES ON (Date) v 'vr• � . -rr" Y... .- . ... .. .:a. r'. -•. , « . •- r .. . .. ���, .- tea•, -t, - 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: /ft jC `i t e AIOel� o S ASSESSOR PARCEL NUMBER: pattl_ V> Z %0 is Proposed Building Use: .gti �rD ,d e- /b5ME13ifilding Inspector: C_ Date: 2 - /%— Z b4=> L> At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: Date Received By ❑ 1. All items have been submitted -------------------------------------------------------------------------------------- 02. Plot plans, 3/4 sets, signed by the preparer of plans. ------------------------------------------------------------ 03. Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- 04. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ ❑ 6. Energy Design Compliance and supporting documentation. ---------------------------------------------------- 07. Statement of Intent for Non -Heated and A/C Buildings.--------------------------------------------------------- ❑ 8. Hazardous Material Form. ------------------------------------------------------------------------------------------ ❑9. ManufacturedHomedata an stallation instructions including Tie Down Specifications .------------------ �. Fees of $ 7U-1 •------------------------------------------------------------------------------------ C� 1. Impact fees as shown on the attached schedule. --�yd --- ------ ------ ------------------------- ,12. California Department of Forestry plan approv f 13. Flood elevation certificate. ---------------------------------------------------------------- p r4. Sanitation and plot plan approval CHS/ 1 Health Department j ------------------- C115. City of Chico plumbing permit. ---------- ----------------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs. ---------------------- ❑ ❑7. Planning approval for (A) Use: � , (B) Parking: _. 18. Contact Land Development about d Improvements, ❑ Drainage, VLegal Parcel. ❑ 19. Encroachment Permit for driveway (construction approval prior to occupancy). --- ❑20. Pre -inspection for required Request to Building Inspector on 021. Contractor's license information. (Number, Name Style, Classification). 022. Workers' Compensation carrier and policy number. ----------------------- 023. Owner -Builder Verification (Qivenfto owner ❑, Mailed to owner 0) - -------------------------------------- Letter of signature authorization. ------------------------------------------------------------ / 25. Recorded copy of Agricultural Acknowledgment Statement.---f?ev--- --------- ------------------------ 026. Letter of intent on building use.----------------------------------------------------------------------------------- ❑27. Manufactured Home utility clearance. -------------------------- ❑28. Existing violations and/or expired permits. --------------------. ❑29. ❑433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ 1130. Other: (Date) en you issue the permit, process as follows ❑ Mail to owner, ❑Mail to contractor. Telephone 4�93 O /6 L. and hold for pickup at 6HI G c) office. ❑ Deliver with inspector. S -r2 Lx o% h. tf . 3 /31/00 Applican.4fr '•^-. Date: �•2 Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution Date: By: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ther: Date: By: 1. Index permit application for the above items numbered: lan Check List 2. Additional items required: Contractor, designer, owner, was advised of the above required data by ❑ 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 � by ❑ phone, ❑ mail, ❑ Briildin Da1PEvis{ n counter, by Date: Plans reviewed by: �j 20 Date: ,Plans approved by: Date: rj -/E,(_09 Sets of plans on hold in 0 Plan Cabinet, 0 A.P. folder/ j Note transfer by: Date: f .; E.M. USE ONLY Not Plan Attached Vz°S Floor Plan Attachede Sent to S.D. TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance 2;GC- • -f 47-680-616 Owner Locat on AP# Plan Approved for: Sewage Disposal x Water Supply: Public Private Well X Clearance for - 4welllaq. Other .4 Gd. A,,we. Hold final for: Final clearance O.K. for: - NOTE: Environmental Health Specialist Date WW ;L COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 TELEPHONE (916) 538-7541 SCHEDULE OF FEES DUE OWNER /` i re 4e A/, v,,,, { PROPOSED BUILDING USE / le— J %614- 1. 1. BUILDING PERMIT FEES 2, 9 -- Balance Due ................ $ -- Additional Fees Due ........... $ -- Additional Fees Due ........... $ -- Revised Plan Checking Fee ....... $ 2. SCHOOL DISTRICT FEES C p (paid at District Office) 3. SHERIFF FEES (paid at Building Division) Residential ........ / x $360.00 = $ ✓2 v 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. Ae5. RECREATION DISTRICT FEES (paid at District Office) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION' AND PLAN CHECK, /' $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER A.P. # DATE Z' �Q' 2.0�� RECEIPT # DATE REC 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� 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 project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 2/97) COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 TELEPHONE (916) 538-7541 OWNER r -e 4,e Yo/,, -e PROPOSED BUILDING USE SCHEDULE OF RECEIPT OF FEES, "16A- 1. BUILDING PERMIT FEES -- Balance Due ................ $ Additional Fee's Due ........... $ Additional Fees Due ........... $ Revised Plan Checking Fee ....... $ 2. SCHOOL DISTRICT FEES (paid at Distiict Office) 1 3. SHERIFF FEES (paid at Building Division) Residential ...... x $360.00 Units Commercial (sq.ft.). x $0.03 = $ Sq. Ft. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit) $ #Units Amt. 11 jr Commercial (sq.ft.) . x =$ Sq. Ft. Amt. 5. RECREATION DISTRICT FEES (paid at District Office) DATE Z•• / Q , 2 w. RECEIPT # DATE REC 6. THERMALITO DRAINAGE. DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK 0*% LQ'z)6Jr_0 . 1 /1" $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion# $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER At time�;ofpernut application, I was ,adv. ised 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. 4, APPLICANT" —=_ —DATE Pursuant to Government Code Section 66020, you are hereby notified that items 2'1'3,4,5,6,X8,9., and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned iiems 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) BUTTE COUNTY PARRS DEVELOPMENT FEE CERTIFICATION FORK CHICO AREA RECREATION AND PARR DISTRICT Assessor Parcel Number(s) 0q7 - A0 -0 1 (t, Property Owners T.(� Project Location/Address Subdivision Lot Number(s) Residential Development: (check one) New Development _Alteration/Addition _Mobilehome(s) _Non -Residential to Residential Total Number of Dwelling Unitst ©/(% fl Comment: 174, W �' ��, 20.00 Building Depa tment Repres ative Date �ryr�r�r�rxx�r�t�r�r�t�c�r�rx�r�r�c�rx�r�r*war*x�rvr�r�r�rrr�c,r,��rrr�r�r�r��rw�r�c�r�r�r�r�r�r,�,�rr�r�r*�r�t�r�t�r�c�r�r�r�r�r,��r*�r Chico Area Recreation and Park District(CARD) certifies that (Applicant Name) (Street Address) City (State) A%irMAW IS 19TOTIMM k, .- (Zip Code) has complied with the requirements of Butte Co. Resolution No. 90-140 by payment for i dwelling units @ $1,189 for total payment of $ Sid u.nnQ, 5', a - CARD Representative Date PAID BY CHECK NO. �S BANK NO. 010 -4 DQZ PAID BY CASH RECEIPT NO. REMARKS: Distribution: White --Applicant Pink --CARD park.fee (form revised 11/90) Yellow --Butte Co. Building Dept. Goldenrod --City of Chico Building Dept. OU0.5; 00 11:22AN 00109444 CHEC}( $1189.00 • •':► BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) School District Q/( l Q aht� f I P L {�� (/ t Building Department No. A.P. Number CC -00 — 19/(l/' Jurisdiction: City County Property Owner Property LocatioNAddress Subdivision �a /�42:e4 , y Lot No. Residential Development Commercial/Industrial Building Department .................................................................................................................... Sq. Footage Addition/ *Supplemental to (Group R) Conversion Permit # 1, *(No foundation inspection); .............................................. .......................................................... () Sq' Footage Irioor rians reviewweea oy acnooi uistnct rersonneu District Identification No. v Csy%--) School District certifies that (Including Exterior Roofed Areas) Date r (Applicant) (Street Address) (Phone Number) 9SF!2- (City) has complied with the requirements of Resolution No. representing square feet. acnooi uistnct mepresentative Paid by Check # Remarks: - (State) ►Zip Code) by payment of $ JAB 2926 S FULL MITIGATION $ Date Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, incompliance, with Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school. disfridt s -'schools. White (applicant), Yellow (building department), Pink (school district) I — - I feeform.xls 00/981dmm Owner: • - P, � +a, 1:4 C' R O. i RESIDENTIAL PLAN REVIEW GUIDE SINGLE FAMILY, DUPLEXAND MISCELLANEOUS ONLY Building Permit Number: o© 0 -3.3 V Plans Examiner: 01/0 A. P. Number: 04-7 —(0 go — D ( F#1 GENERAL: Zoning requirements = (number of permitted living units). Building permit valuation. `-� 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. ' 7. S �0 4. Grading, fills and/or drainage. .e�e{1�671 g� Flood hazard. 6wcC e, l lrn-� ��� LD/�ICtd CO S�� Special conditions on Parcel Map (Noise, SRA, Fire Sprinklers, Water Tender, Traffic and Drainage �A Land fees). 'Dev. 7. FAU & FAS road setback. Clue 8. Building or utilities across lot lines (record form). FLOOR PLAN: Plans and specifications drawn to scale with dimensions and of sufficient clarity (Uniform Building Code section 106.3.3). 10% of natural light and 5% of ventilation (Uniform Building Code section 1203). �3 Egress windows (Uniform Building Code section 310.4). 4. Skylights (Uniform Building Code section 2409 & 2603.7). 5. Glazing in Hazardous locations (Uniform Building Code section 2406). 6. Required room sizes and ceiling heights (Uniform Building Code section 310.6):1 7. GFCI in baths; garage, kitchen, wet bar, and exterior receptacles (NEC 210)' 8. Prohibited locations of gas water heaters (Uniform Plumbing Code 509& 1213.5). 9. Prohibited locations of gas heating equipment (Uniform Mechanical Code 304.5). 10. Garage firewall separation - r4quired on garage side including supporting walls and posts (Uniform Building Code section 302.4 ekception #3). 11. Wood stove location - Alcove clearance (UMC section 205 confined space & 223 unconfined space). 12. Smoke detectors (Uniform Building Code section 310.9.1). 13. Water closet clearances (Uniform Plumbing Code 408.5). 14. Shower compartment minimum 1024 sq. in. & 30" circle (Uniform Plumbing Code 412.7). Page 1 of 2 DRAFT COPY STRUCTURAL DETAILS: 1. Conventional construction — Unusually shaped buildings (Uniform Building Code section 2320.5.4). 2. Standard"bracing or engineered design (Uniform Building Code seLtion 2320.11.3). 3. Clerestory requiring balloon framing and/or engineering. 4. Three story building requiring engineered calculations and plans. Foundation plan complete enough to construct building. �� t.D aYpCTZJV 6. Floor construction details complete enough to construct building. 7. Elevations and wall construction details complete enough to construct building. ((r)Roof construction details complete enough to construct building. Rafter ties or bearing ridge beam. 10. Fireplace construction details and calculations if necessary. 11. Garage door header size(s). 12. Porch header size(s). 13. Stud heights. 14. Expansive soil — special foundation design required. 15. Retaining walls requiring design. 16. Special Inspection requirements. 17. Header sizes. 18. Gypsum wallboard nailing inspection required. MISCELLANEOUS ITEMS: 1. Stairway details — landings, rise and run, head clearance, handrails (Uniform Building Code section 1006). Guardrails (Uniform Building Code section 509). Brick or stone veneer (Uniform Building Code section 1403). 1Exterior plaster — weep screeds (Uniform Building Code section 2506.5). Roof pitch for roof covering (Uniform Building Code Table 15-B-1& 2, 15-D-1 & 2). 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). 0. Underfloor access and ventilation (Uniform Building Code section 2306.3 & 2306.7). 1. Attic access and ventilation (Uniform Building Code section 1505). 2*. Combustion air for fiiel,burning appliances — LPG requirements. 3. Sound requirements. ,47 Energy design compliance and Supporting documentation. 6. Flashing at all exterior openings. ' CDF responsible area requirements. Building Permit requirements: 17.1. SRA. 17.2. Flood elevation certificate. 17.3. Fire Sprinklers required. 17.4. Special Inspection requirements. 17.5. Use Permit conditions. 17.6. Sub -Standard Housing letter. 0 Page 2 of 2 0 k� March 20, 2000 • • .-Departm- ent-of-Development-Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Ritchie Construction 389 A Conners Ct. Ztyt� Chico, CA 95926 Parcel Number: 047-680-016 Building Permit Number:00-0334 The above referenced building plans were reviewed by this office. Please respond in writing to each comment by creating a response letter. Indicate which detail, specification, or calculation shows.the requested information. Your complete and clear response will expiate the re -check and approval of this project. Provide additional information and/or make revisions to plans, specifications and calculations as follows: - Enclosed are your park and school fee forms. Please- pay any required fees at the district offices and return yellow copy to the building department. ' Your plans are in line up for structural review..Our engineer will contact you when this review is complete.yer�_h, �/�`P Gable end tr ss for front of hous; at bedroom popout is n t provided in the truss package. As s is not re a just eat of another truss used as a gable end truss, you will need to provide truss J P for this location showing a 14 foot span. Flood elevation certificate submitted differs significantly from the flood elevation shown on your parcel map. In this case, parcel map shows- flood elevation of 187.5 to 188. Please revise flood elevation certificate. (e, .Ga -6nclo&ed 5. You must put all requirements of the soils report directly on the�nA')le a identify who you will be using as a special inspector on this job [please see special inspection form]. Foundation plans submitted currently. do not specify any requirements of the soils report. I ,9. Architect of record is the re -review the truss package and the plans. Provide a letter that he has reviewed and approved the trusses. GREGORY Al PEITZ ARCHITECT 1907 MANGROVE, SUITE "E", CHICO CA 95926 (916) 894-5719 PROJECT: G ,� I have reviewed the truss submittal for the above project and all loading design criteria have been met. APgory . Peitz Architect GREGORY A. PEITZ ARCHITECT 383 RIO UNDO AVE., CHICO CA 95926 (530) 894-5719 A c'� ` �v_ j 1-97 I- f C 44 r -L C. t . March 20, 2000 Ritchie Construction 389 A Conners Ct. Chico, CA 95926 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Parcel Number: 047-680-016 Building Permit Number:00-0334 The above referenced building plans were reviewed by this office. Please respond in writing to each comment by creating a response letter. Indicate which detail, specification, or calculation shows the requested information. Your complete and clear response will expiate the re -check and approval of this project. Provide additional information and/or make revisions to plans, specifications and calculations as follows: 1. Enclosed are your park and school fee forms. Please pay any required fees at the district offices and return yellow copy to the building department. 2. Your plans are in line up for structural review. Our engineer will contact you when this review is complete. 3. Gable end truss for front of house at bedroom popout is not provided in the truss package. As this is not just a repeat of another truss used as a gable end truss, you will need to provide truss for this location showing a 14 foot span. 4. Flood elevation certificate submitted differs significantly from the flood elevation shown on your parcel map. In this case, parcel map shows flood elevation of 187.5 to 188. Please revise flood elevation certificate. 5. You must put all requirements of the soils report directly on the plot plans. Please identify who you will be using as a special inspector on this job [please see enclosed special inspection form]. Foundation plans submitted currently do not specify any requirements of the soils report. 9. 'Architect of record is the re -review the truss package and the plans. Provide a letter that he has reviewed and approved the trusses. Plan check will continue upon receipt of all of the above items. Oditional items may be requited when your plan check is resumed. If you wish to discuss any requirements, you may contact me at (530) 538-7541 between 1:00 P.M. and 4:00 P.M., Monday through Fridays. Sincerely, Martha Whitney Plans Examiner cc: Greg Pietz R' N IF --\%r' -N '- - t I L BUTTE CO. F�..�E ►- .'T• CALIF. DEPT-. -3TRY approvbl:l as s abf-,I'r ed conditons 9-` pi r a-3 hr'(I c �acjt - — Date (++) v46l-t- O O -4, Sat �T Hct)!:, I✓ w/ (4) f'�L'-bRo►oM s c-�rLccjorzY - r L-,ITZ A P -c- H i 1 r=r,-i' Fio LiHno, cHIco,CA e>-1 S-7 I r SEPTIC "-'(STEM P M FK IbUTTL Go, H FILTH 06ff. s.. IP,=EFELNLT IMIQLUDING MENTS. �.S EpSE BE CLEAR 0 O LgERHAi% SHALL A SET Br C;< C' '2 Fl" F" OCJ► THE SIDE AND T. RE,%R :?nOpERTY Lti!ES AND W i n- e s a }� G T E P,OnD CENTERLINE SHALL BE 1 S� Fi. FPC;<� CLEAR OF S' FSUCTURESA G EQU;PMEN!T EXCEPT r-RHFOR A 2- F f- EAVE OV - TE F owl 1 vl t I� - LO T i fi ILUINGV. AU TU mi -4 jzl -TcH I UIL I F. ,•. 4 CDF FIRE SAFE REQUIREMENTS D© , a 33 #nv� AP# PERMIT # NAME Under.authority of PRC.4290, the following checked items are required by the Butte County Fire Department and are made a part of this permit. These requirements 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. Ck 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 [ 1273.02 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 40,000 pounds. [� 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 Turnarounds. If required, will have a minimum turning radius of 40 feet from the center of the road. [�} 1273.05 Turnouts. Shall be a minimum of 10 feet wide and 30 I 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 of -1. '08 72_-� is:- APII # PERMIT # NAME 1273.10 Turnouts. Driveways exceeding 150 feet in length, but less than 800 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 apart. [� 1273.10 Turnaround. A turnaround shall be provided at all building sites 'on driveways over 300 feet -in length and shall be within 50 feet of the.building. 1273.11 Gates [�] 1. 'Gate entrances shall be at least two feet wider than the roadway it serves. [ 2. The gates must be located at least 30 feet from the roadway and shall open to allow a vehicle to stop without obstructing traffic on that roadway. [ ] 3. Where a one-way road with a single traffic lane provides entrance,.a 50 foot turning radius shall be used. Fuel Modification 1276.01 Setback for Structure Defensible Space. [� 1. All parcels 1 acre. azzd larger shall provide a mini- mum .30 foot setback for buildings and accessory buildings from 411 property lines and/or the center of the- road . M 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 f' -ial . inspection of a building permit. Page 2 of 3 ?,G P-/6 AP # jD�d33� PERMIT # Other Requirements [ ] 'If Buildina Setback is 15 to 30 Feet: - Class A or B roof- - Enclosed eaves �—S A� AME if Building Setback is Less Than 15 Feet Choose any 3 of the following: - Metal or no doors.on_side toward property line with insuffi- cient setback - Class A or B roof with enclosed eaves - Interior automatic sprinkler system per NFPA 13D - Glass area not to exceed 10% of wall area toward property line with insufficient setback - Siding from the following list: Stucco - 3 coat Hardi-Board or Plank Masonry Masonry veneer Metal Other Butte County Fire Department approved materials Date Signature Page 3 of 3 04/03/00 00:32 Lull , an - v -v -- ,r, vv .,,v .. *$30 Sol 3090 GILBERT ENG. +1-&„BTCSIE � _0002/003 ELEVATION CEFMFiCATE O.M.S. NO. 3WY.00r FEDERAL EMERGENCY MANAGEMENT AGENCY Expir"JJr 31.NATIONAL Itro9 ATTENTION: Use *(this 6mrolcats does swavide a waiver FLOOD �� ePRvG RAM vile 0"Iion (nhomation neoeawy pp ensure "Milan" vrl4t P nquireawl, This form b two the proper insurance prenyum rate. and/or to su n a (6f 4 ate al Ma Y'�' " �t_?meru ordnance, go t�o�N .regvlrsd to ns re0uest for a Lateral Map Amendment a Revision (LOMA Or P� to this ea llecoon of intormstton unless a vsIW OMS control number is i • �Dtt an no tneMcdona for oorn *tin this 161'M am be found on th�tlowin the upper right oORt#rol thisbrm Pl A 9 pages. 39010111 A PROPERTY IN(sDRMAnON autawo6*0WWF Pon WU^"W ao"04W U64 FOULYmumm sntatr AoolttM ftnoklel,q pla 92 Aj pb �. &M ender aide. Nva t>Ft P.O. MM rasp seat NtAte6r1 oor�,lurr nay �� OrKm oEmwncw (to aro +rvrooa. See l CIT1� $ ` G ce STATE RU caoa e vs $f>ECTtO]�19 FLOOD INSURANCE grit MAP (Fimm) INFORMATION . Provide the following from the proper FIRM (See tnetrutxtons): I, MIMMUN" (eJWRIll >t wllg W"Iti1 i. su"rx 4. ma ltv t<tpAk tr�a:t S. FIRM 1t ME 6. th � tans, kei�d�pe1� Otb 40 17 03i X 7. Indicate the elevation datum• Watem used on the FIRM for Base p1oQd EJC. Ions (BFE): *13vo .26 C other (deaanbe On back) 4. For Zones A or V, whore no 8F1 Is provided on the FIRM, and the oommunitp has astablishoo a BF8 for this bund me also, btdfcate the communhy's Spa: LL-LJ-.U.(,,,J feet NOVO (or other FIRM datunl-eee gectlon B. Item 7). $111 ION C SUILDiNd ELEVATION INFORMATION I . Utlnp the filanratfpn Gtt+>1t*te_fmtlruedona, irdiCsI the diagram number from the dtaprams found on Papas S and a that best deoortbee the sub)iot buildinflo reference level M . 2(a). FIRMZona AI -A30. At AM, and A (with 8FE). The top of the fefervnes level ROW from the selected diagram is a' of (( lel, ( ) fee NOVO (or other FIRM datum-$$$ Section 8, .Itsm 7). an elevation (b). FIRM Zones Vt•V30. VE, rind V"OFE)• The bottom of the lowest horizontal structural member of the reference level from the aeieoted diagram, is al art elevation of L-LLLLJ.LJ het Novo (0r other FiRM daturowaee Section 8, Item 7). (c). FIRM ZOne A (wlthout 81118). The floor used as the reference lever Irom the selected diagram is U -J , LJ feet above L-3 or below LJ (Check One) the highest grade adjacent to the building. (d). FIRM Zone AO. The Ooor used 68 the nlference level front the selected diagram is LL1. U feet above ❑ oe batow C] (check ane) the highest grade 1460ont to the building. It no flood depth number io available. is the building's lowest 9or1ro(erertCe ...... level) elevated in accordonce with the evmmunl ...tY'a : _ovdplaln. rtlantiger7tenl adinarze? C -ths M No 0-.Untkncwn 3. Indicate the elevation trgWff iyilein -used in determining the above reference Igve1 el#vations; 1XN0V0.29 Q Other (descrbe under Comments on Page 2). (W M; Id the elevatton datum" used In ntsescrrrnp the e4vaN&1s 1$ WA`ertrnt than that used on (he FIRM Ase Section 9. Item 71, then convrirf the elevations 10 the cWum SYStern Used on the FIRM andshow the eonvert/on 60011&1 udder Comments on Pape ?.) 4. Elevation reference mark used appears on FIRM; vel Yes ❑ No (See Instructions on page 4) 5. The reference level elevation Is based on: ED actual eonstrmlon W construction drawings C'� ? C, C% (NQTE: Ulf Of GOnSfrtr&8pn drawdnga Is any valid II the building Vats not At have the rt!lerence floor In Place. in which case this c"n"(0 wlil only be valid Or the 604fing during ins course Of contitrtrQttol. A Ao>!t conStlucrion Elerarion CetilRcare w111 be required Ono# constn„ctlon is complete.) 6. The elevation of the lowest grade,. Immediately adjacent to the building is: I 111 .I• , feet Novo (or *,her FIRM dafum•soo Section 9, Item 7). r- .. SECTION D COMMUNITY INFORMATION Y. It the Community official responsible for verifying building elevatfona specifies t, 16 not the lowest floor` as deiined In the community's floodplain management -o that the ! evation of the bu idSng g "ldwest floor" all defined by the ordIA&nce is. I i�. I_;.J.LJ feet NQvD (Or of If FIRM datum -see Section I. Item 2. Oats of the atan Of cOnatruellon or substantial Irr%provesment to D 1 l FEMA Form ft 1.3 1. MAA 97 1104ACES ALL PREVIOUS EAlt10NS SFE REWR56 SIDE FOR CQrrpNUA?jON -. SECTION E CERTIFICATION This certificatlon Is to be signed by a land surveyor, engineer, or aichitect who is authorized by state or local law to certify elevation information when the elevation information for Zones Al -A30, AE, AH, A (with BFE),V1-V30,VE, and V (with $FE) is required. Community officials who are authorized by local law or ordinance to provide floodplain management information, may also sign the cerlificatlAn, In the case of.xones AO and A (without a FEMA or community issued BFE), a building official, a property owner, or an Owner'$ ripresentative may also sign the certification. Reference level diagrams 8, 7 and 8 • Distinguishing Features -11 the certifier is unable to certify to break8way/h0A-breakaWAy,aaatl, enclosure size, location of servicing equipment, area use, wall openings, dr unfinished aiea Feature(s), then list the Features) not included In the certification under Comments below, The diagram number, Section C, Item 1., must still be entered. I csrtily that the information. in Sections 8 and C on this certificate represents my best efforts to interpret the data available. , /understand that any false statement may be punishable by fin@ or bnpriWmept under -.r8 U.S.:Cade, 5w6n 100x.- - CeATIFIERS NAME LICENSE NUMBER (or Am: Seal) Was I-Esp —61 TITLE COMPANY NAME PA N QJ4-L,/ 4- - A /At C, ADDRESS CITY STATE, , ZIPS 47 ACAJ L149 SIaNATuaE / TE PHONE Copies should be ma?e of this Cehiflcatt3 for: 1) community official, 2) Insurande agent/company, and 3) building owner. COMMENTS; 1?fa t Lb,6! C CDN S T GT'/Q 1V NNS &07' �qL / rt F- /NIS_N /J38, Pt;- APPAay6D 1)VPRDUi NFN7- PI-Ales ow--- SLAW A .v ZONES ZONES WITH BASEMENT 3 E. -- -- 8TKcrvtt~ ...�� ON PILES, PIERS, OR COLUMNS A v ZONES ZONES FL000 ELEVATION The diagrams above illustrate the points at which the elevations should be measured _in.AZones and V Zones. ' Elevations for all A Zone53hoUld'be'measure-d at the top of the reference level floor,* Elevations for all V Zones shootd be measured at the boltom'of the lowest horizontal structural member. 1'Z. 7y �5 A -01? APPROVED LO -T ....�.� Butte CO"ffqy ~ oa ,SEPTIC te,re I I I bUTTE co. L- _j H F_ALTH 06ff. O 44 �o ffo SEQ �. �6J T F �p(� �- . W/ (4) I'✓� 12.go til s 4 0 0 i;t A 1. I`to-o' G t... 1N t4 KzIII ,o i E,' ... onrrental Health FEB 1 6 2000 Chico, CA G-rrZcrjolz.Y - r rnI -T.z AP-cHIT&,-"r � Itio LIHW, C41W- , CPQ el S77 I'l DoT AU TU M+-� IOA tz.Ie-- SU �plvlsl Oil . �rwAse i p Te -H I •I oM ES , G i �� OkL I F. LOT dF TI LOTS S CERTIFICATE.OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R Project Title.......... 2656 Plan - Ritchie Date..02/15/00 10:27:•03 Project Address........ MASTER PLAN ******* Chico *v5.10*• Documentation Author... Marty Runnells ******* Energy Calculation Services 1907 Mangrove Avenue, Suite E Chico, CA 95926 530-894-8466 Cl'mate Zone 11 OD -033 Bu i Pw. rT�it P a C ec t T Date Field Check/ Date Compliance Method...... MICROPAS5 v5.10 for 1998 Standards by Enercomp, Inc. MICROPAS5 v5.10 File -00032S Wth-CTZ11S92 Program -FORM CF -1R User#-MP1333 User -Energy I Calculation Servic Run -2656 SF Master Plan GENERAL INFORMATION Conditioned Floor Area..... Building Type .............. Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Stories.......... Floor Construction Type.... Glazing Percentage......... Average Glazing U -value.... Average Glazing SHGC....... Average Ceiling Height..... 2656 sf Single Family Detached New Cardinal - N,E,S,W 1 1 Slab On Grade 17.7 % of floor area 0.56 Btu/hr-sf-F 0.65 9.5 ft BUILDING SHELL INSULATION Component Frame Cavity Sheathing Total Assembly Type Type R -value R -value R -value U -value Location/Comments Wall Wood R-13 R-4 R-17 0.063 Door n/a R-0 R-n/a R-0 0.330 Wall n/a R-13 R-n/a R-13 0.088 Roof n/a R-30 R-n/a R-30 0.031 S1abEdge n/a R-0 R-n/a F2=0.760 SlabEdge n/a R-0 R-n/a F2=0.500 FENESTRATION PLAN -FRONT FRONT -LEFT FRONT -RIGHT, LEFT BACK, BACK -LEFT BACK -RIGHT, RIGHT ENTRY, TO GARAGE KNEE WALL, TO GARAGE TO ATTIC, VAULTED TO EXTERIOR TO EXTERIOR Over - Exterior hang/ Shading Fins Standard Yes Standard Area U- Yes Interior Orientation Standard (sf) Value SHGC Shading Window Right (NW) 10.0 0.570 0.650 Standard Window Front (N) "49.0 0.520 0.670 Standard Window Front (NE) 10.0 0.570 0.650 Standard Door Front (N) 11,0 0.550 0.650 Standard Window Front (N) 50.0 0.570 0.650 Standard Window Left (E) 12.0 0.570 0.650 Standard Window Left (E) 16.0 0.520 0.670 Standard Door Left (E) 21.4 0.550 0.650 Standard Window Left (SE) 15.0 0.570 0.650 Standard Window Back (S) 15.0 0.520 0.670 Standard PLAN -FRONT FRONT -LEFT FRONT -RIGHT, LEFT BACK, BACK -LEFT BACK -RIGHT, RIGHT ENTRY, TO GARAGE KNEE WALL, TO GARAGE TO ATTIC, VAULTED TO EXTERIOR TO EXTERIOR Over - Exterior hang/ Shading Fins Standard Yes Standard Yes Standard Yes Standard Yes Standard None Standard None Standard None V�, Y � M a� Yes andard None g t�a� oda, � PAR1VEC'`None LL i V Y ADPROVED CERTIFICATE•OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R Project Title.......... 2656 Plan - Ritchie Date..02/15/00 10:27:03 MICROPAS5 v5.10 File -00032S Wth-CTZ11S92 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Servic Run -2656 SF Master Plan Orientation None Area (sf) Window Back (SW) 15.0 Door Back (S) 41.4 Window Back (S) 160.0 Window Left (SE) _15.0 Window Back (S) 15.0 Window Back (SW) 15.0 Equipment Type Gas ACSplit U_ Value 0.570 0'550 0.570 0.570 0:520 0.570 FENESTRATION Interior SHGC Shading 0.650 Standard 0.650 Standard 0.650—Standard 0.650 Standard 0.670 Standard 0.650 Standard SLAB SURFACES Area Slab Type (sf) Standard Slab 2656 HVAC SYSTEMS Over - Exterior hang/ Shading Fins Standard None Standard Yes Standard Yes ' Standard Yes Standard Yes Standard Yes Minimum Duct Duct Tested Duct ACCA Thermostat Efficiency Location R -value Leakage Manual D Type 0.800 AFUE Attic R-4.2 No No Setback 10.00 SEER Attic R-4.2 No No Setback WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value Storage Gas. Standard 1 .6 50 R- n/a SPECIAL FEATURES AND MODELING ASSUMPTIONS *** Items in this section should be documented on the plans, *** *** installed to manufacturer and CEC specifications, and *** *** verified during plan check and field inspection. *** This is a multiple orientation building with no orientation restrictions. This printout is for the front facing North. REMARKS x111 E LAAA4 i i 141LOIN3 ©EPAR` VEN. CERTIFICATE.OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R Project Title.......... 2656 Plan - Ritchie Date..02/15/00 10:27:03 MICROPAS5 v5.10 File -00032S Wth-CTZ11S92 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Servic Run -2656 SF Master Plan .COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title -24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. 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 Modeling Assumptions_section. i _ • DESIGNER or OWNER DOCUMENTATION AUTHOR Name.... Gregory A. Peitz Company. Architect Address. 383 Rio Lindo Chico, CA 95926 Phone... 530.894.5719 License. . Si ned.i of g (da t e - ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed. ate Name.... Marty Runnells Company. Energy Calculation Services Address. 1907 Mangrove Avenue, Suite E Chico, CA 95926 Phone... 530-894-8466 Signed.. Z$�LY� a ter'" MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 1 MF -1R Project Title.......... 2656 Plan - Ritchie Date..02/15/00 10:27:03 Project Address........ MASTER PLAN **** ** Chico *v5.10* Documentation Author... Marty Runnells *****.** Building Permit Energy Calculation Services 1907 Mangrove Avenue, Suite E Plan Check Date Chico, CA 95926 530-894-8466 Field Check/ Date Climate Zone........... 11 Compliance Method...... MICROPAS5 v5.10 for 1998 Standards by Enercomp, Inc. MICROPAS5 v5.10 File -00032S Wth-CTZ11S92 Program -FORM MF -1R User#-MP1333 User -Energy Calculation Servic Run -2656 SF Master Plan Note: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) 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 minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES Design- Enforce- ' er ment *150(a): Minimum R-19 ceiling insulation. ✓ 150(b): Loose fill insulation manufacturer's labeled R -Value. *150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U -value in metal frame walls (does not apply to exterior mass walls). *150(d): Minimum R-13 raised floor insulation in framed floors. WA 150(1): Slab edge insulation - water absorption rate no greater than 0.30, water vapor transmission rate no greater than 2.0 perm/inch. 0 118: Insulation specified or installed meets CEC 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. Fenestration products (except field fabricated) have label with certified U -value, certified solar heat gain coefficient, and infiltration certification. 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. ✓ 150(8): Vapor barriers mandatory in Climate Zones 14 and 16 only. WA 150(f): Special infiltration barrier installed to comply with Sec. 151 meets Commission quality standards. N A 150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control _ 2. No continuous burning gas pilots allowed. T TE MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 2 MF -1R Project Title............ 2656 Plan - Ritchie Date..02/15/00 10:27:03 MICROPAS5 v5.10 File -00032S Wth-CTZ11S92 Program -FORM MF -1R User#-MP1333 User -Energy Calculation Servic Run -2656 SF Master Plan SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES Design- Enforce- er ment 110-113: HVAC equipment, water heaters, showerheads and faucets certified by the Commission., 150(h) Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACOA. 150(i) Setback thermostat on all applicable heating and/or cooling systems. I ✓ 150(j): Pipe and Tank insulation 1. Storage gas water heaters rated with an Energy Factor of less than 0.58 must be externally wrapped with insulation having an installed thermal resistance of R-12 or greater. 2. First 5 feet of pipes closest to water heater tank, non - recirculating systems, insulated (R-4 or greater). 3. Back-up tanks for solar systems, unfired storage tanks, or other indirect hot water tanks have R-12 external insulation or R-16 combined internal/external insulation. 4. All buried or exposed piping insulated in recirculating sections of hot water system. 3. Cooling system piping below 55 degrees insulated. �. Piping insulated between heating source and indirect hot water tank. *150(m): Ducts and Fans i. All ducts and plenums constructed, installed, in- sulated, fastened, and sealed to comply with the ICBO 1997 UMC sections 601 and 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, UL181A, or UL181B and other applicable specified tests for longevity given in Sec. 150(m). 2. Exhaust fan systems have backdraft or automatic dampers. 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. 114: Pool and Spa Heating Systems and Equipment 1. System is certified with 78o thermal efficiency, on-off switch, weatherproof operating instructions, no electric resistance heating and no pilot light. 2. System is installed with: a. At least 36 inches of pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spas. 3. Pool system has directional inlets and a circulation pump time switch. N 4 115: Gas-fired central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously burning ilot I ht (Exce tion Non -electrical cookin a Iances with pilot < 150 Btu/hr). g PP MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 3 MF -1R Project Title.......... 2656 Plan - Ritchie Date..02/15/.00 10:27.:03 MICROPAS5 v5.10 File -00032S Wth-CTZ11S92 Program -FORM MF -1R User#-MP1333 User -Energy Calculation Servic Run -2656 SF Master Plan LIGHTING MEASURES Design- Enforce- er ment 150(k)l: Luminaires for general lighting in kitchens shall have lamps with an efficacy;of 40 lumens/watt 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. 150(k)2: Rooms with a_shower or bathtub must either have at least one luminaire with lamps with -an efficacy oft 40 lumens/watt or greater switched at the entrance to the room or one of the alternatives to this requirement allowed in Sec. 150(k)2.; and recessed ceiling fixtures are IC (insulation cover) approved. ' i ( U COMPUTER METHOD SUMMARY Page 1 C -2R Project Title.......... 2656 Plan - Ritchie Date..02/15/00 10:27:03 ******* Project Address........ MASTER PLAN Chico *v5.10* Documentation Author... Marty Runnells ******* Building Permit Energy Calculation Services 1907 Mangrove Avenue, Suite E Plan Check Date Chico, CA 95926 530-894-8466 Field Check/ Date Climate Zone........... 11 - Compliance Method...... MICROPAS5 v5.10 for 1998 Standards by Enercomp, Inc. MICROPAS5 v5.10 File -00032S Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -2656 SF Master Plan GENERAL INFORMATION Conditioned Floor Area..... Building Type .............. Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Building Stories. Weather Data Type.......... Floor Construction Type.... Number of Building Zones... 2656 sf Single Family Detached New Cardinal - N,E,S,W 1 1 ReducedYear Slab On Grade 1COUai DEPAR f n1v - MICROPAS5 ENERGY USE SUMMARY Energy Use Standard Proposed Compliance (kBtu/sf-yr) Design Design Margin Space Heating.......... 19.67 17.91 1.76 Space Cooling.......... 13.28 11.16 2.12 Water Heating.......... 10.73 9.45 1.28 North Total 43.68 38.52 5.16 Space Heating........... 19.67 18.84 0.83 Space Cooling.......... 13.28 15.21 -1.93 Water Heating.......... 10.73 9.45 1.28 East Total 43.68 43.50 0.18 Space Heating.......... 19.67 19.99 -0.32 Space Cooling.......... 13.28 .11.24 2.04 Water Heating.......... 10.73 9.45 1.28 South Total 43.68 40.68 3.00 Space Heating.......... 19.67 19.61 0.06 Space Cooling.......... 13.28 12.84 0.44 Water Heating.......... 10.73 9.45 1.28 West Total 43.68 41.90 1.78 *** Building complies with Computer Performance *** GENERAL INFORMATION Conditioned Floor Area..... Building Type .............. Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Building Stories. Weather Data Type.......... Floor Construction Type.... Number of Building Zones... 2656 sf Single Family Detached New Cardinal - N,E,S,W 1 1 ReducedYear Slab On Grade 1COUai DEPAR f n1v COMPUTER METHOD SUMMARY Page 2 C -2R Project Title.......... 2656 Plan - Ritchie Date..02/15/00 10:27:03 MICROPAS5 v5.10 File -00032S Wth-CTZ11S92 Program -FORM C72R User#-MP1333 User -Energy Calculation Servic Run -2656 SF Master Plan Conditioned Volume......... 25285 cf Slab -On -Grade Area......... 2656 sf Glazing Percentage......... 17.7 % of floor area Average Glazing U -value.... 0.56 Btu/hr-sf-F - Average Glazing SHGC....... 0.65' - Average Ceiling Height..... 9.5 ft BUILDING ZONE INFORMATION Floor # of -- Vent Vent:`' 'Air Area Volume Dwell Cond- Thermostat; Height Area._', Leakage Zone Type (sf) -(cf) Units itioned Type. '(ft) (sf)• Credit HOUSE Residence 2656 25285 1.00 Yes Setback 2.0 Standard No OPAQUE SURFACES Area U- Insul Act Solar Form 3 Location/ Surface (sf) value R-val Azm Tilt Gains Reference Comments HOUSE 1 Wall 384 0.063 17 0 90 Yes WALL.R13.R4 PLAN FRONT 2 Door 13 0.330 0 0 90 Yes None ENTRY 3 Wall 17 0.063 17 31S 90 Yes WALL.R13.R4 FRONT -LEFT 4 Wall 17 0.063 17 4S 90 Yes WALL.R13.R4 FRONT -RIGHT' 5 Wall 46 0.088 13 0 90 Yes None KNEE WALL 6 Wall 216 0.088 13 0 90 No None TO GARAGE 7 Door 18 0.330 0 0 90 No None TO GARAGE 8 Wall 464 0.063 17 90 90 Yes WALL.R13.R4 LEFT 9 Wall 66 0.088 13 90 90 Yes None KNEE WALL 10 Wall 609 0.063 17 180 90 Yes WALL.R13.R4 BACK 11 Wall 33 0.063 17 13S 90 Yes WALL.R13.R4 BACK -LEFT 12 Wall 33 0.063 17 22S 90 Yes WALL.R13.R4 BACK -RIGHT 13 Wall 221 0.063 17 270 90 Yes WALL.R13.R4 RIGHT 14 Wall 302 0.088 13 270 90 No None TO GARAGE 1S Wall 66 0.088 13 270 90 Yes None KNEE WALL 16 Roof 2400 0.031 30 n/a 0 Yes None TO ATTIC 17 Roof 266 0.031 30 0 14 Yes None VAULTEQ_....... PERIMETER LOSSES Length F2 Insul Solar Surface (ft) Factor R-val Gains Location/Comments HOUSE 18 S1abEdge 230 0.760 R-0 No TO EXTERIOR 19 SlabEdge 61 0.500 R-0 No TO EXTERIOR COMPUTER METHOD SUMMARY Page 3 C -2R Project Title.......... 2656 Plan -. Rit.chie Date..02/15/00 10:27:03 MICROPAS5 v5.10 File -000325 Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -2656 SF Master Plan FENESTRATION SURFACES HOUSE 1 Window 10.0 2 Area U- 1 Act 3 Exterior Shade Interior Shade Orientation n/a n/a (sf) Value SHGC Azm Tilt Type/SHGC Type/SHGC HOUSE n/a n/a n/a n/a n/a n/a n/a n/a 3 1 Window Right (NW) 10.0 0.570 0.650 315 90 Standard/0.76 Standard/0.68 2 Window Front (N) 25.0 0.520 0.670 0 90 Standard/0.76 Standard/0.68 3 Window Front (NE) 10.0 0.570 0.650 -5 4 90' Standard/0.76 Standard/0.68 4 Window Front (N) 12.0 0.520 0.670 0 90 Standard/0.76 Standard/0.68 5 Door Front (N) 11.0 0.550 0.650 0 90 Standard/0.76 Standard/0.68 6 Window Front (N) 12.0 0.520 0.670 0 90 Standard/0.76 Standard/0.68 7 Window Front (N) 25.0 0.570 0.650 0 90 Standard/0.76 Standard/0.68 8 Window Front (N) 25.0 0.570 0.650 0 90 Standard/0.76 Standard/0.68 9 Window Left (E) 12.0 0.570 0.650 90 90 Standard/0.76 Standard/0.68 10 Window Left (E) 10.0 0.520 0.670 90 90 Standard/0.76 Standard/0.68 11 Window Left (E) 6.0 0.520 0.670 90 90 Standard/0.76 Standard/0.68 12 Door Left (E) 21.4 0.550 0.650 90 90 Standard/0.76 Standard/0.68 13 Window Left (SE) 15.0 0.570 0.650 135 90 Standard/0.76 Standard/0.68 14 Window Back (S) 15.0 0.520 0.670 180 90 Standard/0.76 Standard/0.68 15 Window Back (SW) 15.0 0.570 0.650 225 90 Standard/0.76 Standard/0.68 16 Door Back (S) 21.4 0.550 0.650 180 90 Standard/0.76 Standard/0.68 17 Window Back (S) 30.0 0.570 0.650 180 90 Standard/0.76 Standard/0.68 18 Window Back (S) 84.0 0.570 0.650 180 90 Standard/0.76 Standard/0.68 19 Window Left (SE) 15.0 0.570 0.650 135 90 Standard/0.76 Standard/0.68 20 Window Back (S) 15.0 0.520 0.670 180 90 Standard/0.76 Standard/0.68 21 Window Back (SW) 15.0 0.570 0.650 225 90 Standard/0.76 Standard/0.68 22 Window Back (S) 16.0 0.570 0.650 180 90 Standard/0.76 Standard/0.68 23 Door Back (S) 20.0 0.550 0.650 180 90 Standard/0.76 Standard/0.68 24 Window Back (S) 30.0 0.570 0.650 180 90 Standard/0.76 Standard/0.68 OVERHANGS AND SIDE FINS Window- Overhang Left Fin Right Fin - Area Left Rght Surface (sf) Wdth Hgth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth Hght HOUSE 1 Window 10.0 2 5 3.5 1 2 3 n/a n/a n/a n/a n/a n/a 2 Window 25.0 n/a 5 4 1 n/a n/a n/a n/a n/a n/a n/a n/a 3 Window 10.0 n/a 5 5 1 n/a n/a n/a n/a n/a n/a n/a n/a 4 Window 12.0 n/a 6 7 1 n/a n/a n/a n/a n/a n/a n/a n/a 5 Door 11.0 n/a. 3 7 1 n/a n/a n/a n/a n/a n/a n/a n/a 6 Window 12.0 n/a 6 7 1 n/a n/a n/a n/a n/a n/a n/a n/a 12 Door 21.4 n/a 6.67 39 1 n/a n/a n/a n/a n/a n/a n/a n/a 16 Door 21.4 n/a 6.67 8 1 n/a n/a n/a n/a n/a n/a n/a n/a 17 Window 30.0 n/a 5 8 1 n/a n/a n/a n/a n/a n/a n/a n/a 18 Window 84.0 n/a 7 11 .5 n/a n/a n/a n/a n/a n/a n/a n/a 19 Window 15.0 n/a 5 3 1 n/a n/a n/a n/a n/a n/a n/a n/a 20 Window 15.0 n/a 5 4* 1 n/a n/a n/a n/a n/a n/a n/a n/a 21 Window 15.0 n/a 5 4 1 n/a n/a n/a n/a n/a n/a n/a n/a 22 Window 16.0 n/a 4 2 1 n/a n/a n/a n/a n/a n/a n/a. .n/a 23 Door 20.0 n/a 6.67 2 1 n/a n/a n/a n/a n,,.�� ,j';ri/a' n'I `' n/a 24 Window 30.0 n/a 5 2 1 n/a n/a n/a n/a rY'/ a n/a n/a AJ, r COMPUTER METHOD SUMMARY Page 4 C -2R Project Title.......... 2656 Plan - Ritchie Date..02/15/00 10:27-:`03 MICROPAS5 v5.10 File -000325 Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -2656 SF Master°Plan System Type HOUSE Gas ACSplit SLAB SURFACES Area Slab Type' (sf) HOUSE Standard Slab 2656 I HVAC SYSTEMS Minimum Duct• Efficiency Location Duct Tested Duct ACCA R -value Leakage Manual D 0.800 AFUE Attic R-4.2 No 10.00 SEER Attic R-4.2 No WATER HEATING SYSTEMS Number in Energy Tank Type Heater Type Distribution Type System Factor 1 Storage Gas Standard 1 .6 SPECIAL FEATURES AND MODELING ASSUMPTIONS Duct Ef f No 0.737 No 0.645 Tank External Size Insulation (gal) R -value 50 R- n/a *** Items in this section should be documented on the plans, *** *** installed to manufacturer and CEC specifications, and *** *** verified during plan check and field inspection. *** This is a multiple orientation building with no orientation restrictions. This printout is for the front facing North. REMARKS CONSTRUCTION ASSEMBLY Page 1 3R Project Title.......... 2656 Plan - Ritchie Date..02/15/00 10:27:03 MICROPASS v5.10 File -000325 Wth-CTZ11S92 Program -FORM 3R User#-MP1333 User -Energy Calculation Servic Run -2656 SF MasterPlan Sketch of Construction Assembly LIST OF CONSTRUCTION COMPONENTS Parallel Path Method Reference Name . WALL.R13:R4 Description .... Wall R-13 w/R-4 Rig. 16oc Type ........... Wall R -Value_ ........ 17 Hr-sf-F/Btu' ` Framing Material FIR.2X4 Type ......... Wood Description .. 2x4 fir Spacing ...... 16 inches on center Framing Frac.. 0.15 dl i Frame Name �ZI R -Value R -Value O. 3 , Exterior air film: winter value 0.17 0.17 1. STUCCO.0.88 0.875 in stucco 0.17 0.17 2. R 4.0 RIGID 1� 4.00 4.00 Sketch of Construction Assembly LIST OF CONSTRUCTION COMPONENTS Parallel Path Method Reference Name . WALL.R13:R4 Description .... Wall R-13 w/R-4 Rig. 16oc Type ........... Wall R -Value_ ........ 17 Hr-sf-F/Btu' ` Framing Material FIR.2X4 Type ......... Wood Description .. 2x4 fir Spacing ...... 16 inches on center Framing Frac.. 0.15 FRAMING ADJUSTMENT CALCULATION Cavity Framing Total U -Value: (1 / 18.48 x 0.85) + (1 / 8.94 x 0.15) = 0.063 Btu/hr-sf-F Total R -Value: 1 / 0.063 = 15.93 hr-sf-F/Btu Material Cavity Frame Name Description R -Value R -Value O. FILM.EX Exterior air film: winter value 0.17 0.17 1. STUCCO.0.88 0.875 in stucco 0.17 0.17 2. R 4.0 RIGID R-4.0 Insulated Sheathing 4.00 4.00 3c. BATT.R13 R-13 batt insul (cavity = 3.5 in) 13.00 -- 3f. FIR.2X4 2x4 fir -- 3.46 4. GYP.0.50 0.50 in gypsum or plaster board 0.45 0.45 I. FILM.IN.WLL Inside air film: heat sideways 0.68 0.68 Total Unadjusted R -Values 18.48 8.94 FRAMING ADJUSTMENT CALCULATION Cavity Framing Total U -Value: (1 / 18.48 x 0.85) + (1 / 8.94 x 0.15) = 0.063 Btu/hr-sf-F Total R -Value: 1 / 0.063 = 15.93 hr-sf-F/Btu HVAC SIZING Page 1 HVAC Project Title.......... 2656 Plan - Ritchie Date.. 02/15/00 10:27_:.03 ******* Project Address........ MASTER PLAN Chico *v5.10* Documentation Author... Marty Runnells ******* Bui ing,Permit Energy Calculation Services 1907 Mangrove Avenue, Suite E Plan Check Date Chico, CA 95926 530-894-8466 Field Check/ Date Climate Zone........... 11 _ Compliance Method........ MICROPAS5 v5.10 for 1998 Standards by Enercomp, Inc. MICROPAS5 v5.10 File -00032S Wth-CTZ11S92 Program -HVAC SIZING User#-MP1333 User-Energy'Calculation Servic Run -2656 SF Master Plan GENERAL INFORMATION Floor Area...' .............. Volume ..................... Front Orientation.......... Sizing Location............ Latitude ................... Winter Outside Design...... Winter Inside Design....... Summer Outside Design...... Summer Inside Design....... Summer Range ............... Interior Shading Used...... Exterior Shading Used...... Overhang Shading Used...... Latent Load Fraction....... Description 2656 sf 25285 cf Front Facing 0 CHICO EXP STA 39.7 degrees 27 F 70 F 102 F 78 F 37 F Yes Yes Yes 0.20 HEATING AND COOLING LOAD SUMMARY deg (N) Heating Cooling (Btuh) (Btuh) Opaque Conduction and Solar...... 20239 7246 Glazing Conduction ............... 11272 6291 Glazing Solar .................... n/a 7993 Infiltration ..................... 15989 5254 Internal Gain .................... n/a 2325 Ducts ............................ 4750 2911 Sensible Load .................... 52250 32020 Latent Load ...................... n/a 6404 Minimum Total Load 52250 38424 Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outside air, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. I,WflE L'. 4ILDING DE?i ;:, f .. . HVAC SIZING Page 2 HVAC Prn�ect Title............ 2656 Plan - Ritchie Date..02/15/00 10:27:03 MICROPAS5 v5.10 File -00032S Wth-CTZ11S92 Program -HVAC SIZING User#-MP1333 User -Energy Calculation Servic Run72656 SF Master Plan GENERAL INFORMATION Floor Area ................. 2656 sf Volume ..................... 25285 cf , Front Orientation.......... Front Facing Sizing Location............ CHICO EXP STA Latitude... ............ 39.7 degrees Winter Outside Design...... 27 F- 3411 Winter'Inside Design.... .. 70 F` Summer Outside Design...... 102 F i Summer Inside 'Design.. % ..... 78 F Summer Range ............... 37 F Interior Shading Used...... Yes Exterior Shading Used ....... Yes Overhang Shading Used...... Yes Latent Load Fraction....... 0.20 Description HEATING AND COOLING LOAD SUMMARY 90 deg (E) Heating Cooling (Btuh) (Btuh) Opaque Conduction and Solar...... 20239 7246 Glazing Conduction ............... 11272 6291 Glazing Solar .................... n/a 12993 Infiltration ..................... 15989 5254 Internal Gain .................... n/a 2325 Ducts ............................ 4750 3411 Sensible Load .................... Latent Load ...................... 52250 n/a 37520 7504 Minimum Total Load 52250 .45024 Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outside air, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. HVAC SIZING, Page 3 HVAC Project Title.......... 2656 Plan - Ritchie Date..02/15/00 10:27:03 MICROPAS5 v5.10 File -00032S Wth-CTZ11S92 Program -HVAC SIZING User#-MP1333 User -Energy Calculation Servic Run -2656 SF Master' Plan GENERAL INFORMATION Floor Area ................. 2656 sf - Volume .............'........ 25285 cf, Front Orientation.......... Front Facing 180 deg (S) Sizing Location............ CHICO EXP STA Latitude ..... ..........:.. 39.7 degrees Winter Outside Design...... 27 F Winter Inside Design.....-_ 70 F ; Summer Outside Design...... 102.F Summer Inside,Design....... 78 F Summer Range ............... 37 F Interior Shading -Used ...... Yes Exterior Shading Used...... Yes Overhang Shading Used...... Yes Latent Load Fraction....... 0.20 HEATING AND COOLING LOAD SUMMARY Heating Cooling Description (Btuh) (Btuh) Opaque Conduction and Solar...... 20239 7246 Glazing Conduction ............... 11272 6291 Glazing Solar .................... n/a 8020 Infiltration ..................... 15989 5254 Internal Gain .................... n/a 2325 Ducts ............................ 4750 2914 Sensible Load .................... 52250 32050 Latent Load ...................... n/a 6410 Minimum Total Load 52250 38460 Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outside air, outdoor design temperatures, coil si.zing,. availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. % ' . Y HVAC S121NG. Page 4 HVAC Project Title.......... 2656 Plan - Ritchie Date..02/15/00 10:27:03 MICROPAS5 v5.10 File -00032S Wth-CTZ11S92 Program -HVAC SIZING User#-MP1333 User -Energy Calculation Servic Run. -2656 SF Master Plan GENERAL INFORMATION Floor Area ................. Volume ..................... Front Orientation.......... Sizing Location...... Latitude.... ............. Winter Outside Design....... Winter Inside Design.... -.. Summer Outside Design...... Summer Inside,Design... :... Summer Range ............... Interior Shading Used...... Exterior Shading Used...... Overhang Shading Used...... Latent Load Fraction....... Description 2656 sf 25285 cf, Front Facing 270 deg CHICO EXP STA 39.7 degrees 27 F 70 F 102,F 78 F 37 F Yes Yes Yes 0.20 HEATING AND COOLING LOAD SUMMARY Heating Cooling (Btuh) (Btuh) Opaque Conduction and Solar...... 20239 7246 Glazing Conduction ............... 11272 6291 Glazing Solar .................... n/a 12628 Infiltration ..................... 15989 5254 Internal Gain .................... n/a 2325 Ducts ............................ 4750 3374 Sensible Load .................... 52250 37118 Latent Load ...................... n/a 7424 Minimum Total Load 52250 44542 (W) Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outside air, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. LONGFELLow LUMBER CO. INC. ■ Quality Truss Design ■ Roof & Floor Systems (800)678-0 1.12 (530) 893-0112 •FAX (530) 893-0140 89 Loren Avenue Chico, CA 95928-7434 Customer:�.�� Address: AP# a Job No: Alpine Engineered Products, Inc. Christian W. Chappell 8351 Rovana Circle Sacramento,. CA 95828-2522 (916) 387-0116 APPROVED• rid r Timber Products Inspection, Inc. P.O. Box 20455 MAJLDING DEPARTME-Ex .' Portland, OR 97220 _ APPROVED (503) 254-0204 G 41 r -T.2- T3 �J a G 41 7 i -T.2- T3 7 1r � 0 i �E- i T.= - i i I 7 i UAULt tnU ULIAIL SIROIGBACK (NAIL lU LEDGER 12' O.C.) IBRACED AT 55' D.C.► -�- , LEDGER (NAIL 10 VERTICAL V/2-I0d NAILS) (K) SPACING FUI REFER TU S PRODUCT AT A35 IN FI I IIII S DWG PREPARED FItOH COMPHIFIf INPtIt 11nAnC A III NFuclnut: cn—it.n, — tn.— ..... I:, 1 KUIVWA I, 82ACED AT 55' O.C. (CI IX4 CONTINUOUS LATERAL BRACING FOR BRACE ( STRONGBACK T MEMBER LONGER THAN (M) 2X4 F.L. OR H.F. 12 OR 72'. ATTACH AT HIOPOINI 01- EACH GRACE BTR, SIP.ONGBACK BRACE %/2-Od [COMMON NAILS, \SII\ \ (PIT PEAK PLATE 10 MATCH COMMON TRUSSES. ( SI l SPLICE PLATE 10 14ATCII COMMON TRUSSES (HII HEEL PLATE 10 HATCH COMMON TRUSSES. (0) OPTION TO WEB PLATING: USE (3)-2' VIRE STAPLES (0.072 DIA./15 GA.) IDENA1LED JHRU CHORD INTO WEB L IIMRU WEB INTO CHORD ON ONE FACE FOR A TOTAL OF 6 STAPLES. (PI), (SI ) L (III ) MUST BE PLATED. (G) GABLE END OESIGN BASED ON 75MPH WINO LOAD, EXPOSURE '8' AT 0-25 FT. MEAN HEIGHT. , 24' MAX ->,__ / GABLE ENO NOTE: CHOP,OS TO BE 2X4 FIR -LARCH A2 Hill. NOTE: THIS DETAIL MAY BE USED FOR TRUSSES WITH PITCHED D.C. ALSO. PLATE MAX. WEB LENGTH IPI) 2-B-0 2X4• ISI ) 3X4• 13-6-0 O (N) FROM POC (G) 0 I LE nVO. (S) (N) 7-9-0 15-6-0 11 6 BETTER, 7-9-0 15-6-0 I I:, 1 KUIVWA I, 82ACED AT 55' O.C. (CI IX4 CONTINUOUS LATERAL BRACING FOR BRACE ( STRONGBACK T MEMBER LONGER THAN (M) 2X4 F.L. OR H.F. 12 OR 72'. ATTACH AT HIOPOINI 01- EACH GRACE BTR, SIP.ONGBACK BRACE %/2-Od [COMMON NAILS, \SII\ \ (PIT PEAK PLATE 10 MATCH COMMON TRUSSES. ( SI l SPLICE PLATE 10 14ATCII COMMON TRUSSES (HII HEEL PLATE 10 HATCH COMMON TRUSSES. (0) OPTION TO WEB PLATING: USE (3)-2' VIRE STAPLES (0.072 DIA./15 GA.) IDENA1LED JHRU CHORD INTO WEB L IIMRU WEB INTO CHORD ON ONE FACE FOR A TOTAL OF 6 STAPLES. (PI), (SI ) L (III ) MUST BE PLATED. (G) GABLE END OESIGN BASED ON 75MPH WINO LOAD, EXPOSURE '8' AT 0-25 FT. MEAN HEIGHT. , 24' MAX ->,__ / GABLE ENO NOTE: CHOP,OS TO BE 2X4 FIR -LARCH A2 Hill. NOTE: THIS DETAIL MAY BE USED FOR TRUSSES WITH PITCHED D.C. ALSO. PLATE MAX. WEB LENGTH IX3• 2-B-0 2X4• D-1-0 3X4• 13-6-0 OUTLOOKER PLT _TYP_._Wave TPI -95\R Design'Criteria: TPI-95(STD OUTLOOKER CRITERIA 3.5' MAX. 1'1P. 110TCH IT 24' O.C. 1.5' MAX.' 12' MINI 24' MAX 2X4 F.L. LUMBER GRADES MAX. LENGTH VITIIGUT BRACING I N ) MAX. V/ SIRONGBACK BRACE (S) STANDARD 5 -II -0 II -10-0 DRW COI 12 t SEON - 25458 D UR .FAC . 1 . 1 5 FROM POC S PAC I NG 11 7-9-0 15-6-0 11 6 BETTER, 7-9-0 15-6-0 SS 7-9-0 15-6-0 0 O O ,� T T �� 1 1�80110 LL OZ�TRU�SS ^ 1� -WARMING-- IRUSSIS NEOUIRF 111RIME CAR[ IA FABRICATION, HANDLING. SHIPPING, INSIALLINO ANO BRACING. RIF(N 10 Of -91 (NANOLINO INSTALLING AND BRACING), PUBLISHED BY IPI (IRUSS PLATE INft11tl1[, fN] O'ONOF10 D0.., SUIT[ 100, MADISON, YI 67]19), FOR SAFETY PNACIICFS PRIOR 10 ►I RFORNIRO INE SE FUACIIONS. tlRt(SS 01N[NY15[ INDICA IID, 101 CHORD SNAIL HAVE PROPERLY ATTACHED SIAUCTURAI PANELS. IOIION CHORD SHAtL HAVE A PROPERLY ATTACHED RIGID CIELINO. ••IMPORTANT•• FUN ISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SNAIL NOI B[ R[SPON SIBIE FO0. ANY D[VIAIION FROM INIS DISIGN; ANY FAILURE 10 IN( IR US1N CONE ORMANC( ST.: 1:;. 111: 00. fAB0. ICAI IND, NANDL IND, SNIT►IND, 1N SIAlIAIION OR BRACING OF TRUSSES. IN1S D[S1GN CONE ORNS YIIH AP II ICABI[ ►0.0YISIONS OF NDS (NAiIONAI D[SION SPECIFICATION PUBLISHED NF THE AMERICAN FORESI AND PAPER ASSOCIATION) AND IPI. AIPIRI CONNICLOI A'A( NAB[ OF [ODA ASIN A653 CR31 GAIT. STEL. EXCEPT AS NOTED. APPLY CONNECTORS 10 ORAVI IGSI I] 0, 11 SOfARON160AA[fs OANE(NOIA((Nll CST S[AI NORM IHIS(DN AY INOOA►PI IL SCORlTC10RIH[(D[SIGN OF THE TRUSS D(PICI(0 HER[ A10 SHALT R01 BE R[ll(0 UPON IN ANY OTHER VAT. QQIOFESS/p,1 `�Q t,�w' y Amy V C �"� >>' >k sl C(VIl ' ` Of C AUF 0��\P TC LL 30.0 PSF TC DL 15.0 PSF BC DL PSF B C L L O . O P S F TOT.L(1. 50.0 PSF REF R992 DATE 03/19/98 DRW COI 12 t SEON - 25458 D UR .FAC . 1 . 1 5 FROM POC S PAC I NG GETAIL-92 `ALTERNATE BRACING NOTE: SEE CRANING DAININAL FOR LUMBER. PLATES, AND OTHER DATA NOT SHOWN HERE. (TRUSSES REQUIRE EXTREME CARE IN HANDLING, ERECTION AND BRACING. REFER TO TPI HI6-91. SEE THIS DESIGN FOR -ADDITIONAL SPECIAL PERMANENT BRACING REQUIREMENTS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL BE LATERALLY BRACED WITH PROPERLY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD WITH PROPERLY-ATTACHEO CEILING. CD103 (A) IX4 03 HEM -FIR OR BETTER CONTINUOUS LATERAL BRACING TO BE EQUALLY SPACED. ATTACH WITH (2) 8d NAILS. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. MANY OF THE BELOW MEiiTIONED 8RAEING TYPES MAY BE SUBSTITUTEOII 2X4 'T" BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH 16d NAILS @ 4' O.C. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR.- IX4 'L" BRACE, SAME GRADE AS WEB MEMBER. ATTACH WITH 16d NAILS @ 6" O.C. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. 2X4 'L' BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH 16d NAILS @ 4' O.C. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. SCAB BRACE, SAME SIZE. GRADE AND LENGTH AS WEB MEMBER. ATTACH WITH 166 NAILS @ 4' O.C. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. SEE ORIGINAL GESISN FOR MOM 094NSKOM A L -T i3 (uG1N "DE -f a l t___ 'ELT, TYP.- ALPINE DESIGN CRIT Unc p y w 4o 0 0 0 0 o MWIMPORTANTHN4LPIL'E�GIMBE ETTIEV Pent% ilt. WARNINGte w lit"EE"CE "CMl ��oQ� �,'SQ�y TC LL 30.0 PSF REF 8992--42293 SHALC7 C o O OITU1103 FNItI Iwo anal M THESE &PIMFICA11e1). OR NY pACP10. SEE 810-91 0f IPI. SEE THIS VESICO �4' s TC OL 15 • 0 PSF DATE 06/28/93 C7 o t= FARM FARM I0 WILD IN cause 30 WITMOOZE w1111 0910E S1 WT. IOP A07ttle a SPECIAL PE■1140111 B+ACIUc AC E=3 o o hPllt CMIlC10PS AN BADE Or 9004 DIV. STEEL AMTIEO ASIB WM EUIS. MESS 01011r«ISe nalatED. ro► � � PC OL 5.0 PSF DRN CD103 0 C= G7 C7 Alta m r F/C(F1 A4 NOTED. if" f Ca1iLICK TO EAC■ ►ACF or o10FET SWL BE LATEPALLt BRACED 111M KO O WD, _lgW3A45 0 . O PSF -ENG FM r o ALPIN O 1� Ara wAt4t 0110MISF LaAlfo e1 THIS Ct9lGIL ►0411181 4.1 411ALleo FLwom 914EAENIm suite" CHOAll * 630p1 * BC LL t✓ p p c01■ecl0n wit OAA11pm lit 10 t 1091-F. OES101 ITATOAFOS 11118 •POPOLI AITATAW 111910 CEILpq -- BE f TO T.LD. 50.0 PSF c TRUSS o if Din UtsoDUM ElO APPLIES TO n1E Ca"VIT OEP1C1E0 reRor N09 a wl. All e ariTJ;LITEwFRIp11pllm 1 riA1Alf �S8fAT1 FOA O0nf 0►R1N77 s CIYR o �1( tI. OQ� OUR.FAC. 1.15 0 O t= Q O o °l OILY. AND SHALL IDT BE FELLED UPON III Allf OiIEA FA f. CES191 10 INE IAUSS VRCTld1 CMTPACTO►. Or yAt "_-M . IITJCL P1ltr 1.%IIT■IF_ I■)! . 1991 /Il T1RUAi 0E711dr SPECIPTtl11C11 FOR In00 misl11t119N SPACTNd 24. O" TRUSS BRACING/BLOCKING DETAIL TIIIS nYr. PRFPARrn FROM rnmoi;IrD INP"r rinAnc R n1mruclnuci cimuwrirn nr rn"cc uro TRUSS RRACINO/BLOCKING DETAIL (AT SUPPORT) NOTE[ BRACING DESIGNED TO STABILIZE TRUSSES. AND HAS NOT BEEN DESIGNED TO RESIST LATERAL SHEAR LOADS. (A) 2X4 13 HEN -FIR OR BETTER CONTTIJUOUS LATERAL BRACING 10 BE EQUALLY SPACED. ATTACH WIT11 (2)-16d NAILS. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BO111 ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. tING SECTION S -S TRUSS (0) 2X4 H.F. 03 OR BETTER DIAGONAL BRACE. APPLY IN PAIRS AT 16-0-0 (T) - TRUSSES O.C. ATTACH TO EACH OVERLAPPING TRUSS USING (2)-16d NAILS AS SHOWN. (P) SHEATHING APPLIED TO TOP CHORD. BRACE 14AY BE LOCATED ON_ EITIiER FACE OF VERTICAL. (L) LOADS AS INDICATED ON TRUSS DESIGN. (M) IF TRUSS IIEIGIIT AT SUPPORT IS IU.O" OR LESS, DIAGONALS NOT REQUIRED. 8 APPROX. 45' (BB) BLOCKING TO BOTTOM WORD OVER SUPPORT, H.F. 13 OR BETTER 2X SIZE OF DOTIOM CHORD. PLT TYP. Wave TPI -95 Design Criteria: TPI-95(STD 18.20 CA/-/I/-/-/R/- E-1 A 1 R - O O O O Q �7�-YP�.�� O AL1 11 \ L •7� 1l�USs 0 0 O O Q O "YARNING•• IRISSIS R(OVIRE 11141MI CANE 10 FABRICATION. HAIDIIIG. SNIPPING, INSTALLING AND 1lillltlT[.....RD!OIOF IOTDA. !NSUI IE NlOO,SNIAILIII ADISO2. A.1 BRACING). S7111). FDA PUBLISHED SAFETY TFAACIIC(S(TRUSS PRIORPLATE TO I[AFO2MING iN[S[ FVICIIOtf. UNLESS OINE0.YIS( INDICATED, 10► CHORD SMALL HAVE PROPERLY AIIACHID SIAUCTURAL PANELS. BOTTOM CHORD SNAIL HAVE A ►AO►(AtY AIIACHID RIGID CIEIING. .!IMPORTANT-- FURNISH A COPY OF THIS DESIGN 10 IN( INStALLAIt02 COAtRACIOR. ALPINE ENGINEERED 0YCif, INC. SMALL 101 0[ RIS►ONS'DIE FOl ITT:R ANY O(►IRICAIAIIOI FROM THIS DESIGN; ANT FA#LUA[ 10 r10I SIA 1AACING 110 NOF 11AtlSS(SI' COINI SHOIf 1GN ICOM DAMS YIINBA/►I IC ABIE HANDLING. IOISMOF PND S• INA 110IAllIOX OR 0ISI GN f1[CIFICAIION Pul (SHIP IT INE AM[RICAI FONISI AID PATER ASSOCIATION( AND IPI. AL PINI JACNCON (FACE OFCIOAS AIRVSS[ AID UNLISS1OINUYISIot AISI ILOCATED ONE TNT$ D(SIGI. POSITION Co I[CIORSCONNECT PIRORS Io DAAWINGS U0. Ifo AND Ifo 4i. AN (NCUEQ'S Sul 01 #HIS DRAWING APPLIES 0.17 TO IMI DESIGN Oi iH( IRO SS O(►IC 1(0 M(A( A 1 0 SMALL X01 B[ R[I LEO UPON 11 ANY OINIR WAY. , Q�`1;.$SIOA, Fy _4Cy� ' 'litp '� 4J y AA * J, CIV�� OQ��! lljf 0f CT`��E TC LL TC OL B C D L ( ) L L TOT .LD. DURJAC. SPACING SEE ABOVE REF R 4 2 1 DATE 1/12/94 DRW 3,048,634 CA -ENG CWC / PIGGYBACK D:EFTIA:CL THE DETAILS BELOW ARE ACCEPTABLE FOR THE FOLLOWING WIN[) CONDITIONS: BO MITI WIND, 30.00 FT MEAN IICT, ASCE 7-93, CLOSED BLDG, 00 MPH WIND, 30.00 F'f MEAN MCT, SDC. SEE IIID -91 SECTION 13.2.1 FOR DIACONAL LOCATED ANYWHERE IN ROOF. 100 MI FROM COAST. ENCLOSED IILDG. LOCA'T'ED ANYWHERE IN ROOF BRACING. CAT I, EXP C. WIND TC DL=5.0 PSF, WIND BC DL=5.0-PSF. WIND TC UL=5.0 PSF, WIND BC DL=5.0 PSF. DETAIL A FLAT TOP CHORD < OR = 12' — _ PIGGYBACK CAP TRUSS TOENAILED TO ALL TOP CHORD BRACING WITH (2) 10d COMMON NAILS. • 12' MIN RIGID SHEATHING OVERLAP WITH 8d COMMON OFESSlO,y�� OR CUN NAILS IN OVERLAP ZONE SPACED AT 4" O.C. c(O U IN � yF9 ycy �FATC �No. C 5 BRACING ZESIGN \\ k 7� DETAIL B FLAT TOP CHORD < OR = 20' �l9jFOF CA������\� PIGGYBACK CAP TRUSS TOENAILED TO ALL TOP CHORD BRACING WITH (2) 10d COMMON NAILS AND 4• 4' SECURED WITH 2X4 #3 GRADE SCAB (1 SIDE ONLY) 2, 2, ATTACHED WITH 10d COMMON NAILS AT 4 O.C. 2 2 FLAT TC BRACING PER DESIGN CAP TRUSS TOENAILED TO TOP CHORD BRACING AND SECURED WITH DETAIL C 3X8 TRULOX PLATES (EACH FACE) AT EACH END AND 1/3 POINTS. CIRCLED NUMBER INDICATES REQUIRED NUMBER ALPINE 62PB PIGGYBACK CONNECTOR PLATES OR 8x8 PLYWOOD OF 0.120" X 1.375" NAILS, OR EQUAL. PER FACE GUSSETS MAY BE USED IN LIEU OF TRULOX PLATES. FLAT TOP CHORD < OR = 30' PER PLY. SEE DRAWING 160 TL FOR TRULOX INFORMATION. ALTERNATE CONNECTION 4 4 q 4 (4) 6d COMMON NAYS EACH FACE ---------- ---------- 8" X 8" X 1/2" PLYWOOD OR OSB SPAN RATED 24/0 GUSSETS EACH FACE. ATTACH WITH (8) FLAT TC BRACING 6d COMMON ( .113X2" ) NAILS PER GUSSET, PER DESIGN (4) IN CAP BC AND (4) IN BASE TRUSS FLAT TC. TRUSSESE IN IANDI INBY EXTREME AINSTALL S10 TC LL PSF REF RIREOIB-91 (H DLINGIRE AND BRACING, IPIALLING NG BRAC NG), PUBLISHED EDPI (TRUSS PLATE INS111UTE. 583 D'ONOrR10 DR., SUITE 200. MADISON, WI. 53719) FOR SAFETY PRACTICES DATE 3/5/99 PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL' HAVE TC DL 1 SF PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID DRWG 581,670 CEILING. —IMPORIANI•• FURNISH A COPY OF THIS DESIGN TO 111E INSTALLATION CONTRACTOR, BC DL PSF ALPINE ENGINEERED PRO IS INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FRUM 11115 I OR 1 10 BUILD IAND I CIRUSSES RMANCE WITH ICON NSHIPP BC LL PSF —ENG SJP/I<AR BRACT GRUSSES HANDLING. ING.E INSTALLINGOf DESIGN FORMS WITHpil APPLICABLE PAPERPROVIS SSOTAI ON> ANDF NOS I�PI.LALPINENCONNCCTORSIARCPMADESOf 20GABY TASTHHA657 GfT40RGALVNSIEEL T❑T.LD. MAX 60 PSF EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OIHERWISE LOCATED ON DUR.FAC. 1.15 THIS DESIGN. POSITION CONNECIORS PER DRAWINGS 160 A -Z. 111E SEAL ON THIS DRAWING INDICATES ACCEPTANCE or PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS r.ONPONENI SPACING `24.0 DESIGN SHOWN 111E 1'In BT LII TY AND USE COMPONENTFOR IN YS PART IL'UNA2 BUILDING IS TSU T GTHR (I-RITCHIE HOMES / 2656 - H1 HAT FOR 47' TOP CHORD 2x4 OF -L #1 BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard '1LATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. j fOR PIGGYBACK DETAILS REFER TO DRAWING PIGBACKA0699. L27 Ln L27 0 W4X4 IEa Cn E� v C� 0 A w 9:4 Cz3 w t ' THIS DWG PREPARED FROM COMPUTER INPUT (LOADS d DIMENSIONS) SUBMITTED BY TRUSS MFR. IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE TC @ 24.00' OC, BC @ 72.00' OC. DEFLECTION MEETS 01240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER -UBC. i B-0-0 z W2X4(Al) W2X4(Al) = TC LL 16.0 PSF REF *427--13920 INSTITUTE. IB3 D'ONOFRIO R.. SUITE 200. MADISON. NI 53718). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CNOIO SMALL HAVE PROPERLY ATTACHED TC D L 1 0.0 PSF DATE 02/17/00 STRUCTURAL PANELS, BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. z 0-33 0-3-3 TTE COCMi Y I_ 5-2-13 5-2-13 BC DL 7.0 PSF ALPINE -1- _I ..� LDING DEPART` EN, CA -ENG AEB/PBC 10-5-9 Over 2 Supports EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED 01 THIS DESIGN. POSITION CONNECTORS PER DRAWINGS 160 A-E. THE SEAL01 THIS 1101:1 INDICATES ACCEPTANCE I PROFESSIONAL EWDINEERIIG RESPONSIDILIIY SOLELY FOR TME TRUSS COMPONENT DESIGN SHOWN. TBE SUITABILITY AND USE OF THIS ANSI It,T1.1N851 SECTIONC2lAR BUILDING If THE RESPONSIBILITY of TIE BUILDING OEST6NEl, PER R-359 W-3.5' P O" V EDN FROM and SPACING 24.0* R-359 W-3.5' ' AV M ` 00 PLT TYP Wave TPI -95 R Desion Criteria: TPI STD 19 CA - 1 - - - F SCale - 375' Ft �O N co cwt, BRACING. AARRI RG.-EFER TO HID -91 TRUSSES 10.E EKTREME CUE 13 (HAIDLINO INSTALLINGBANDATION. HANDLING. BRACING), PUBLISHED BYITPI INSTALLING PLATE ' TC LL 16.0 PSF REF *427--13920 INSTITUTE. IB3 D'ONOFRIO R.. SUITE 200. MADISON. NI 53718). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CNOIO SMALL HAVE PROPERLY ATTACHED TC D L 1 0.0 PSF DATE 02/17/00 STRUCTURAL PANELS, BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. '0 A DRW CAUSR427 00048021 +*IMPORTANT•• FINNISH A COPY OF THIS DESIGN TO TBE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL 101 BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BC DL 7.0 PSF ALPINE BUILD INE TRUSSES IN CONFORMANCE WITM IFI: OR FABRICATING. HARDLING. SHIPPING. INSTALLING AID BRAC OF nUSSEf. 1HI1 DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISRED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CORRECTORS ARE MADE OF 206A ASTM A653 CR40 GALT. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO * BC LL 0.0 PSF _ TOT. LD. 33.0 PSF CA -ENG AEB/PBC SEON - 26738 AjuR0 Amdmck I- SNofmmlcO CA 95828 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED 01 THIS DESIGN. POSITION CONNECTORS PER DRAWINGS 160 A-E. THE SEAL01 THIS 1101:1 INDICATES ACCEPTANCE I PROFESSIONAL EWDINEERIIG RESPONSIDILIIY SOLELY FOR TME TRUSS COMPONENT DESIGN SHOWN. TBE SUITABILITY AND USE OF THIS ANSI It,T1.1N851 SECTIONC2lAR BUILDING If THE RESPONSIBILITY of TIE BUILDING OEST6NEl, PER OUR .FAC . 1.25 FROM and SPACING 24.0* ._ ...,.-..�,.......,. .. _ - ._.�_ .. ._. ... .� ..-. ..._- V.....--.. �-...,_.._... -.mss.._.. ... - (KIZ030-11III.MIt MUMU / ZbSb - nZ hat ) TOP CHORD 2x4 DF -L #1 BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. FOR PIGGYBACK DETAILS, REFER TO DRAWINGS 634,016, A625,376, 847,045 OR 3,045,810. W4X4 = 7 7 �.8-0-0 W1.5X4 III W2X4(A1) W2X4(A1) 0-3-1 0-3-1 I_ 1-8-13 _I_ 1.8-13 _I 1-3-5.9 Over 2 Suppor'ts_I R=128 W=3.5" R=128 W=3.5" 'IIIIS DWG PREPARED FROM COMPUTER INPUT (I.OADS 8 DIMENSIONS) SUBM11'FED BY 'TRUSS MFR. IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE TC @ 24.00" OC, BC @ 72.00" OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. H 2 JUTM NI 'lif iLEIING JEPaAR EN PPROV C PLT TYP. Wave TPI -95\R Design Criteria: TPI STD f3$ CA 1 R - Scale =.375" Ft. ALPINE Alpine Engineered Products, Sacmnlcnlo,CA95828 hlc. "WAR N ING** TRUSSES REDO IRE EXTREME CARE IN FABR ICA P ION. NANDI. ING, SII I PP ING. INSTAI. I. ING AND GRACING. REFER TO HIB -91 (IIANULING INS1'ALLIIIG At1U ON ACIIIG), PUBLISIILU UY TPI (TRUSS PL ATL INSTITUTE. 58J D'OIIOFR.10 DR., SUITE 200. MAOIS011. WI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNC11011S. UNLESS O111Fall 1NDIGAIEO, IOP CHORD SIIALI. II AYC PROPERLY ATTACHED STRUCTURAL PANELS• BOTTOM CII OR SHALL HAVE A PROPERLY A7TACRED RIGID CE 1I. I NG. '*IMPORTANT`* FU FINISH A COPY OF TII IS 1)ESI GII TO THE INSIALLATIOH CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHAH. NOT BE RESPONSIOLE FOR ANY DEVIATION FROM TII IS DESIGN; ANY FAII.NRE TO GUILD 111E TRUSSES IN CONFORMANCE Willi TPI; OR FABRICATING, IIANULING, SIIIPP ING, ITIS TAIL ING AND BRACING OF TRUSSES. THIS DESIGN COHFOR PIS MIM AP PI.ICAB I.E PROVISIONS OF NDS (NATIONAL OESI GI SPECIr IC A110N PU01 (SHED u 111E A1ILN ICAN OR ESI AND PAPER ASSOCIATION) AND IPI. Al PINI: CONNECIORS ARL MARL Of 2OGA ASTM A653 GR40 GALT. SILUL. EXCEPT AS NOILD. APPLY CONNECTIONS Eo EACH FACE OF TRUSS, AND UNLESS OIHERWISE LOCAIED ON IRIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A -Z. ILYTME SE A1. 011 TII IS DRAWIPIC INDICATES ACCEPTANCE111E OFS ill PROFESSIONAL Eli AND ' SEGINEERING ROMP ONENI SP NSIIFOR 1.1 YANOYL PARI IDULARE 0UI11DINGU Mp IS0111r.FRESPONSIBILLITY of 111E O OILDI NGIUESIGN E R, PER 11115 ANSI/TPI 1.1995 SECTION 2. �%-0W. (C Q* `� ~Ci �� ` Z 5 5 Feb D3 2000 * * civic \P' q%OF C"�(FO TC TC BC BC T 0 LL DL DL LL T . L D . 16.0 10.0 7.0 0.0 33.0 PSF PSF PSF PSF P S F REF R427--91541 DATE 02/02/00 DRW CAIISR427 00033008 CA -ENG GTP/GWH S E Q N - 10695 D U R .FAC . 1 . 2 5 F ROM an d SPACING 24.0'1 (I.-RITCHIE HOMES / 2656 - H3 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 DF -L #1 IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE TC --BBOT CHORD 2x4 DF -L #1 @ 24.00' OC, 8C @ 72.00' OC. WEBS 2x4 DF -L Standard Co DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. cv PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. a • IFOR PIGGYBACK DETAILS REFER TO DRAWING PIGBACKAO699. M C'•7 LC'3 cl' O • r H W4X4 s ra 10 w0 - a aB-0-0 z W1.5X4 R z W2X4(B1) a W2X4(B1) w w 0-2-4 0-2-4 hkmcouN1 1-1-9-12-1-1-9-12 WILOING ©EPARTAEN- 3.7-8 Over 2 Su orfs �1 I R-129 W-3.5" R�129 W a3.5" �'1, P P 1 Q? IG -0 � co PLT TYP, Wave TPI -95 R Design Criteria: TPI STD 19 CA - 1 - - F Scale =.375" Ft. •YARNING•• TRUSSES REQUIRE EXTREME CAME 11 FABRICATION. HANDLING, SHIPPING, INSTALLING AND ES TC TC LL 16.0 PSF REF R427--13919 C=> BRACING. WARNING -,- TO HIO -91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY T►1 (TRUSS PLATE ��'•" ^WI_'/E� C= INSTITUTE. 593 D'ONOFRIO DR., SOITE 20D. MADISON, YI S.T19). FOR SAFETY PRACTICES PRIOR TO 1p C=PERFORMING THESE FOMttI0N5. UglE55 0 HERMI SE IAD RATOP tXORD SNALI HAVE PROPERLY ATTACHED. A fy TC DL 10.0 P SF DATE 02 / 17/00 C'V STRUCTURAL PANELS. BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. •IMPORTANT— FURNISH A COPT Or THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE EN9IHIIRIO -17 0 '00 BC DL 7.0 PSF DRW CAUSR427 00048022 C� PRODUCTS, IAC. SHALL MOT of RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO LO% '--' BUILD TN TRUSSES IN t, ORNANCE WITH TM: OR FABRICATING. HANDLING, SHIPPING, INSTALLING AND NJ BC LL 0.0 PSF CA -ENG AEB/PBC cc ALPINE BRACING OF TRUSSES. ThIS DESIGN CONf0RR5 MIT" APPI IIABLE PROVISIONS OF NDS (NATIONAL DESIGN C-1 SPEC IfICATION PUDLI SHED 6Y TAE AMERICAN FOREST AAD PAPER ASSOCIATION) AMD TPI. ALPINE C.- CONNECTORS ARE MADE OF FOGA ASTM ASS] GRLO GALV. STEEL• EXCEPT AS NOTED. APPLY CONNECTORS TO # * TOT. LD. 33.0 PSF SEON - 11335 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED OR TRIS CIS IGH. POSITION CONNECTORS PER OR AY1163 160 Al THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING DUR.FAC. 1.25 FROM and �L,,�,,� 5•II•C R[SPONSiO IIITY SOLELY FOR TNf TgUSi [010'ONENT DESIGN SHOWN. THE SUITABILITY AND USE Of THIS "'Y""� � 95 COMPONENT FOR ANT PAA7ICULAR BUIl01N6 IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER SPACING 24.0" ANSIITPI 1.1995 SECTION 1. (I.-RITCHIE HOMES / 2656 - [PGR] T1 28' PGE ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 DF -L #1 :T2 2x6 DF -L #2: SEE DWG GBLLETIN0699 FOR MORE REQUIREMENTS. C_�BOT CHORD 2x4 DF -L 41 WEBS 2x4 DF -L Standard (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. co N PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE TC cL.: @ 24.00' OC, BC @,72.00' OC. (NOTE: THIS EXPOSED FACE OF THIS TRUSS IS DESIGNED TO SUPPORT 24' OUTLOOKERS AND STUCCO (10 PSF) ON ONE FACE. REFER DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. `_' DETAILS 3,027,999 FOR GABLE REQUIREMENTS. LMc� 10 PSF BC LIVE LOAD PER UBC. o W3X4 ,0 W2.5X4 W3X6 2 10 r kq 10 (AX A) A) 1 T E_ U Ll O P-. Q-0-0 W a w W2X6(B1) a W3X4 E3 W2X4(B1) a r z ' W .Wz 0 1 12 0-11-12 w C t 2-3.1412-0-0 12-0-0 - ILQING ®E1����,I - ,28-0-0'Over 2 Supports R-953 W-3.5' A P� � R=229 PLF N-14-3-8 � ® ��� cn o Note: All Plates Are W1.5X4 Except As Shown. PLT TYP. Wave TPI -95 R Design Criteria: TPI STD 19 CA - 1 F Scale =.25° Ft. —WARNING-' TRUSSES REQUIRE EXTREME CARE II FABRICATION. HANDLING, SHIPPING. INSTALLING AND Q�QFESSJp TC LL 16.0 PSF REF 8427--13917 C� BRKlN6. R[F [1 TO MIB -91. (HANDLING INSTALLING AND BRACING), PUBLISHED BT TPI (TIOSS PLAT[ ♦F� O INSTITUTE, 583 O'OHOFRIO DR.. SUITE 200. MADISON, NT 53119). FOR SAFETY PRACTICES PRIOR TO OPERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL NAVE PROPERLY ATTACHED ��' TC DL 10.0 PSF DATE 02/17/00 N STRUCTURAL PANELS. BOTTOM CHORD SMALL BAY[ A PROPERLY ATTACHED RIGID CEILING. ri -;,IMPORTANT-" FURNISM A COPY Of THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED _1 BC DL 7.0 PSF DRW CAOSR427 00049019 lBOOUCTS, INC. SHALL HOT BE 8ESPOYS IBL E FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO C.1 BUILD TME TRUSSES IN COAfORMARCE NITN TPI; OR FABRICATING. HANDLING, SHIPPING. 11STALLING AND r OOO��i BC LL 0.0 PSF CA -ENG AEB/PBC A L PINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN W SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI ALPINE W CORRECTORS ARE MADE OF [0GA ASTM A6S3 GRAD QALY. STEEL, EXCEPT AS NOTED. APPLY CONVECTORS TO * TOT. LO. 33-.0 PSF SEQN - 11323 EACH FACE Of TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONVECTORS PER /NwwL DRAWINGS 160 A•1. INE SEAL 01 THIS DIAWING INDICATES ACCEPTANCE OF PROFESSI0IAL ENGINEERING NrI�Ir DUR JAC . 1.25 FROM and RESPOISIBILITY SOLELY FOR TIE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AID USE OF THIS �P� Sac( pT931B COAPOREIT FOR ANY PARTICULAR 601LDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER SPACING 2 4.0 " ANSIJTPT 1.1905 SECTION I. RITCHIE HOMES / 2656 - TIG 28' GIRD THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. [TOP CHORD 2x4 DF -L #1&Bet. :T2 2x4 OF -L #1: 2 Complete Trusses Required � --BBOT CHORD 2x8 DF -L SS WEBS 2x4 DF -L Standard :W3, W6 2x4 OF -L $1: NAILING SCHEDULE:1(12d_box_nails) C.— :Lt Wedge 2x6 DF -L #2::Rt Wedge 2x6 OF -L $2: TOP CHORD: 1 ROW ® 12" o.c. BOT CHORD: 1 ROW 0 5' D.C. Q;PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. WEBS 1 ROW, ® 4' o.c.. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS (ADDITIONAL LOADS IN EACH ROW TO AVOID SPLITTING. C� - -------------- ----------------------------------- �rDBC - From 642 PLF at 0.00 to 642 PLF at 14.00 DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. BC - From 572 PLF at 14.00 to 572 PLF at 28.00 ' C=; THE TC OF THIS TRUSS SHALL BE BRACED WITH ATTACHED SPANS BEARING BLOCKS: NAIL TYPE: 12d_box_nalls AT 24" OC IN LIEU OF STRUCTURAL SHEATHING. BRG X -LOC $BLOCKS LENGTH/BLK #NAILS/BLK 0 0.000' 1 17" 29 W5X8 a W2.5X4 6 W5X8 4%, 1 27.708' 1 14" 24 NOTE: FOR ADDITIONAL DETAILS REFER TO DRAWING 8139. BEARING BLOCK TO BE SAME SPECIES, SIZE & GRADE AS CHORD. T2 W5X8 o W5X8 0� N 10 r W3 u6 —I to H A 0 a Y1. A W w W5X8(C3) a z W5X8(C3) B W4X6(C3) W4X6 (C3) ;_ z R-0-0 W W3X14III HHm W6X6m W6X8Ea W3X14III cam. gga ++N Pqq RTV I1 12-0-0 I 4-0-0 1_ 12-0-0 28-0-0 Over 2 Supports OVED R-9672 W-3.5" PLT TYP. Wave TPI -95 R Design Criteria: TPI STD 19 CA - 1 - - - F Scale =.25' Ft. "YARN ING•" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SNIPPING, IASTALLIRG AND A BRACING. REFER TO HID -91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE �,pFE TC LL 16.0 PSF REF R427- -13918 _� INSTITUTE. SBS D•ONOFAIO DR., SUITE 200, MADISON, NI 63/19), FOA SAFETY PRACTICES FRIO TO PERFOXMIRG THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SNAIL NAY( PROPERLY ATTAR 10 C y TC D L 1 0.0 PSF DATE 02/17/00 NAL PAREL S, BOTTOM CHORD SHALL MAYS A PROPERLY ATTACHED RIGID CEILING. � -;IMPORTANT," FUR "ISM A COPT OF THIS DESIGN TO THE INSTALLAT106 CONTRACTOR. ALPINE ENGINEERED 1 BC DL 7.0 PSF ORW CAUSR427 00048023 RODUCTS, INC. SMALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO r 9 '—' BUILD THE TRUSSES IN CONFOAMANCE VETO TPI: OR FABRICATING, HANDLING, SHIPPING. INSTALLING AND B C L L 0.0 P SF CA -ENG A E B / P B C A L P I N E BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROTISTOAS OF NDS (NATIONAL DES16n �( SPECIFIC AT IDX PUBLISHED ON THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE DW CONNEcrO%S ARE MADE OF 204E ASTM A653 GR40 GALV. STE(L. ERC(PT AS NOT(0. APPLY CORRECTORS TD * * TOT.LD. 33.0 PSF SEON - 11327 EACH FACE 01 TRUSS. AND UNLESS OTHERWISE LOCATED OR THIS DESIGN. POSITION CORNECT00.5 PER C CRAVINGS 160 A•2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING D UR . fAC . 1.25 FROM and Al,, ine Engincex d RISPORSIBIIITY SOLELY F00. TWF TRUSS COMPONENT DESIGN SHOWN, THE SUITABILITY AND USE OF 1NIS "`I' �Q"'famunatD, � ---- COMPONENar T FOA ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUIL03BG DESIGNER, PER SPACING 24.0 ° ANSIFTPI 1.1995 SECTION 2. __ (KI40n0-KIIL,HIt HUMtZ) / Zbbb - IZ Zb' COMN ) TOP CHORD 2x4 DF -L #1 BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. 71115 DWG 11RIA'AltI:D PROM (:OMI'IIIfR INI'll I* (IOADS 8 1)1MI-NS IONS) S01IMI'I11:1) BY IRIISS MIR. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. W04 -T 2 7-11-5 }8-0-0 ' l 1 4 0 1L 4 -DI ME WON: Lr 13-0-0 I 13-0-0 I l WAILDI G DEPART-mp E 26-0-0 Over 2 Supports r _ R=927 4l=3.5" APPROVED ' R=927 W=3.5" ��•I�Y PLT TYP. Wave TPI -95\R Design Criteria: TPI STD CA 1 R - Scale =.25" Ft. "WARNING-- TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING, SNIPPING. INSTALLING AND BRACING. REFER TU 1110.91 (IIAHOLIIIG INSTALLING ANU BRACING), PUULISHED BY TPI (TRUSS PLATE LAW. �b TC LL 16.0 PSF REF R427--91523 INSTITUTE, 503 D' 1111CIRIO OR.. SUITE III-NN ITAOIS011. lc 53719). FOR SAFETY PRACTICES PRION TO ? ��� y �yRY TC DL 10.0 PSF DATE 02/03/00 PCflFONMI NG IIIC SF FII IICI IONS. IINI (S$ GIIIERXI SI: INIIICAiCiI, -101' CII0111) SIIAII IIA VI: I'RUI'C III AIIAr.III:U l:! P �� C� SI RUCI Ufl AI PANELS, UUIIOM CII0 SINAL I. IIAVC A 1'NUPCHLY AIIACIit'U NIGI11 CL IL ING. "IMPORTANT" FURNISH A COPY OF THIS DESIGN TO 711E INSTALLATION CONTRACTOR. ALPINE ENGINEERED � 5 DS BC DL 7.0 PSF DRW CAIISR427 00034024 PRODUCTS, INC. SNAIL NOT OF RESPONS 101E FOR ANY DCVIA1I ON FROM THIS UES ICN; ANY FAI I. URE TO oil IDC TRUSSES IN CONIURMANCI: HI III IPI: UN IAIIRICAI'ING, HANDLING. SIIIPPING, IMSIALI.ING, A XP s B C L L 0.0 PSF CA -ENG RDW / G W H A L P I N E BRACING OF TRUSSES. f111S DESIGN CONFORMS WITH APPI ICADLE Pfl UV ISIUN$ Ur NDS (NA"ONAI OCSI N SPEC Ir ICAI TUN PUBI.I SIICU UY IIS AMCR ICAII rORESr ANU PAPER ASSOCIAI ION) AND n'I. ALPINE eb 03 200 TOT AD. 33.0 PSF SEAN - 10637 CONNECTORS ANE MAO, OF 20GA ASTM A653 GR40 GAIN. SIECL, EXCEPT AS NOTED. APPLY CONNECIORS r0 >k • EACH FACE OF TRUSS, AND UNLESS OTII Ell ISE LOC AICD ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A -Z. TIIE SEAL ON !rININ DRAM in INDICATES ACCEPTANCE OF PROFESSIONAL CNGINfERII1G s'p clw� �P DUR . FAC. 1.25 FROM and Alpine Engineered Products, Inc. pOMPONCNT fORYANYI PARIELY IOR ICULAHLUHII.IING ISIISS 01111fIR,rs,S,NSIIIIII.N7Y OF 1110 IIUII.111NGIIILSIGNEH'IPl'll ILII$ 9pfOF SDcrnnlentD,CA95828 ANSIIrPI 11995 stcTlOn z. CAL1F� SPACING 24.0" (IC14000-1X1IL,rllt MUMtZ, / 4000 - 13 40 L.UPIR f TOP CHORD 2x4 DF -L #1 BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. ** DO NOT TURN TRUSS END FOR END. ** W4X4 = (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC,LIVE LOAD PER UBC. irn nv roncc urn -1 z 1 4 0 11 4 6-0-0 OI & 1 6JNul 0 1. ��— 13-0-0 13-0-0 _I WILDING ®EPARTMEt, 26-0-0 Over 2 Supports -� _ .I R=650 W=3.5" PPROVEP, R=1205 W=3.5" CA 1 R - Scale =.25" Ft. PLT TYP. Wave TPI -95\R Design Criteria: TPI STD $ **WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AMD BRACING. REFER TO HID -91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY 1P1 (TRUSS PLATE 0�'D W t. F� T C L L 16 . 0 P S F R E F R 4 2 7--91524 IO UR.. SUITE 200, MADISON, NI 53719), FOR SAFETY PRACTICES PRIOR 1'0 '7 (�1 INSTITUTE. 503 D'0110FR PERFORMING THESE FUNC]IONS. UNLESS OTIICRNISE INDICATE., lOP CHORD SHALL HAVE PROPERLY A'TIACHED ` �P q� 2 TC DL 10.0 PSF DATE 02/03/00 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACN ED RIGID CEILING. "IMPORTANT—` FURNISH A COPY OF TO IS OE SIGN TO THE INSTALLATION COLI TRACTOR. ALPINE ENGINEERED 111 Tm BC DL 7 .0 PSF DRW CAUSR427 00034025 PRODUCTS. INC. SHALL NUT BE RESP0 NSIDLE FOR ANY DEVIATION FROM IMS D[SIGN; ANY FAILURE 'TO BUILD '111E TRUSSES IN CONFORMANCE Nl it] IPI; OR FABRICATDIG, HANDLING, SHIPPING, IIIS1'ALL TNG AN BC LL 0.0 PSF CA -ENG RDW/GWH A L P I N E BRACING Of TRUSSES. THIS DESIGN CONF OR NS NIM APPLICAD LE PROVISIONS OF NDS (NATIONAL UESIG SPECIFICATI011 PURL (SUED BY TIIE AMERICAII FOREST ATID PAPER ASSOC]ATI 011) ATID TPI. ALPINE eb Q3 2000 CONNECTORS ARE MADE OF 20GA ASIA A653 GR40 GALV. STEEL, EXCEPT AS t1OTED. APPLY CONNECTORS TO i * TOT. LD. 33.0 PSF SEAN - 10639 Alpine Engineered Products, Sacramcnln,CA9i828 111C. EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCA]ED ONTHIS DESIGN, POSITION CONNECTORS PER ORANINGS 160 A•2. THE SEAL 011 TO IS DRAWING 1110]CATES ACCEPTANCE OF PROFESSIONAL ENGINEERING COMPONENBIFORYANOLPARTICULAREBUII.DIN6 ISOIIEN TIETRESPBE ONSIBIOWN. OF TIIE OUILDBBGIDESIGNERSEPER 'THIS A11SI/]PI 11995 SrCTION z. "/` CIV I%- �a \P OF CAi�F�t� DUR . FAC . 1.25 FROM and SPACING 24.0" (K1L050-KIIUMIC r1UPIt3 / 4000 - 19 40 13U J TOP CHORD 2x4 DF -L #1 BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. W04 r•nun IlTCO imom- inAnc a nImrAlc I nAlcY 4ZtYm 1 T Tr 1) RY TRII CC MFR DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. PICA'+ (n,./ = W5X4 = , W2X4(A1) 7 L 7-11-5 � 8 0 0 -4-01E I 1-4-0 II 6-0-0� 13-0-0 13-0-0(iOUNI y 6-3-8 1 8-6-8 8-6-8 1 2-7-8 26-0-0 Over 2 Supports j ILE)ING ®EPARTMEK R=1214 W=3.5" .- R=641 W=3.5"PPOav3/, 4E{� fA �.J TPI STD CA 1 R - Scale =.25" Ft. PLT TYP. Wave TPI -95 R Design Criteria: "NARNING"' TRUSSES REQUIRE E1TAf.MC CARE IN FAtlRICATION, IIA NIII.ING, SHIPPING, INSTALLING AIIU IIISTALLUIG AND ORACING), PUULISHED BY TPI (1RUSS PLAIC OX -0 W t. TC LL 16.0 PSF REF R427--91525 BRACING. REFER TO HIB -91 (itAHULING WI 53)19), FOR SAFETY PRACTICES PRIOR TO �` INSTITUTE. 563 D'ONO FR IO DR.. SUITE 200. MADIS0H. PERFORMING THESE FUNCTIONS. UNLC SS O'i IICRWI SE INDICATE[, TOP CHORD SHALL II AVC PROPERI. Y• ATTACHED �Q� ' Z TC DL 10.0 PSF DATE 02/03/00 STRUCTURAL PANELS. BOI TOM CUORD SHALL HAVE A PROPERLY AITACIIEU RIGID CEII. ING. 7.0 PSF DRW IMVOftT AN FURNISH A COPY OF TII IS DES, GII TO TIIE ItI ST AL LA1l ON CONTRACTOR. ALPIIIE EHG IIIE EREU BC DL CAUSR42/ 00034026 PRM INC. SII All NOT 8E RESPl1NSIBLE FOR ANY DEVIATION FROM IIIIS DC SIGN; ANY FAILURE TO BUILD IIIE TNUSSES IN CONFORMANCE W1111 TPI; OR FABBICATING, HAIIUI.iNG, SHIPPING, INSTALLING AND E BC LL 0.0 PSF CA -ENG RDW/GWH A L P I N E BRACING OF TRUSSES. THIS DESIGN COLIFORMS WITH APPI.IC ADI.E PAOV ISIONS OF LIDS (NATIONAL OESI G II ,8$0-2002 SPECIFICA71ON PUBLISHED UY TILE AMERICAN FORESr AND PAPER ASSOCIATION) AND TPI. ALPINE Feb 03 2000 * T 0 T L D 3 3.0 P S F S E O N - 10642 7 CONIC CI ORS ARE MADE OF 20GA ASTM A653 GR40 GALV. S1 CCL, Ef CEPT AS IIOIED. APPLY CONNECTORS TO . . EAC 11 FACE OF TRUSS, AND UtII ESS OTIIERNISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER FA ,A UR AN 160 A-2. THE SEAL ON THIS DRAN UNG INOICAI ES ACCEPTANCE OF PR OFESSIONArY I. ENGINEERING CIVIL• �P' D U R FAC. 1.25 F ROM m d FROM Alpine Engineered Produces,II1C' CRSCPER OF IVIS 11oUlANETR CALIF Sacronlcnto,CA95828 COMpUNENTIFORYANYIPAR1ciY tlUIL01NGU1I511IHETRESPOISIOIIIIT'f OF IIIE OU111)DINf,IDESiG 01 SPACING 24.0" AMSI/IPI 11995 SECTION 2. (I-RITCHIE HOMES / 2656 - (pge) t5 47' tsc pge ) TOP CHORD 2x4 DF -L $1 :T3 2x6 DF -L #2: --10T CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard Lc3 L2ILATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. I10 PSF BC LIVE LOAD PER UBC. c`'.,10TE: THIS EXPOSED FACE OF THIS TRUSS IS DESIGNED TO SUPPORT 24" OUTLOOKERS AND STUCCO (10 PSF) ON ONE FACE. REFER -� DETAILS 3,027,999 FOR GABLE REQUIREMENTS. 0 W2.5X4 o W8X120 W3X6 7 W5X4 (R) aw 0 a 3X4 W2.5X4 0 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. SEE DWG GBLLETIN0699 FOR MORE REQUIREMENTS. (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE TC @ 24.00" OC. BC ® 72.00' OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. WARNING: FURNISH A COPY OF THIS ONG TO THE INSTALLATION CONTRACTOR. SPECIAL CARE MUST BE TAKEN DURING HANDLING, SHIPPING AND INSTALLATION OF TRUSSES. SEE "WARNING" NOTE BELOW. wW3X10 9951 W w3X4 a ------- z W3X6(BL) = W5X W 5 X 6 W 4 X 4 -, W3X6 - W3X6 0 7 W3X6(B2) 0-6-3 "7--S-- 6-0-0--J S 6-0-0--J 3 5 9 JUTTE COUNT N 18-0-07-6-7 17-e-12 6-3-8 B-6-8 8-6-8 1 23-4-4 46-8-12 Over 2 Supports =j ; � ��NG DEPART V Yi R-1667 W-3.5" R-261 PLF W-21-0-4PoP P R OV E n Note: All Plates Are W1.5X4 Except As Shown. PLT TYP. Wave TPI -95 R Desi n Criteria: TPI(STD 19 CA - 1 - - - F Scale =.125' Ft. O ••YARNING•• TRUSSES REQUIRE ISTRINE CAN[ IN fM0.1uT[O1, HANDLING, SNIPPING. INSTALLING AND 1EfE0. TD NIB -91 (tlAYDIlNG INSTALL INR AND O0.ACING), DU6l15MfD BY iPl (TRUSS PLATE Q ESS , TC LL 16.0 PSF REF R427--13906 O O BRACING. INSTITUTE, 503 D'ON.. aIO D0... SUITE 200, MADISON. WE 53719)• FON SAf(TI PRACTICES PRION TO THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED C ��' TC DL 10.0 PSF DATE 02117100 N PERFORMING STRUCTURAL PMELS. BOTTOM CNOAD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "tKPORTANT-• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 7 BC DL 7.0 PSF DRW CAUSR427 00048020 PRODUCTS, NYC. SNAIL NOT Bf RESPONSIBLE F00. ANY DEVIATION F0.0N THIS DESIGN; ANY iAIIUNE TO BUILD IN TRUSSES lA CORFOIMAN-f 91TH TPI; OR FABRICATING. HANDLING, SHIPPING. INSTALLING AND BC LL 0.0 PSF CA -ENG AEB/PBC ALPINE BRACING OF TRUSSES. THIS DESI6W CONFORMS WITH APPLICABLE PROVISIONS OF YDS (NATIONAL DESIGN AND TPI. ALPINE '* TOT.LD. 33.0 PSF SEON - 11284 pal C=3 C=3 Sf EC►F►CATION PUBLISHED BT THE AMERICAN FOREST ANO PAPER ASSOCIATION) AS NOTED. APPLY CONNECTORS TO * CONRECT00.3 ME "AD ' Of EDGA ASTM A653 GR40 6AL1. STEEL. EXCEPT EAC. FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSIIION CONNECTOR S PFR DRAWINGS 160 A•E. THE SEAL O1 THIS DRAWING INDICATES ACCEPTANCE Of PROFESSIONAL ENGIBEERING ` . DUR .FAC . 1.25 FROM and I �N.�,� p��,,,,.� •"!"'^'�6""^"^, _____M Inc. RES►OYSI6Il7TT SOLfIY fD0. TME T1U55 COMPONENT DESIGN SHOWN. IKE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPDWSIBILITY OF INE 601LOIAS DESIGNER, PER /, �` SPACING 24.D" S.cnmmlD.CA95829 ANS17TPI 1.1995 SIC7I01 2. (I.-RITCHIE HOMES / 2656 - t6 47' tsc ) TOP CHORD 2x4 DF -L #1 BBOT CHORD 2x4 DF -L #1 '_1 WEBS 2x4 DF -L Standard :Rt Wedge 2x4 DF -L Standard: a; PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. 110 PSF BC LIVE LOAD PER UBC. c --I C-3 "BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. Q THE TC OF THIS TRUSS SHALL BE BRACED WITH ATTACHED SPANS AT 24' OC IN LIEU OF STRUCTURAL SHEATHING. W3X40 W 2 . 5 X 4 0 W3X8 0 v W3X6 07 (A ca W1.5X4 1B a A ri. w 4 WM ia 4 c>~ C -t' W6X I -a W3x8 z W3X6(B1) ia c.� z w W3X8 m (A THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. WARNING: FURNISH A COPY OF THIS DWG TO THE INSTALLATION CONTRACTOR. SPECIAL CARE MUST BE TAKEN DURING HANDLING, ,SHIPPING AND INSTALLATION OF TRUSSES. SEE "WARNING" NOTE BELOW. .r W3X4 0 W2.5X4 W1.5x4 0 A) \ W (A 3X6 0-6-3 -j8-0-0 W5X6 W3X8 a W2.5X4 8 W4X6(82) a W4X61� z 1-4.0, 6-0-0 --- a- 18-0-0 11-0-0 17-8-12 -1-4- Q 6-3-8 8-6-8 8-6-8 23-4-4 �j WILDING DEPAR I M 46-8-12 Over 2 Supports I I R-1857 W-3.5" wl (8) 0dxl-1ne AHU26 w/ (8) lOdxl-1/2�IAILS in O� Q1� Truss �d$Y ate.. w/ (10)16d_COMMON_NAILS 1n Girder ip�N� a o Girder 1s (1)2x4 min. DF -L `- PLT TYP. Wave TPI 95 R Des1 n Criteria: TPI STD 19 CA - 1 F Scale =.125" Ft. O •YARNING•• TRUSSES IEOVIRE EXTREME CALE IN FABRICATION, MAIDLIIG. SNIPPING, INSTALLING AID INSTALl1MG AND BRACING), PUBLISHED BY TPI (TRUSS PLATE FESS/O,y TC LL 16.0 PSF REF R427--13907 O O BNACIN6. At,TO KTB•91 (HAIDLING IN ST IiUTE. SB) D'OMOfRIO Dl., SUITE 100, MADISON. NI 57119), FON SAFETY PRACTICES PRIOR TO FEIfCIMINO THESE FUHCTIOIS. URI ESS OTHENNISE INDICATIO, TOP CHORD SHALL HAVE PROPERLY ATTACHED w_ TC OL 10.0 PSF DATE 02/17/00 N STRUCTURAL PANELS, .0770- CNOND SNALL HAVE A PIOPERLY ATTACKED RIGID CEILING. ••IMPORTANT•• FURNISH A COPT OF TNIS DESIGN TO THE ]85TALlATIOM CONTRACTOR, ALPINE ENGINEERED fON ANY DEVIATION FROM THIS DESIGN: ANI FAILURE TO fff��� 7 ' BC DL 7.0 PSF DRW CAUSR427 00048010 '-'-' PRODUCTS. INC. SHALL NOT BE RESPONSIBLE BUILD THE TRUSSES IN CDNFDAMANCE KITH TPI; OR PADRICATIIB. NAHDLIIG, SNIPPING. IISTALIING AMDl BC LL 0.0 PSF CA -ENG AEB/PBC A L P I N E BRACIIG 0f TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE P0.0YIS(0N5 OF NDS (NATIONAL DESIGN ALPINE w SP EC If ICAI OI PUBLISHED DT TCL AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. CDNNECTORS TO * TOT. LD. 33.0 PSF SEAN 11286 [x CONVECTORS AAE MADE Of 20GA AST- A652 6R40 GAIN. STEEL. EICEPT AS NOTED. APPLY EACR FACE OF TRUSS. ANO DILLS$ OTHERWISE LOCATED ON TRIS OfSIGM, POSITION CON NECT00.5 PER INDICATES ACCEPTANCE Of PROFESSIONAL ENGIREUIN6 t DUR FAC 1.25 FROM Did I i- EnAlp pIOl1UC� o3da DRAWINGS 160 AQ. THE SEAL 01 THIS DRAWING IE SPOIS[BI IITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS CORPOIEIT FOR ANY PANT1COlAa BUILDING IS THE RESPONSIBILITY OF THE 6011D(MS OISIGNER. PER - . SPACING 24.0" $BCfaOldd,Od ANSI ITPI 1.1995 S(CT)0N 1. (I.-RITCHIE HOMES / 2656 - t7 47' ft comp ) TOP CHORD 2x4 OF -L #1 —BBOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. C1.I10 PSF BC LIVE LOAD PER UBC. THE TC OF THIS TRUSS SHALL BE BRACED WITH ATTACHED SPANS AT 24' OC IN LIEU OF STRUCTURAL SHEATHING. 0 z W2.5X4 0 W4X60 CIO1 W3X60 7 P- (A C=) W1.5X4 0\ (A) 11+ o w a W04 () N W4X 6 B z W3X6(B1) W3X8 = z w W3X8 s W2.5X4 -k-- (A (A W1.5X4 UI W3X8= W4X6 as THIS DNG PREPARED FROM COMPUTER INPUT (LOADS B DIMENSIONS) SUBMITTED BY TRUSS MFR. (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. DEFLECTION MEETS�.L/240.00 LIVE AND L/180.00 TOTAL LOAD. WARNING: FURNISH A COPY OF THIS DWG TO THE INSTALLATION CONTRACTOR. SPECIAL CARE MUST BE TAKEN DURING HANDLING, SHIPPING AND INSTALLATION OF TRUSSES. SEE 'WARNING' NOTE BELOW. BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. W2.5X4 0 W1.5X4 011-L 7 W3X6 0� W2.5X4 = W3X8 (B ) Em 18-0-0 I 11-0-0 I 17-8-12 Q 46-8-12 Over 2 Supports R-1997 W=3.5' R-1157 W-3.5' Is. N O PLT TYP. Wave TPI -95 R Design Criteria: TPI STD �•WARNING TRUSSES REQUIRE EATREME CARE IN FABRICATION, HANOI ING. SNIPPING. INSTALLING AND O BRACING. AEF(RTO NIB•91 ERANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE O INSTI ME. SOS 0OMOTH IO D0... SUITE 100. MADISON. UI 53119). FOR SAFETY PRACTICES PRIOR TO OPERFORMING THESE FUNCTIONS. UNLESS OTNEIWISE INDICATED. TOP CHORD SMALL HAVE PROPERLY ATTACHED N STRUCTURAL PABEL S. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. —IMPORTANT-' FU0.I ISM A COPT OF THIS DESIGN TO THE 1RSIALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SMALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO ---' BUILD INE TRUSSES 11 CONFORMANCE PITH TPI; 01 FABRICATING. HANDLING. SHIPPING, INSTALLING AND I=dAL PINE BRACING OF 7USSES. THIS DE1161 CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN 9-L3 SPECIIICATIO1 PUBLISHED BT THE AMEII CAN FOREST AND PAPER ASSOCIATION) AND Y►1. ALPINE W CONNECTONS ARE MADE OF TOGA ASTM A653 6110 GALV. STEEL. EICEPT AS NOTED. APPLY CORRECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED OH TOIS DESIGN. POSITION CONNECTORS PER ORANINGS 160 A, I. THE SEAL OO THIS .1.1X6 INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING Alpl��$IIIRI'C1) RESP0ISIBILITY SOLELY FOA TH( RUSS COM109[NT DESIGN SMOY1. THE SUITABILITY AND USE OF THIS $N�D� CA 95828 ANSIFTP.11 FOR 1.01 SECTION2. BUILDING IS THE RESPONSIBILITY OF INE BUILDING DESIGNER. PER 0-6-3 -A-8 0-0 dUTT E COUNI N SUILDING DEPAR i ME CA - 1 - - F Scale =.125" Ft. TC LL 16.0 PSF REF R427--13908 TC DL 10.0 PSF DATE 02/17/00 BC DL 7.0 PSF DRW CAUSR427 00048011 BC LL 0.0 PSF CA -ENG AEB/PBC TOT.LO. 33.0 PSF SEAN - 11291 DUR.FAC. 1.25 FROM and SPACING 24.0" -RITCHIE HOMES / 2656 - tB 47' ste ITOP CHORD 2x4 DF -L #1 --BBOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard LY7 `liPLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. a: X10 PSF BC LIVE LOAD PER UBC. c` -'-'THE TC OF THIS TRUSS SHALL BE BRACED WITH ATTACHED SPANS —AT 24" OC IN LIEU OF STRUCTURAL SHEATHING. 0 W2.5X4 0 W6X4(R) W3X6 0 (A v 7 r W2.5X4 0 Ta 0 C34 A 11. 0-0 W5X8 a rs3 W4X6 = W3X6 (81) W2.5X4 as W2.5X4 W z >a W5X6 Es z w W3X8- W3X4o W1.5X4 I THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. DEFLECTION MEETS L/240.00 LIVE AND L/380.00 TOTAL LOAD. WARNING: FURNISH A COPY,OF THIS DWG TO THE INSTALLATION CONTRACTOR. SPECIAL CARE MUST BE TAKEN DURING HANDLING, SHIPPING AND INSTALLATION OF TRUSSES. SEE "WARNING' NOTE BELOW. BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. I WU4 a 1 W3X6 7 W2.5X4 0 W3X8 m W5X8 Em W3X8!m W1.5X4 N 0-6-3 -A 8-0-0 7-6 W3X8(B2) m z 1-4-4-- - 9-0-0—;01 AJTTE CvVN1 f X'-' I� 18-0-0 _ J- _ 11-0-0 _I_ 17-8-12 J 37-5-4 46-8-12 Over 2 Supports Scale -.125"/Ft. REF R427--13916 DATE 02/17/00 DRW CAUSR427 00048018 CA -ENG AEB/PBC SEON - 11318 FROM and IR-1999 W-3.5" R-1155 H -Alpine AHU26 L"n wl w/ (10)IOd1COMMONAn NAILSInILS in uss rGirder C= Girder is (1)2X4 min. DF -L '- PLT TYP. Wave TPI -95 R Design Criteria: TPI STD 19 CA - 1 - F o C� C=:)PERFORMING CV ••WARN ING" TRUSSES REQUIRE EXTREME CARE IB FABRICATION, HANDLING, SNIPPING, INSTALLING AND BRACING. RIFER TO HIB -91 (HANDLING INSTALLING AND BRACING). FUOLISHEO BY TPI (TROTS PLATE INSTITUTE. SB3 O'OHOF Rio DR., SUITE 200• MADISON, WI 53)19). FOR SAFETY PRACTICESPRIOR TO THESE FUNCTIONS. UNLESS OTHERNISC INDICATED. TOP CHORD SMALL HAVE PROPERLY ATTACHED STRUCTURAL PARELS. BOTTOH CHORD SHALL SAYE A PROPERLY A77ACRIO RIGID CEILING. COPY OF THIS ALPINE IMPORTPRODUCTS OFOR6NANY THE �n c ESSlpe�w ��"f'�l �I( f� TC LL TC D L B C DL 16.0 10.0 7.0 PSF PSF PSF ALPINE FAILUAEENGINEERED OEVIA110HINSTALLATION ANINC. SHALLISH NOTABEE RESPONSIBLE THISTDESIGN; BUILD TME TRUSSES IN CONFORMANCE MITI TPI: OR FABRICATING. HANDLING, SHIPPING. INSTALLING AND BRACING OF TROSSE S. THIS OES16H CONFORMS .STH APPLICABLE PROVISIONS OF NOS (RATIONAL DESIGN yN 6i OC B C L L 0.0 PSF Inci C-3 AL„� C....:�Y.�.L p�1� Alpine Inc SPECIFICATION /TBL[SNED BYTHE AMERICAY FOREST AHD PAPER ASSOCIATION) AND TPI. AI PILE CONNECTORS ARE NADI OF 20GA ASTM A653 GIAO GALV. STEEL. EICEPT AS VOTED. APPLY CONNECTORS TO EACH 'ACL Of iR055. AND UNLESS OTNERYISE LOCATED ON THIS DESI6M. POSITION CONR[CTONS PER DRAWINGS 160 A•I-THE SEAL OX THIS OR AMIXG IYDICAIES ACCEPTANCE OF PRO'ESSIORAt ENGINEERING RESPONSIBILITY SOLELY FOR THE IRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPOIENT FON AT PARTICULAR BIII101 6 IS THE "SPUNSIBILITT OF THE BUILDING DESIGNER, PER AXSIITPI 1.1995 SECTION Z. It * C TOT. L O . 33.0 PSF D U R .FAC . 1.25 SPACING 24.0" Scale -.125"/Ft. REF R427--13916 DATE 02/17/00 DRW CAUSR427 00048018 CA -ENG AEB/PBC SEON - 11318 FROM and (I.-RITCHIE HOMES / 2656 - t9 47' step TOP CHORD 2x4 DF -L #1 cBOT CHORD 2X4 DF -L #1 WEBS 2x4 DF -L Standard N PLATES DESIGNED FOR GREEN LUMBER PER NOS -97 TABLE 7.3.3. n- 110 PSF BC LIVE LOAD PER UBC. cc" THE TC OF THIS TRUSS SHALL BE BRACED WITH ATTACHED SPANS Lr1, AT 24' OC IN LIEU OF STRUCTURAL SHEATHING. c 0 z W2.5X4 0 W4X6 0 C„' W3X60 E— 7 (A)(A ca W2.5X4 0 0 Ao. -0-0 W3X10 w W2.5X4 ® i W2X4 III W4X6 = z W3X6 (B1) >� cs W5X6 Em W THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. DEFLECTION MEETS=L/240.00 LIVE AND L/180.00 TOTAL LOAD. WARNING: FURNISH A COPY OF THIS DWG TO THE INSTALLATION CONTRACTOR. SPECIAL CARE MUST BE TAKEN DURING HANDLING, SHIPPING AND INSTALLATION OF TRUSSES. SEE "WARNING' NOTE BELOW. BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. 143X8 m W2.5X4 WU4 A) W3X6 44 ,7 W4X4(R) 4, (A) W1.5X4 lu �8-0-0 W3X8= W5X8= 1404110 W3X6(B1) o W1.5X4 BI w 1-4-0 z–�--,-9 - 0 - O ----j L�--6 - 0 - 0Y-=-0 T' L 18-0-0 _(� 11-0-0_ 18-0-0 f4 9-3-8 T 37-8-8 I 47-0-0 Over 2 Supports R-1771 W-3.5' w 0 PLT TYP. Wave TPI -95\R Design Criteria: BRAC 116. 1EFER TO HIO -91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE C� 1NST ITUTE.11 SO) D'ONOFRIO DR., SUITE 200. MADISON, NI $3119). FOR SAFETY PRACTICES PRIOR TO 0 PERFORMING THESE FUHCTIORS. UNLESS OTHERWISE INDICATED. TDP CHORD SMALL HAVE PROPERLY ATTACHED N STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. Lam- •IMPORTANT" FURNISH A COPY OF THIS DESIGN TO TME INSTALLATION CONTRACTOR. ALPINE ENGINEERED _ PRODUCTS, INC. SMALL NOT BE RE SPOT S EB LE FOR ANY DEVIATION FROM THIS DESIGN; ANT FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND NN ACING OF TRUSSES. TOSS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN CDC; ALPINE w SPECIFICATION PUBLISHED 61 TO[ AMERICAN FOREST AND PAPU ASSOCIATION) AND TPN. ALPINE CONNECTORS ARE MADE OF TOGA ASTM A663 GR40 QALY. STEEL. EXCEPT AS NOTED. APPLY CORRECTORS TO EACH FACE OF TRUSS, ANO ONLESS OTHERWISE LOCATED ON THIS 0ES1GN. POSITION CONNECTORS PFR DRAWINGS 160 4 •2. THF SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING Alpin p l cmd ProdUcU I= RESPONSIBILITY SOLELY FOR TIE TRUSS COMPONENT DESIGN SHOWN. THE SUIIABILITT AND USE OF THIS 4 CA.SBLTaID�lA 95819 COMPONENT FOR ANY PARTICULAR BOILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TF1 1.1995 SECTION E. R-1470 W-3.5' &J77E COUhII i M9iL@6NC3 DEPARTM APPROVE[ CA/ -/1/-/-/-/F TC LL 16.0 PSF TC OL 10.0 PSF BC OL 7.0 PSF BC LL 0.0 PSF TOT.LD. 33.0 PSF DUR.FAC. 1.25 SPACING 24.0" Scale =.125'/Ft. REF R427--13915 DATE 02/17/00 DR W ICAUSR427 00048017 CA -ENG AEB/PBC SEON - 11314 FROM and (I.-RITCHIE HOMES / 2656 - t10 47' ft comn ) TOP CHORD 2x4 DF -L #1 -BBOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard m PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. 10 PSF BC LIVE LOAD PER UBC. cc` -"THE TC OF THIS TRUSS SHALL BE BRACED WITH ATTACHED SPANS Lc-5AT 24' OC IN LIEU OF STRUCTURAL SHEATHING. 0 W2.5X4 0 W2.5X4 0 C,3 W3X6 0 7 r o W5X4(R) � (A o ' x n.. A W tZ w4X6 E_ z W3X6(B1) = W4X4(R) III W3X8- z ' w THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. WARNING: FURNISH A COPY OF THIS DWG TO THE INSTALLATION CONTRACTOR. SPECIAL CARE MUST BE TAKEN DURING HANDLING, SHIPPING AND INSTALLATION OF TRUSSES. SEE 'WARNING' NOTE BELOW. BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. I W3X8 a W2.5X4 s W4X6 s W3X6(81) z 1- 6-0-0--j 18-0-0 11-0-0 18-0-0 :5 I 47-0-0 Over 2 Supports I R-1709 W-3.5' � R-1532 N=3.5' o�. N, O PLT TYP. Wave TPI -95),R Design Criteria: TPI(STO) 19 ••WARHIMG— IRUSSES REQUIRE EXTREME CARE 1N FABRICATION, HANDLING, SNIPPING. INSTALLING AND �W C=:) BRAC ING. REFER TO 1118.91 (HANDLIRG INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE W C= 1.STITITE. SBS O'ONOFRIO OR., SUITE 200. HAD ISOM. NI 55719), FOR 5AFETY PRACTICES PRIOR TO C=� PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SMALL HAVE PROPERLY ATTACHED N STRUCTURAL PANELS. BOTTOM CHORD SNAIL HAVE A PROPERLY ATTACHED RIGID CEILING. y •'IMPORTANT•• FURNISH A COPT OF TOTS DESIGN TO THE INSTALLATIOR CONTRACTOR. ALPINE ENGINEERED stip PRODUCTS, INC. SNAIL NOT BE 9ESPONSIBLE FOR ANY OEFIATION FROM THIS DESIGN; ANY FAILURE TO N.3i '^ BUILD TRE TRUSSES IN CONFORMANCE YITM TPI: OR FASAICATING. HANDLING. SHIPPING. INSTALLING ANO ALPINE B&ACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF RDS (NATIONAL DESIGN A SPECIE IC AT OR PUBLISHED BY TNT AHEAICAII FOREST AID PAPER ASSOCIATION) AND TPI. ALPINE W CONNECTORS ARE MADE OF LD&A ASTH A655 GR/0 GAIN. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO M. ►ACE OF TRUSS, AND UILESS OTHERWISE LOCATED 01 THIS DESIGN, POSITION CONIEC70RS PER ` DRAWINGS 160 A -I. THE SCAT OH 'NIS CRANING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING Alpine QCCfYX)��, RESPONSIBILITY SOLELY FOA THE TRUSS COMPONENT DE51GN SHOWN. THE SUITABIIITV AND USE OF THIS CA 95828 CONPONEMT FDA ANY PARTICULAR BUILDING IS THE 4[SPOBSIDIIJTV OF THE BUILDING DESIGNER. PER AMSI"PI 1.1995 SECTION I. 7-10 I IMG DEPArRTMEN " APPROVE CA/ -/1/-/-/-/F TC LL 16.0 PSF TC DL 10.0 PSF BC OL 7.0 PSF BC LL 0.0 PSF TOT.LD. 33.0 PSF DUR.FAC. 1.25 SPACING 24.0' Scale -.125'/Ft. REF R427--13909 DATE 02/17/00 DRW CAUSR427 00048012 CA -ENG AEB/PBC SEAN - 11296 FROM and (I.-RITCHIE HOMES / 2656 - tll 47' ft comn ITOP CHORD 2x4 DF -L $1 --10T CHORD 2x4 OF -L $1 WEBS 20 DF -L Standard rn ILATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. r3. 110 PSF BC LIVE LOAD PER UBC. c"',INE TC OF THIS TRUSS SHALL BE BRACED WITH ATTACHED SPANS cl "r kT 24" OC IN LIEU OF STRUCTURAL SHEATHING. 0 z W2.5X4 00 W2.5X4 -0 ' W3X6 0 v 7 r (A A W5X4(R) 1% cw. ca w C14 V. -O W3X6(B1) W3X6 W4X6 = z in. W2X4 Ip W3X8 z w W3X8 a W2.5X4 0 X\\ (A W1.5X4 111 W3X8 W4X6 to THIS DWG PREPARED FROM COMPUTER INPUT (LOADS B DIMENSIONS) SUBMITTED BY TRUSS MFR. (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. WARNING: FURNISH A COPY LIF THIS DWG TO THE INSTALLATION CONTRACTOR. SPECIAL CARE MUST BE TAKEN DURING HANDLING. SHIPPING AND INSTALLATION OF TRUSSES. SEE "WARNING" NOTE BELOW, BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. W2.5X4 4o \X6,k l 7 W4X4 4b W2.5X4 W2X4 W3X6 (81) a -7- 0 _T_ z 1.: LA-8-12�,J 3I 1-41-4-0 � I 18-0-0 I_ 11-0-0 ,I_ 18-0-0 J COUNI i, 47-0-0 Over 2 Supports ALDING DEPARTMf R-1688 W-3.5' w R-1553 W-3.5" c- o PLT TYP. Wave TPI -95 R Design Criteria: TPI STD 19 CA - 1 - - F Scale =.125" Ft. •"YARNING•' TRUSSES 0.EOUIRE EXTREME CARE IN FABRICATION. NANKING. SNIPPING. INSTALLING AND wACEsW' TC LL 16.0 PSF REF R427--13910 O BRACING. R[/E0. TD MiB•91 (NANDl ING INSTALLING AMD BRACIN61, PUBLISHED BT TPI (TRUSS PLATE Q �Ir/i C� PERFORMING SBO DFUNCTION DR.. SUITE OTHERWISE MADISON, NI 80119), FOR SA((7T PRACTICES PRIOR TO ' T C D L 10.0 PSF DATE 02/17/00 C� PE0.F00.MING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL NAPE PROPERLY ATTACHED CV STRUCTORAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. S _ �- •; R DOLTS, INC. SMALLI NOTABEOOf SP0 SRI L9 FIS ORGMANY THE 0"IATIANILLATION FROM THISTDESIGN: ALPINE FAILUREENGINEERED TO BC DL 7.0 PSF DRW CAUSR427 00048013 BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. MANDLIHO. SHIPPINO, INSTALLING AND 'p BC LL 0.0 PSF CA -ENG AEB/PBC [� ALPINE BRACIAB OF TLUSSES. itllt O[S[6N COMFOAMS M.TH APPLICABLE PROVISIONS Of NDS (NATIONAL DESIGN C-.3 SPECI,.,AT10N PUBLISHED BY TM[ AME0.ICAN FOREST Atl0 IAP[0. ASSOCIATION) AND TP[. ALPINE Cs. CONOtCTORS All MADE OF FOGA ASTM A553 GRAD GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO * TOT. LO. 33.0 PSF SEON - 11299 EAC: FAC[ Or TRUSS. AND ONII SS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER C ORAWINGS 160 A, -Z. ThE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL (:61N(ER1:6 OUR. FAC. 1.25 FROM and AlpRES►O:SINILIIT SOLELY FOR THE TRUSS COMPONENT DESIGN SHO::. THE SUITABILITY AND USE Of THIS �� "O Inc.CONPORE:T FDA ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER u CA 95828 .."IT" 1.1995 SICTION 2. SPACING 24.0 (I.-RITCHIE HOMES / 2656 t12 47' ft conn TOP CHORD 2x4 DF -L #1 cBOT CHORD 2x4 DF -L #1 WEBS 2x4 OF -L Standard o N PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. I10 PSF BC LIVE LOAD PER UBC. cv, THE TC OF THIS TRUSS SHALL BE BRACED WITH ATTACHED SPANS AT 24' OC IN LIEU OF STRUCTURAL SHEATHING. CZ z W2.5X4 0 W2.5X4 0 W3X60 E� --3(A Q W4X40 r C=) x Es. A w C34 93�3 W3X4 = W4X6 E_ z W3X6(81) Ea z W2X4 1//W3X8 = w THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. WARNING: FURNISH A COPY OF THIS DWG TO THE INSTALLATION CONTRACTOR. SPECIAL CARE MUST BE TAKEN DURING HANDLING, SHIPPING AND INSTALLATION OF TRUSSES. SEE "WARNING' NOTE BELOW. BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. W3X8 W3X4 W2.5X4 4%, W3X6 e (A W5X4 4?s� W1.5X4 IH I43XB a W4X6 Ea W2.5X4 - W2.5X4 W3X6(B1) - 0 0 Z I -a.0_4 0-O3J 16 oa o 1 18-0-0 1_ 11-0-0 _L 18-0-0 J f % COUNI w 47-0-0 Over 2 Supports'I �L���� �E�ARTME ` R-1719 W=3.5' aR=1522 Wm3.5' 0 APPRO EF), PLT TYP. Wave TPI -95 R Design Criteria: TPI STD 19 CA 1 - - F Scale —.125"/Ft. ••WARN IKG— TRUSSES REQUIRE EITREME CARE 10 FABRICATION. HANDLING. SHIPPING, INSTALLING AND QFESS/Q, TC LL 16.0 PSF REF 8427--13911 C� BRACING. REFER TO HIO -91 (MANGLING 19STALLINS AND BRACING). PUBLISHED BY TPI (TRUSS PLATE �� _ INSTITUTE. SBS O'0XOIRIO DR., SUITE 200, MADISON, WE 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED TC DL 10.0 PSF DATE 02/17/00 N STRUCTURAL PANELS. BOTTOM CHORD SHALL SAYE A PROPERLY ATTACHED RIGID CEILING. 'VU N --IMPORTANT-- ►URRISN A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALVItlL LNBINEERED 5 BC OL 7.0 PSF DRN CAUSR427 00048014 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DISIGN; ANY FAIl04E TO ~ A L PINE BUILD THE TRUSSES IN CONFORMANCE WITH TPI: DR FABRICATING. NAIDLING. SHIPPING. INSTALLING AND 9 BC LL 0.0 PSF CA -ENG AE B / P B C BRACIMG OF TLUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROTISIONS Of HOS (NATIONAL DESIGN CmT-1 SPECI F3CATION POOIISMED BY IME AHEIICAI FOR MO PAPER ASSOCIATION) AND TPI. ALPINE .* [z. CONNECTORS ARE NA OF LOCA ASTM A653 6140 GALT. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO TOT. LD. 33.0 PSF SEAN - 11301 EACO FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED OM THIS DESIGN, POSITION CONNECTORS ►[R CALwL DRAWINGS 160 A-1 - tWE SEAL 01 TN1S DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING S�SY D U R .FAC . 1.25 FROM nld �t,,ProNCSPONSIBILITT SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE Of THIS "'L'm �.�9 Inc, COIEPONENT TOl ANT PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PEISaciEvocnicSPACING 24.0" 5929 ANSI/TPI 1.1995 SECTION 2. (I.-RITCHIE HOMES 1 2656 - tl3 47' ft COIBn ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 DF -L #1 (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. C3BOT CHORD 2x4 DF -L #1 WEBS 2x4 OF -L Standard DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. cl�IPLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. WARNING: FURNISH A COPY OF THIS DWG TO THE INSTALLATION a CONTRACTOR. SPECIAL CARE MUST BE TAKEN DURING HANDLING, I10 PSF BC LIVE LOAD PER UBC. SHIPPING AND INSTALLATION OF TRUSSES. SEE "WARNING" NOTE BELOW. r`"', -,-,THE TC OF THIS TRUSS SHALL BE BRACED WITH ATTACHED SPANS BUILDING DESIGNER 1S RESPONSIBLE FOR CONVENTIONAL FRAMING. Lr AT 24" OC IN LIEU OF STRUCTURAL SHEATHING. 0 W3X4 0 W3X8 Ea W2 .5X4 A W2.5X4 0 W2 .5X4 W3X6 0 WU6 0 C -D7 r (A) \A) n 7 W4X4 b c, W5X4 0 A) (A 0 a w .8-0-0 W2.5X4 = W4X6 WI. 5X4 UI WUB EEa W3X4 W2X 1% _ W3X6(B1) Em W2. 5X4 0 W3X8 W4X6 sm W3X6(B1) g z .w Z 1-4-2-1-4-1L<-0-0-ft.�o TE CjOUN i V d I 18-0-0 I 11-0-0 _I_ 18-0-0 J I 47-0-0 Over 2 Supports - -1 R-1545 W-3.5" � R-1696 W-3.5" APPROVED ti. 0 PLT TYP. Wave TPI -95 R Design Criteria: TPI STD 1 CA/ -/l/ -/- - F_ Scale —.125'/Ft. C� •BRACT G. MG USSES TO HID -91 1tE EXTREME CARE 11 (HANDLING INSTALLING ALAND BRACING). PUBLISHED By TPI INSTALLING PLATE �.QVE TC LL 16.0 PSF REF R427--13912 N= INSTITUTE. $BN O'ONOFRIO DR.. SUITE 200. MADISON. HE S3719). FOR SAFETY PRACTICES PRIOR TO oPERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED TC DL 10.0 PSF DATE 02/17/00 N STRUCTURAL PANELS. BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. '•IMPORTANT^ FURNISH A COPT Of THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 'O BC OL 7.0 PSF DRW CAUSR427 00048015 PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO W 5 9 --' BUILD THE TRUSSES IA CONFORMANCE WITH TPI: OR FABRICATING. HAAOLING. SHIPPING. INSTALLING AND O[ BC LL 0.0 PSF CA -ENG AE8/PBC I=C;A L PINE MERIC NRACING Of TRUSSES. THIS DESIGN CONFORMS PITH APPLICABLE PROTISIOMS OF NDS (NATIONAL DESIGN w SPECIFICATION PUBLISHED BY TME AMMAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE is COECTORS ARE HADE A ASTM A65S U4O GALT. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO * TOT.LD. 33.0 PSF SEON - 11303 EACHNNFACE OF TRUSS. AND UNLESS OTNENYI SE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER DRAWINGS 160 A•1. . THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING D U R .FAC . 1 .2 5 FROM Ind in p�,,;��a pmd�m I=. RESPOMSIB II ITV SOLELY FOR THE TRUSS COMPONENT DESIGN SROYt. THE SUITABILITY AND USE OF THIS ^•Y '�'6��"'�^'•,w�9S�$NONPOYENT FOR ANT PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER SPACING 24.0` ANSI/TPI 1.1995 SECTION 2. ___ _ c� N N Ci. C"'� C"'3 Lfj 0 z (I: KllL.nit mymtz, / e0no - L19 w I I. Gglull F TOP CHORD 2x4 OF -L #1 BOT CHORD 2x4 DF -L #1 WEBS 2x4 OF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. 10 PSF BC LIVE LOAD PER UBC. THE TC OF THIS TRUSS SHALL BE BRACED WITH ATTACHED SPANS AT 24" OC IN LIEU OF STRUCTURAL SHEATHING. W2.5X4 0 W3X8 as W2.5X4 0 n11T CIIGMTTTCn DV TOIICC MCD (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. WARNING: FURNISH A COPY OF THIS OWG TO THE INSTALLATION CONTRACTOR. SPECIAL CARE MUST BE TAKEN DURING HANDLING, SHIPPING AND INSTALLATION OF TRUSSES. SEE "WARNING' NOTE BELOW. BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. W2.SX4 W3X6 � ,7 4!2.5X4 0 W3X6-0 7 r (A) A) W4X40 A) W5X4(R) 0 MM W3X6(B1) W3X41s W06 VIA .5X4 Ul YJ . = W4X4= W3X6(B1) _— W2X4 W3X8 Ea W4X6 s W2X4 0 'Z!:2c 0.0x1 X5-3-4�a 0 I 18-0-0 I 11-0-0 I 18-0-0 _1 47-0-0 Over 2 Supports J R=1565 Wm3.5" R-1675 W=3.5" K ILOING rDEPARWR4: F"ROVE 1 PLT TYP. Wave TPI -95 R Design Criteria: TPI STD 19 CA - 1 - - F Scale =.125" Ft. •"WARN ING•• TRUSSES RE40I1E EITREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO RIB -91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 503 O'OVOFRIO DR.. SUITE 200. MADISDN. MI 53710). FOR SAFETY PRACTICES PRIOR TO PEAFOPJII I6 THESE FUNCTIONS. UNLESS OTN(RYISE INDICATED. TOP CNOID SMALL HAVE PROPER►t ATTACHED ��,pFES TC LL TC DL 16.0 10.0 PSF PSF REF 8427--13913 DATE 02/17/00 STRUCTURAL PANELS. BOTTOM CHORD SHALL BATE A PROPERLY ATTACHED 11610 CEILING. •'IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATIDN CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TAOSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING. SHIPPING, INSTALLING AND L1 BC DL BC LL 7.0 0.0 PSF PSF DRW CAUSR427 00048016 CA -ENG AEB/PDC A L PINE BRACING OF TRESSES. THIS DESIGN CORFOIMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPLCIFICAIIOI PEOLISMED by THE AMERICAN FOREST AND PAPER ASSOCIATION) MO TPI. ALPIRE CONNECTDRS ARE MADE DF 20GA ASTM ASS) 6140 GALE. STEEL. EICEPT AS NOTED. APPLY CORRECTORS TO * TOT. LD. 33.0 PSF SEON - 11305 ��� ;cIft EACH FACE OF TRISS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER CRAVINGS 160 A•1. TME SEAL ON TRIS DIAWING IHOICATES ACCEPTANCE Of PROFESSIONAL ENGINEERING RESPONS I BTLITY SOLELY FOR THE TRUSS COMPONEVT DESIGN SNOVR. TMI SUITABILITY AND USE OF THIS COMPONENT FOA ANY PARTICULAR BUILDING LS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1.1995 SECTION 2. C D U R . FAC . 1.25 FROM and SPACING 24.0" -RITCHIE HOMES / 2656 - [pge] t15 47' pge ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. 1ITOP CHORD 2x4 DF -L #1 :T4 2x6 DF -L SS: --..OT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard C" `lI'LATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. 110 PSF BC LIVE LOAD PER UBC. C`''.,IOTE: THIS EXPOSED FACE OF THIS TRUSS IS DESIGNED TO SUPPORT Lr� 24" OUTLOOKERS AND STUCCO (10 PSF) ON ONE FACE. REFER DETAILS 3.027,999 FOR GABLE REQUIREMENTS. O z (K) 2x4 DF -L #2 FULL BLOCK. ATTACH BLOCK TO THE TOP CHORD WITH 2X4 ALPINE PLATES @ 24'oc. THROUGHOUT PLUS HEEL PLATES AS SHOWN. W3X10 W2.5X4 0 W2.5X4 0 H T4 c� 7 r o W3X6 1 A) (A) m A// ] 1 w z W3X6(81) W2.5X4 s W4X6 = 934 W3X4 = CZ) W3X8 z w SEE DNG GBLLETIN0699 FOR MORE REQUIREMENTS. (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE TC @ 24.00' OC, BC @ 72.00" OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. WARNING: FURNISH A COPY OF THIS DWG TO THE INSTALLATION CONTRACTOR. SPECIAL CARE MUST BE TAKEN DURING HANDLING, SHIPPING AND INSTALLATION OF TRUSSES. SEE "WARNING" NOTE BELOW W2.5X4 W3X4 III W2X4 m W4X6 C-1-1 1-4-0- 34-8-4 J W3X6 s (K) 8-0-0 W3X6 = 0H (B1) (--5 -10 - 6-4 1-4-0 18-0-0 1 11-3-0 I 17-9-0 J 47-0-0 Over 3 Supports j R-1047 W-3.5" R-350 PLF W-12-7-8 R-221 W-4" C=) Note: All Plates Are W1.5X4 Except As Shown. PLT TYP. Wave TPI -95 R Design Criteria: TPI(STD 1 •-WARN 186— TRUSSES REOUIRE EXTREME CAN( 11 FABRICATION. HANDLING. SHIPPING. INSTALLING AND - C=:)BRACING. REFER TO HIO -91 (HANDLING INSTALLING AND BRACING), PUBLISHED 81 TPI (TRUSS PLATE` O IAS71TU It. S93 O'ONDFRIO DR.. SUITE 200, MADISON, VI 57119). FOR SAFETY PRACTICES PRIOR TO O PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED CV STRUCTURAL PANELS, BOTTOM CHORD SMALL MAY( A PROPERLY ATTACHED.RIGID CEILING. R•j •IMPORTANT" FURN ISM A COPY Of THIS DESIGN TO TN( INSTALLATION CONTRACTOR. ALPIRE ENGINEERED C: "PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY OEYIATION FROM THIS DESIGN; ANY FAILURE TO W v BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SNIPPING, INSTALLING AND [NL ca ALPINE OIAC186 OF TRUSSES THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN E C-3 S►EC IF.CATION PUBLISHED BI THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNEC702S ARE MADE Of 200A ASTR A6S3 GR40 DALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND U 3 ISS 0,HERYISI LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-1. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF FROFXSSIORAL [N6IMEERINO IRC Engineered PrAlpoducts, IuG NESPOtS I21LITY SOLLLT FOR TM( TRUSS COMPONENT DESI61 SNOYN. THE SUITABILITY AND USE OF THIS CA ac COM►ONERT F R ANT ►AAIICULAN BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSIrTPI 1.1995 SECTION 2. T/5 Af m- Co ILDING DEFARP, .APPROVE CA - 1 - - F Scale -.125"/Ft. TC LL 16.0 PSF REF R427--13914 TC DL 10.0 PSF DATE 02/17/00 BC DL 7.0 PSF DRW CAUSR427 00048024 BC LL 0.0 PSF CA -ENG AEB/PBC TOT.LD. 33.0 PSF SEAN - 26747 DUR.FAC. 1.25 FROM and SPACING 24.0" (R.12656-RITCHIE HOMES / 2656 - T16 38' COMN ) THIS DWG PREPAR171) I`ItOM C0M1'Il'I'[R INP111 (LOADS R DIMENSIONS) S11IIM1'1 fED BY 1RIISS MFR. TOP CHORD 2x4 DF -L #1 (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. BOT CHORD 2x4 DF -L #1 14EBS 2x4 DF -L Standard DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. "WARNING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION, IIANDLING, SHIPPING, INSTALLING AND I. NG( AC53710),PUB SSAEEBY 10 PSF BC LIVE LOAD PER UBC. TC PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. PSF REF R427- -91537 IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE TC @24.00" OC ADDITIONAL LOADING ----------------------------------------------------------- PER TRUSS MANUFACTURER TC - 80 LB Conc. Load at 10.50, 12.50 W3X4/ W7X6(R) /// WZ.5X4 = WJxd= "- — WZ.5X4 W3X8(B1) W2.5X4 = W3X8(81) 1 7 - 0 - 7 4-2- 10-3-9 8-0-0 1 b f Pµ �� 'LDIN ®EPAR EN." 38-0-0 Over 2 Supports {{� R=1444 W=3.5" R=1380 W=fl'- P R OV E PLT TYP. CA 1 R - Scale =.1875" Ft. Wave TPI -95\R Design Criteria: TPI STD It "WARNING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION, IIANDLING, SHIPPING, INSTALLING AND I. NG( AC53710),PUB SSAEEBY I w �ti� TC LL 16.0 PSF REF R427- -91537 L :NG(TRUSS �OMOPRIO E�OLU yF i I11UWBR IINSIITUf E .RE5B3 DFER OHt1Ar1SUO TE 200?AI1A0I Ofl PR ACTICCSPR IORAfO 9� TC DL 10.0 PSF DATE 02/03/00 PERFORWING 1IIESE FUNCTIONS. UNLESS Ol'IIERWISE IIIUItATEO, IOP CHORD SIIALI. II AYE PROPERLY ATIACItEO STRUCTURAL PANELS, BOTTOM CHORD SHALL BAVI A PR OPRIY ATTACHED RIGID CEILING. [III[ (�P "IMPORfANT' rUHNISII A COPY OF I'OIS DESIGII TO INSIAI.I.AIION CONIRACIOR. ALPINE rNGIBCERE I) BC DL 7.0 PSF DRW (:AIISIt427 00034040 PHODUCIS, INC. SNAIL NIII UC RESPONSIBLE FOR ANY OCVIAIION PROM TIIIS DESIGN; ANY rA11URf 'f0 to 5 5 BUILD IIIE TRUSSES 111 CONFORMANCE WAIT TPI; OR FABRICATING. HANDLING, SHIPPING, INSTALLING BC LL O.O PSF CA -ENG RDW/GWH BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF LIDS (NATIONAL DESIGI SPECIFICATI Ort PUBLISHED UY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE b Q 3 200 Q 7ALPINE CONNECTORS ARE HAD OF 20GA ASTM A653 GR40 GAI,V. STEEL, EXCEPT AS NO 0. APPLY CONNECTORS TO e >k * TOT. LD. 33.0 PSF SEAN - 10678 Engineered Produces, Sacram n1o, CA 95828 Inc. CAC It FACE OF 1NUSS, AIIU I1N LES UT ILEA NI SE LOCATED ON I I D[SIGN, POSITION CONNECTORS PER DRAWINGS 160 A-2. IIIC SEAL ON THIS DRAWING I11 ICAIES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBAlpine COMP ONENTTIED ANLITY YLPARIICUI.A0.ELY FOR CBUILOITRU SSNGOISOTIENE TRESP017SIBESIGN I SHOWN. OF lliE BUILDBNGIOESIGNEflSEPER TI115 ANSI/TPI I• ", Sr CTIBN z. l�, CIVIL \P 81114 I IFD�a D U R . FAC . 1.25 FR0M m d SPACING 24.0 ' (rc,lcbbb-KI ILnit nUf9tJ / cbbb - INIitj 1/ Jd- NGt ) I I I I J UPIU ['It I: PAI(LD IHIIM LUPIVIJItN INI'UI (I. OAOb n DIPIt Nb]ON N) Ml BPI IIItD BY IRIIJZ> P1I'If. TOP CHORD 2x4 DF -L #1 :T2, T5 2x6 DF -L #2: SEE D14G GAB98117 FOR ADDITIONAL REQUIREMENTS. BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. THIS TRUSS IS DESIGNED TO SUPPORT 24" OVERHANG AND SIDING LOAD NOT TO EXCEED 10 PSF TO ONE FACE OF TRUSS ONLY. LATERALLY BRACE INSET TOP CHORD BY ATTACHEMENT TO NAILER AT EDGE OF LOWER ROOF DIAPHRAM, OR WITH PURLINS 24" OC. W5X6 (R) III W2.5X4 % W2.5X4 0,- W3X6(B1) = W 2 X 6 % wcAo W3X6 B1 W4X6 = ( ) 10-3-9 8-0-0 [!�- 0 1 6 0 17-0-7aUTTE 1 4-2-9 I 16-9-0 I WUN Y E 38-0-0 Over 2 Supports �'BING ®EPARTME - R=445 PLF W=6-3-8 APPROVED R=445 PLF W=6-3-8 Note: All Plates Are W1.5X4 Except As Shown. PLT TYP. l•lave TPI -95 R Design Criteria: TPI(STD) lg$ CA ]. R - Scale =.1875" Ft. WARNING•* TRUSSES REO U IRE EXTREME CARE IN LADRICAT109, IIA TNG, SHIPPING, INSTALLING AND ORAL I TIG. RE 1.Ell 1'0 1110.91 (II ARMING INSIMLING AND BRACING), 1'UI11 IsueD BY IPI (TRUSS PI All. O�.D W. F` TC LL 16.0 PSF REF R427- -91538 INSTIIUIL', 50O U'U11UfRI0 Illt., SIII TI: 200, MAUI SIIH, HI 1:1719), I'UR SAfl.i'Y PILACI-ICES PRIOR Ill �� PFftf UH111 NG TIIESC fUNG1 IONS. UNLL'SS UIIICR"ISE INDICATEU, IOP CIIORU SIIALI. HAVE PROPERLY AIIACIIEU UiP �j CZ TIC DL 10.0 PSF DATE 02/03/00 STRUCTURAL PANELS. BOf TON CHORD SII AIL. RAVE A PROP CR I.Y AT'IACUCII RIGID CE11.:IG. (n "I MPOIL IAN I'• 11.1.11 I'LL A CUI'Y 01 IVIS III SI GN lU IIII' IIISIAI I AHOM CONIRACI UTI. ALI'INL INGIREI(I.1) BC DI_ �.D PSF DRW (.AIlSIt4%/ DOO.l.4 D41 I'RUDLICI S. INC. SLLAII NJ) I It:: lIII S I•ILNSIIIII IOR ANY UI.VIAI IIIN INON IVIS III SI GN; ANY I'All11111 111 fj UIIIID III[ IHIISS[S IN t:UNI IIRMAtICL NI III 'IPI: lIN I'AIIR ICATI NG, IIANUI.IHG, SIIIPPItIG, INS, AILING AMI ALPINE URACING OF TRUSSES. TILTS UESIf,N CUHfORM$ HI1u APPLICAB f PROVISIONS Uf NOS ("A"UIIAI. UESIGI BC LL 0.0 PSF CA ENG RDW/GWhI SPCCIf'll' Al'IOII PU8I ISIIEU BY fllE AMEN ICAN IUHCSI A110 PAPER ASSOCIAI ION) Atli) TPI, Al, PIHf Feb 03 2000 CIINNLC TORS ARI' MATH: Of ?OCA ASIN A65.3 f,R4O GAL V. SII LI CicrrI AS NOVO. APPIY CONNI.ClORS 10 * * TOT. I_D. 33.0 PSF SEON - 10683 I ACII I'ACI. 111 INL41'::. Atli) 111111 SS' 01111'll"I:;L IUCAIIU Oil 'ALIS Uf S1GN, VOSI I ION CUNNI CIORS 1'1'14 DRAWINGS 160 A 7. IIIL SLAT UN IVIS IIRAMING 111MICAILS ACCI'111MOi1 01 PRU11.SSI0NAl. CNGIt11.1.1 sT CJVIt- __``�Q' OUR . FAC . 1.25 FROM and RL'SPONSIBIL IIY SUI.tIY fflR IIIC TRUSS f.OItP Oil l' DESIGN Sit WN' IIII SUITABII.IfT' ANU (ISE LIF 11115 �%4j l AlpilttiarnluMgCAr7582gs, Inc. COMP011INI IDR ANY PARI Ir.UTAll UUIIOIIIG IS fill' RCSPONSIBn IIY UI' IIII' RIIII1)ING DESIGNER, I•fit �OFCALIF�� AILS I/0'1 1.1991, St Cl file 2. SPACING 24.0"( This safety alert symbol is used to attract your attention! PERSONAL SAFETYISINVOLVED! When you see this symbol - BECOME ALERT - HEED ITS MESSAGE. ACAUTION: A CAUTION identifies safe operating { practices or indicates unsafe conditions that could result in personal injury or damage to structures. HI13-91 Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES ° Itis the responsibility of the installer(builder, building contractor, licensed contractor erector or erection contractor) to prooerlyreceive, unload, store, handle, install ano brace metal plate connected wood trusses to protect life and property. The installer must exercise the same high degree of safety awareness as with any other structura< material. TPI does not intend these recommendations to be interpreted as superior to the project Architect's or Engineer's design specification for handling, installing and bracing wood trusses for a particular roof or floor. These recommendations are. based upon the collective experience of leading technical personnel in the wood CAUTION: The builder, building contractor, licensed contractor, erector or erection contractor is advised Ato obtain and read the entire booklet "Commentary and Recommendations for Handling, Installing & Bracing Metal Plate Connected Wood Trusses, HIB - 91" from the Truss Plate Institute. DANGER: A DANGER designates a condition where failure to follow instructions or heed wam- ing will most likely result in serious personal injury or death or damage to structures. WARNING: A WARNING describes a condition JA where failure to follow instructions could result in severe personal injury or damage to structures. TRUSS PLATE INSTITUTE 583 D'Onofrio Dr., Suite 200 Madison, Wisconsin 53719 (608)833-5900 truss industry, but must, due to the nature of responsibilities involved, be presented as a guide forthe use of a qualified building designer or installer. Thus, the Truss Plate Institute, Inc. expressly disclaims any responsibility for damages arising from the use, application or reliance on the recommendations and information contained herein by building designers, installers, and others. Copyright ® by Truss Plate Institute, Inc. All rights reserved. This document or any part thereof must not be reproduced in any form without written permission of the publisher. Printed in the United States of America. CAUTION: All temporary bracing should be no less than 2x4 grade marked lumber. All connections should be made with minimum of 2-16d nails. All trusses assumed 2' on -center or less. All multi -ply trusses should be connected together in accor- dance with design drawings prior to installation. `TRUSSS;TORAGE.- CAUTION: Trusses should not be unloaded on rough terrain or un- even surfaceswhich could cause damage to the truss. ACAUTION: Trusses stored horizontally should be supported on blocking to prevent excessive lateral A CAUTION: Trusses stored vertically should be bending and lessen moisture gain. braced to prevent toppling or tipping. eWARNING: Do not break banding until installation DANGER: Do not store bundles upright unless begins. Care should be exercised in banding re- 11A properly braced. Do not break bands until bundles JA WARNING: Do not lift bundled trusses by the111Aprohibited. DANGER: Walking on trusses which are lying flat bands. Do not use damaged trusses. is extremely dangerous and should be strictly Frame 1 Up to 24' 1 3/12 8' 1 17 1 12 Over 24' - 42' 1 3/12 7' 1 10 1 6 Over 42'- 54' 3/12 6' 1 6 1 4 Over 54' 1 See a registered professional engineer Ht'- Hem -Fir SPF - Spruce-Pine-Fi Diagonal brace also required on end verticals. Top chords that are laterally braced can buckle together and cause collapse if there is no diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins 2q• are attached to the topside of the top chord. PLUMB i i i Truss De th 12 �3or e greater ��6 e, \ \` /Cel All lateral braces lapped at least 2 trusses. Continuous Top Chord Lateral Brace Required 1/ 10° or Greater -4e Attachment Required AWARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A P i D(in) i I I Lesser of D/50 or 2" Maximum Plumb Misplacement Line 12" 1/4" 1 1' 24" 1/2" 1 2' 36" 3/4" 3' 48" 1 " 4' 60" 1-1/4" 5' 72" 1-1/2" 6' 84" 1-3/4" 7' 96" 2" 8' 108" 2" 9' BOW L(in) L(In) U200 L(ft) 50" 14" 4.2' 100" 1 2" 8.3' 150" 3/4" 12.5' L(in) Lesser of L/200 or 2" L(in) U200 L(ft) ;, 200" 11" 16.7' 250" 1-1/4" 20.8' 300" 1-1 /2" 25.0' OUT -OF -PLUMB INSTALLATION TOLERANCES. OUT -OF -PLANE INSTALLATION TOLERANCES. DANGER: Under no circumstances should AWARNING: Do not cut trusses. A construction loads of any description be placed on unbraced trusses. Frame 6 r.,... Continuous . . Top Chord TOP CHORD Required [ 4TOP CHORD DIAGONAL BRACE MINIMUM LATERAL BRACE SPACING (DBS;:.. SPAN DEPTH SPACING(LBs): #trusses :i. .. .:..,. :...: .. .. ......... ......... :: SPF/:H F.I.R. U to 32' are attached to the topside of the top chord. 30" 8' 16 10 Over 32'- 48' 42" 6' 1 6 4 1 Over 48'- 60' 48" 5'1 4 2 Over 60' See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir ,,PSI L The end diagonal brace for cantilevered trusses must be placed on vertical webs in line with the support. 2x4/2x6 PARALLE Continuous TRUSS Top Chord .....C Required Top chorda that are laterally braced can buckle togetherand cause collapse if there isno diago- 10• nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. All lateral braces lapped at least two trusses. End diagonals are, ss�tial for stability and must be du`plibaW both ends of the -truss system. =45° Attachmer Required 20'(DB 10 russes SI i� SPF�hF� 2 O.C. `e96 g2 01 WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A Top chords that are laterally braced car buckle togetherand cause collapse if there lone diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord whenlpurlins are attached to the topaide of the top dhord. All lateral / 1—,— braces lapped at least two trusses. 0450 End diagonals are es ntial for stability and must be dup 1 on both ends of the truss system Frame 5 30° or greater Continuous Top Chord Lateral Brace Required I 10• or Gre later Attachment Required Trusses must have lum- ber oriented in the hori- zontal direction to use this brace spacing. Tag Line WARNING: Do not attach cables, chains, or hooks to the web members. 1AWARNING: Do not lift single trusses with spans greater than 30' by the peak. ° MECHANICAL. /61Oess or less �pp I-Aroximately Approximately Tag '/uss length '/z truss length Line Truss spans less than 30'. Lifting devices should be connected to the truss top chord with a closed-loop Strongback/ Spreader Bar attachment utilizing materials such as P SpreaderBar slings, chains, cables, nylon strapping, Toe In Toe In etc. of sufficient strength to carry the weight of the truss. Each truss should be set in proper position per the building designer's framing plan and held with Approximately the lifting device until the ends of the k to Y3 truss len th truss are securely fastened and tempo_ Less than or equal to 60' 1,rary bracing is installed. Spreader Bar Toe In Approximately 1/2 to iia truss length Less than or equal to 60' Tag Line Toe In Tag Line At or above mid -height Tag Tag Line Line Typical horizontal tie member with multiple stakes (HT) Frame 2 jtruse of braced group oftruaaes (EB) CAUTION: Temporary bracing shown in this summary sheet is adequate for the Installation of Atrusses with similar configurations. Consult a registered professional engineer if a different bracing arrangement is desired. The engineer may design bracing in accordance with TPI's A Recommended Design Specification for Temporary Bracing of Metal Plate Connected Wood Trusses, DSB-89, and in some cases determine that a wider spacing is possible. Typical horizontal tie member with multiple stakes (HT) Frame 2 jtruse of braced group oftruaaes (EB) 12 4 or greater M Top chords that are laterally braced can buckle tog ethers nd cause collapse if there is no diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. =45°J i i DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir Continuous Top Chord All lateral braces Lateral Brace lapped at least 2 Required trusses. —� 10' or Greatler _ L Attachment Required 3Z of tress WARNING: Failure to follow these recommendations could result In severe personal injury or damage to trusses or buildings. A Up to 28' 1 2.5 1 7' 1 17 1 12 Over 28'- 42' 3.0 6' 9 6 Over 42' - 60' 3.0 5' 5 3 Over 60' See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir art• Continuous Top Chord. a00� ti ey �Q TOP CHORD ; y�i QQ� Lateral Brace -� TOP CHORD DIAGONAL BRACE; �ry MINIMUM LATERAL BRACE SPACING (QBE SPAN' PITCH SPACING LB #.trusses ...i 10° or Greater Up to 32 4/12 81 20 15 Over 32'- 48 4/12 6 10 7 Over 48'- 60' 1 4/12 L 5' 6 4 ��]� Over 60' 1 See a registered professional engineer =45°J i i DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir Continuous Top Chord All lateral braces Lateral Brace lapped at least 2 Required trusses. —� 10' or Greatler _ L Attachment Required 3Z of tress WARNING: Failure to follow these recommendations could result In severe personal injury or damage to trusses or buildings. A Up to 28' 1 2.5 1 7' 1 17 1 12 Over 28'- 42' 3.0 6' 9 6 Over 42' - 60' 3.0 5' 5 3 Over 60' See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir art• Continuous Top Chord. a00� ti ey �Q Top chords that are laterally braced can buckle y�i QQ� Lateral Brace -� All lateral braces �ry Required lapped at least 2 trusses. 10° or Greater Attachment \ Required , o i. a� res s =45° r, Frame 3 12 5 60 4' art• a00� ti ey �Q Top chords that are laterally braced can buckle y�i QQ� fogetherandcauaecollapseifthereisnodiago- bracing. Diagonal bracing be nal should nailed �ry to the underside of the top chord when purlins are attached to the topside of the top chord. 12 -� 4 or greater DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir 9 ssP�Ce� 00� L15 Bottom chord diagonal bracing repeated L�6 at each end of the building and at same spacing as top chord diagonal bracing. All lateral braces lapped at least 2 trusses. AWARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A Cross bracing repeated at each end of the building and at 20' Intervals. GREGORY A.. PEITZ. ARCHITECT 383 RIO LINDO AVE., CHICO CA 95926 (916) 894-5719 Structural Calculations For.: BUTTE C<, APPROVED LOAD SUMMARY Wind Analysis Normal force method, exposure B, 75 mph wind speed P=CeCgQs1 WALLS P=.62*1.3*14.5*1.0=.0117 ksf@ 15 ft. -P =.67 * 1.3 * 14.5 * f.0.= .0126 ksf @ 20 ft. P=.72*1.3*14.5*1.0=.0136 ksf @25 ft. P =.76 * 1.3 * 14.5 * 1.0=.0143 ksf @ 30 ft. ROOFS 2:12 TO LESS THAN 9:12 .P =`:61* t 0_*..;14.,5..*_1.0 = :009:. ksf .@--•15 ft: P =.67 * 1.0 * 14.5 * 1.0 =.010 ksf. @ 20 ft. P =.72 * 1.0 * 14.5 * 1.0 = .071 ksf. @ 25 ft. P =.76 * 1.0 * 14.5 * 1.0 = .011 ksf @ 30 ft. ROOFS 9:12 TO 12:12 P=.62*1.1*14.5*1.0=..010 ksf@ 15 ft. P =.67 * 1.1 * 14.5 * 1.0 = .011 kst @ 20 ft. P=.72* 1.1 *14.5* 1.0=.012 ksf @ 25 ft. P =.76 * 1.1._*,14.5-.* 1.0 = .012 kst @ 30 ft. Seismic Analysis Static Method V = 2.5 Ca (w) . = 2.5 *.36 = ..1636. (w) @ plywd.'shear walls R-..... .5.5 V = 2.5 Ca (w) = 2.5 * .36 = .20 (w) @ plaster'and'gyp. bd. shear walls R 4.5 Gravity Loads ROOF LOADS: 10 psf dead load + 16 psf live load = 26 psf total load FLOOR LOADS: 10 psf dead load + 40 psf. live load = 50 psf total load WALL LOADS: 12 psf @ 3-coat plaster exterior walls; 8 psf @ interior walls; 10 psf @ exterior walls with 1-coat.stucco or siding MGM �-F to (t -)W A4 , M, I Iz- -75 rz twr ak 4>- Cq 1 /3,,2-/ AAs tz o cr -77/, o�-R-� �`dl.- = C� 8-�-z t r, �) Cao) �- Cq) C ��) = 2 9 � !fit o % '� � ► 3 e�9 i — ���Z s��).C� zl�� / � - � 7, 2...:.'� 7e, Z 4 = .97- "-4 e4 67WA18lor 4�0e 4ZW,,4�1 Oda 03 10 Vii/ I 14 1 �s I 14,E () 7 V`-16 ?Q --016 PLANNING MISSION- BUILDINGP 1 8 PRROOVVAL use: Date: Parking: Landscaping: Other Signature: Q r. I r . ! Area-- er Wit. Water Su • Water Surface met W mace Area Sq.Ft. DESIGNER.oM9ne.,, c►sa.. Widh Perimeter n. Ft ` --umer ueDns .e/ conc rete Sq:Ft: `. Dirt haul � Concrete arr Iti�nal rlm fi Preparation o-fpDol siteJ►•/ r n f_ BUYER'S RESPONSIBILITY _ ANCHOR OWNER APPROVAL .. [/ 7 — o BUTTE COUNTY •OWNER'S?INAME:...C/?f 1. Accurately identify propert�tyy lines and easements. . The pod' bcatbn, dimensions, equipment pad, Iight(s , light switch(es), locations shown herein have been discussed with me and I approve them for construction. Everything'discussed is shown and there are no verbal A' n D IV I S I Ot�l B U I LD I F V V ADDRESS ' 7 - ` ` 2. Establish elevation of pool the day of dip. 3. To supplywater service with sufficient pressure and volume for construction agreements. itisunderstoodthatanyaddtlonsorchangeswillnecessitateachangeorder,andmayinvohreane)&a dlarge. I understand that Aquarius pools is not responsible for damage to concrete, sprinklers, lawns, and'other �___� APPROVED CITY HOME PHONE: STAT ZIP: OFFICE PHONE: andpool operatton. 4. Wet own gunite and decks twice daily for seven days. 6. Fences to meet local codes, to be self dosing and self latching. ot�stades in access. I understand that Aquarius pods is not responsible for drainage beyond the pod site. ,� ,,/�� 'THOMAS BROS. MAPS PAGE TEF. gates 6. Do not tum on pool equipment or pod light when pod is empty. 7. To provide grading and drainage away from pod.sfte unless provided for by contract. Date Buyer's Signature ;---- I""r.� CITY OF: COUNTY OF 8. Comply with local safety codes. ACCESS ELEVATION aILE - B st WER �� uGHT ® swlrcH T SWEEP DECO SPA 3 WAY CUP TRS SOLAR — — nLE RISES 0— ei 4 POOL N.T.S. ARROW nFli FITTING I DRAIN_ _ JET VALVE 1' „ '