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HomeMy WebLinkAbout030-110-046039-220-046 01-0781 RICHARD SEHORN TRUST ' 5�KLORTON PARK DR. CHICO CONT: RMS BUILDERS NEW SF W/GARAGE COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDI DIVISION • 7 County Center Drive • Oroville, California 95965 • Telephone (530) 8-7541PERMI .NO. (Rev. 12/96) APPLICATION AND PERMIT , ��� ASSESSOR PARCEL NUMBER 039-220-046 ZONING A20 BUILDING PERMIT OWNER RICHARD SEHORN TRUST TELEPHONE 345-1067 SO. FT. OCC. BUILDING VALUATION 2$35 R-3 153 0 . OWNERS MAILING ADDRESS 822TEAGARDEN CHICO CA 95928 1104 U 19 872.00 cDNAME RMS BUILDERS TELEPHONE 429 C 5,577.00 CONTRACTORS MAILING ADDRESS 946 QIT-Col GA 95927 CO RU O N Fireplace A 1, 500. UF - LENDER'S MAILING ADDRESS Total Valuation $ 180.039.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 923.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 599-95 BUILDING ADDRESS S LORTON PARK DR. CHI Energy Plan Checking Fee $ 23.00 $ PERMIT FEE $ 1.565.95 LAT NO: SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF R Duplex ❑ Mobilehome ❑ Other PECWater s'� Each Trap 11 7.00 8[F.00 Solar or heat pump water heater 23.00 piping 15.00 15.00 Each gas water heater or vent 1 15.00 15.00 TYPE OF WORK New R Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NEW SF WITH GARAGE Gas piping system 1- 5 outlets 1 15.00 15.00 Building sewer 1 15.00 15.00 Mobile Home IS I G W (020.00 PERMIT FEE S164.00 ELECTRICAL PERMIT Filing Fee 20.00 Main Service 200, oR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in i I force and effect. // � License Class Lic. No. l,5 q�� 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. ❑ 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 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 Main Service tow TO 1000A 46.00 46.00 NEW CONST. ( DWEWNG UP. '•j, rjQso 137.K ORADO MUAiTDICOtTTLES.T NoREBIDCONS. @7.50 a 9OINWG�LE oPmET C R. EX. OCCU OUTLET OR FIXTURES 200 SAL O I.00 .50 Ex. Occup. o.ED '(g='.)0ER&_L 1 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE $ 203, $] MECHANICAL PERMIT Filing Fee 20.00 Heating 15 115.00 W.00 Cooling15.00 Hood 6.50 6.50 Ventilation PERMIT FEt $ 86.50 Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I® I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. t )CLt�F X �%S l t� �.e t �- S S� j►�vLKS Date Y'� -d / _ Signature of Applicant - ❑ Owner Contractor ❑ Agent An OSHA permit is required for excavatio s over 5'0" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00 occ R 3/U CONST. TYPE SIN TOTAL FEE $ 2 066.32 I p poo R rpt X PA.K 1t D Issu 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 JDate. PERMIT EXPIRES ON 2� O 0 Receipt No. 700.67 WHITE-D.D.S.-B.D. CANARY -ASSESSOR N R GOLDEN ROD -APPLICANT I COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (530) 538-7541 PF (Ray.t2/98)' APPLICATION AND PERMIT � a2RMIT ASSFSSonrAReawMeaIns,?-- �d/� � ��/ :nom _ BUILDING PERMIT awNeR l / `l TEvo*p"e SO. FT. I OCC. i BUILDING VALUATION owNFR�109-A9-5 12-3 1 0� 7 es9uere Ae6RF8F --4_ _ n /� . n _ _ ... [,A--RCHrMCT S (/NSTRNCTICH LEMIM MOtS MAKM ADDRM HITECT OR EIIOU®1 OR FNOMMIS MALM ADORFA A �z LOT NO. sueonecrrs PARCEL MAV USEOFSTRUCTURE -7-0,29Al 1 FA Duplex ❑ MobBehome ❑ Other erecsv TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other J❑.� Describe Work[ CX- �vv i3�o,� 135 9. Us Ex. Occup. ovnEr oR Forums Ex. Occup. ov �rr �rc.�Fn 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 PERMIT FEE Ii MECHANICAL PERMIT I Fling Fee 1 20.00 Coolln tS ! 1 -- WA Hood 8.50Sa Ventilation Mobile Home Installation Fee I $ 1. Energy Inspection Fee IS • Ob (,{ CO•H9TA`I' TOTAL FEE LL , ; HALL Cor Pre, d HD 6SUE This permit Is here y Issued under the applicable provisions of the Butte County Code and/or Resolutions to do work Indicated above for which fees have been paid. I By Date PERMIT EXPIRES ON PERMIT FEE $ Fire lace 1500-W ELECTRICAL PERMIT Total Valuation $ 20.00-1 Main Service Filina Fee S 20.0C Permit Fee O S 48.00 Plan Checking Fee S owFui+o oxua. 6 ACC. BLD8. Energy Plan Checking Fee $ 13,� MULTI- V ) .o...rI .��e.Y L $ 145-60 S. S PERMIT FEE i PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 lei Solar or heat pump water heater 23.00 Water piping 15.00 , o0 Each gas water heater or vent 15.00115 Gas piping system 1 - 5 outlets 15.00 s , Building sewer 15.0011 Mobile Home I S I G W 020.00 Ex. Occup. ovnEr oR Forums Ex. Occup. ov �rr �rc.�Fn 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 PERMIT FEE Ii MECHANICAL PERMIT I Fling Fee 1 20.00 Coolln tS ! 1 -- WA Hood 8.50Sa Ventilation Mobile Home Installation Fee I $ 1. Energy Inspection Fee IS • Ob (,{ CO•H9TA`I' TOTAL FEE LL , ; HALL Cor Pre, d HD 6SUE This permit Is here y Issued under the applicable provisions of the Butte County Code and/or Resolutions to do work Indicated above for which fees have been paid. I By Date PERMIT EXPIRES ON PERMIT FEE $ ELECTRICAL PERMIT I Fling Fee 20.00-1 Main Service o0 o.R LE. 23.00 Main Service 2-A To 1—A 48.00 NIM CONST. OR ADONS. owFui+o oxua. 6 ACC. BLD8. 3.50s NON�RFSID. MULTI- V ) .o...rI .��e.Y L C?a 7.50 -11 Ex. Occup. ovnEr oR Forums Ex. Occup. ov �rr �rc.�Fn 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 PERMIT FEE Ii MECHANICAL PERMIT I Fling Fee 1 20.00 Coolln tS ! 1 -- WA Hood 8.50Sa Ventilation Mobile Home Installation Fee I $ 1. Energy Inspection Fee IS • Ob (,{ CO•H9TA`I' TOTAL FEE LL , ; HALL Cor Pre, d HD 6SUE This permit Is here y Issued under the applicable provisions of the Butte County Code and/or Resolutions to do work Indicated above for which fees have been paid. I By Date PERMIT EXPIRES ON COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 s` PERMIT APPLICATION DATA SHEET /l OWNER:54LASSESSOR PARCEL 0 3 9_ 09� v_ v(4V0 Proposed Building Use: Building Inspector: Date: — t I At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: Date Received . By 111. All items have been submitted. 02. Plot plans, 3/4 sets, signed by the preparer of plans. ------------------------------------------------------------ ❑�gmineered ete plans, 3/4 sets, sign the prepare& of plans. ---------------------- - - --- ----- Yl ftemcl' plans, 3/4 sets, wi t signature on p ans. 1 engineering must be shown o ans.-------- L''1 ►'► '' `� . Engineered truss details and layout in duplicate (required prior to plan review) No faxesEl 6. Energy Design Compliance and supporting documentation. ---------------------------------------------------- ❑7. Statement of Intent for Non -Heated and A/C Buildings. ❑ 8. Hazardous Material Form. ------------------------------------------------------------------------ ❑ ufactur 0.:ed dHome data and install2ation instructions including Tie Down Specifications. Zpact fees as shown on the attached schedule.! ❑ 12. California Department of Forestry plan approval/fees. 1113 / Flood elevation certificate. -----------'�--------------------------------- OSanitation and plot plan approval 0—" Health Department. ❑ 15. City of Chico plumbing permit. --------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs. --------------------------------------- ❑ 17. Planning approval for (A) Use: 0 �,'_ (B) Parking: ------------------- ❑ 18. Contact Land Development about ❑ Improvements, ❑ DrainagLegal Parcel. ----------------- ❑ 19. Encroachment Permit for driveway (construction approval prior to oc upancy)- --------------------- 1320. Pre -inspection for required. Request to Building Inspector on ❑21. Contractor's license information. (Number, Name Style, Classification). 022. Workers' Compensation carrier and policy number. ----------------------- 023. Owner -Builder Verification (Given to owner ❑, Mailed to owner ❑). - 2eL�tter of signature authorization. -------------------------------------------- Recorded copy of Agricultural Acknowledgment Statement. -------------- 026. Letter of intent on building use. ---------------------------------------------- ❑27. Manufactured Home utility clearance. ----- ❑28. Existing violations and/or expired permits. ly --a,5 (1 P q4� (Date) 9 ❑433 A, ❑Grant Deed, ❑ M.H. ITIittle, ❑ Check to H.C.D" �$ .--------------- ther: pCa ��1 �,n Q C�--4�c.c �_o — N u,JICvwi C ------- When you issu t ro s as follows ❑Mail to owner, ❑Mail to contractor. ' ` ATelephone V9 "q31 Z and hold for pickup at . ❑ Deliver with inspector.f S"Gn !' V l.ew/ J O p1i phcan �'" _ Date: Copy of Haz-Mat form -sent O Health D . artment, ❑ Fire Department, ❑Air oll do ate: By: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Oth ate: By: 1. Index permit application for the above items numbered: Ian Check List 2. Additional items required: / Contractor, designer, owner, was advised of the above required data by &✓phone, � m ' , ❑ BuilAing Division counter, by ate: - V Contractor, designer, owner, was advised of the above required data by ❑ phone, GWnail, ❑ Building Division counter, by ► C Date: / O j 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 aboveuired data by 13 phone, ❑ mail, ❑ Buildin i Sion counter, by Date: Plans reviewed by: Date: Plans approved by: Date: Sets of plans on hold 11h ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. i 1� JMF: ECT: Building Department Environmental Health Sanitation Clearance H. USE 0 Y Plot 4.—. W. ed Floor Plan A hed Sent to B.C.%_-0 F /% Owner Location AP# Plan Approved for: Sewage Disposal i,-- Water Supply: Public Private Well Li Clearance for dwelling. Other z of f nal for: �J�fil/s �r�[/�� l%l� ��®i/C� S��i�?rte✓ Final clearance O.K. for: NOTE: Environmental Health Specialist 8/96 4-&4,Z Date COUNTY OF BUTTE. DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 SCHEDULE OF FEES DUE OWNER J 1 A. P. #035_X6—n(-t(0 PROPOSED BUILDING USE J �. DATE R CEI # DATE REC DING PERMIT FEES 2(, -- Balance Due ................ $ �(! -- Additional Fees Due ........... $ -- Additional Fees Due ........... $ -- Revised Plan Checking Fee ....... $ 2 SCHOOL DISTRICT FEES ,(paid at District Office) 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) . x = $ #Units Amt. Commercial (sq.ft.) .. x =$ Sq.Ft. Amt. 5. RECREATION DISTRICT FEES (paid at District Office) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 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 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�ehang d during the plan checking process. DATE L/ — I / —n 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) -rt ,..,.. ... _..'tiT ,. ,.- _.,y.N..� ,�}"'�+,i^•' 'Mr"x „ ,_..,�„��r ,.,....,.w..�.�.,.-y..., "+.,_ .... y...- r�t,�..'"x Mn ti . _v' � + -w BUTTE COUNTY PARRS DEVELOPMENT FBS CERTIFICATION FORM CHICO AREA RECREATION AND PARR DISTRICT Assessor Parcel Number(s) 0-59— Property -5!"Property Owner Project Location/Address 30 IS I_yr1yn I atle— �Y Subdivision LQ Y h n �)6" Lot Number(s) Residential Development: (check one) New Development _Alteration/Addition _Mobilehome(s) _Non -Residential to Residential Total Number of Dwelling UniYts Comment: Building Depa 't ent Repre ent tive Date *x*�**x�r�*rr�r�r�r���rrrvrxrr�r,r�r�rrr�rx�r•x�rx,t�rvr�r,�*�r�r�r,r,rrr�r�rvr�rrr�r�r*,r,r�r*vrvr,��rrr�r�r�crt�r�r��r�crt�rw�r Chico Area Recreation and Park District(CARD) certifies that (Applicant Name) (Phone Number) ot, % AV @ . (Street Address) (City) (State) (Zip Code) has complied with the -requirements f of #Butt C6. Re'soltf ion +�No . 90-x,140 r by, r payment for dwelling units @ $1,189 for total payment of $�'� LK" ,. Eku_� �1� CARD Representative Q PAID BY CHECK NO. REMARKS: BANK NO. f� PAID BY CASH RECEIPT NO. Distribution White --Applicant Yellow --Butte Co. Building Dept. Pink --CARD 07/2Godenroc--Ci•... of Ch:coTEauildin 1De t. :.•ir zrn,.�Q park.fee (form revised 11/90) ti BUTTE:COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) School District C lj(i%1 P Building Department No. A.P. Number "� 04/6 Jurisdiction:I' � City County c� � Property Owner ki a cd �r 1 ori i Property Location/Address Subdivision L JOY -4V71 i)Cybt- Lot No. Residential Development :..........:..................................................................................... Q Sq. Footage A8�s No of Living Mobile Home Addition/ 'Supplemental to (Group R) Units Installation Conversion Permit # .................................................................. '(No foundation inspection): L.J .. Commercial/Industrial � /, ut tt 0 . Sq. Footage New Addition (Including Exterior Roofed Areas) % 0/. Za- Building Department Representative Date trioor vans reviewed oy acnooi uisinct rersonneq District Identification No. Z V V9 -School District certifies that �ir ! y 1 1 1, -. (Applicant) o -2, (Street Address) (Phone Number) (City) IStatel (Zip Code) has complied with the requirements of Resolution No. y by payment of $ �/ r y representing square feet. AB 2926 : i FULL MITIGATION S School District Repre ntative . n , Date Paid by Check # Remarks: Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 660201a), within 90 days from the date fees are paid. Failure to submit is timely written protest will prohibit ' you from challenging the imposition of the fees in any courtaction. 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 (CEGAI, this project may be subject to additional.sch'ool fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.xls 110/981dmm AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95%5 COPY of Document Recorded 23 -Jul -2001 2001-0032355 Has not been compared with original BUTTE COUNTY RECORDER AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDEN'T'IAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included,within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, plunnig, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared'to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: Date - �-� -"Z'' �') PROPERTY O RS: 16 La State of California County of Su -TM On ALt- l 2-3 ;"x00 i before me, personally appeared i C A. tA _ - , - personally known to we (or proved to me on the basis of actory evidence) to be the personWwhose nam ubscrlbed to the within instrument and acknowledged to me that executed the same inPK#bgir authorized capacityCvio, and that by Is er/their signature( on the instrument, the person(i),or the entity upon behalf of which the person(4 acted, executed the Instrument. WYPNESS hand an offil seal David J. Dalton gignatu Seal: Comm: 91160052 XOTARV PUBUCG CALIFORNIA 0^^ BUTTE COUNTY l�I Comm. Ezp. Cct. 31.2001 U A.P. # b 3 C(- 2 Z. " ` ©y 6 L: ORDER NO. BU -172444 TB DESCRIPTION n. THE LAND REFERRED TO IN THIS REPORT IS SITUATED IN THE STATE OF CALIFORNIA, COUNTY-OF'BUTTE, AND IS DESCRIBED.AS.FOLLOWS: PARCEL I^ PARCEL- 3, AS SHOWN ON . THAT CERTAIN PARCEL MAP,....RECORDED IN THE OFFICE O:F: THE RECORDER;.OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, `.ON- JULY 12 1.982, IN "BOOK 88 OF MAPS, AT PAGE(S) 97 AND 98. RESERVING THEREFROM A NON—EXCLUSIVE EASEMENT FOR INGRESS AND EGRESS AND FOR PUBLIC UTILITIES AS SHOWN ON SAID MAP. PARCEL II A NON—EXCLUSIVE EASEMENT FOR INGRESS AND EGRESS AND FOR PUBLIC UTILITIES OVER PARCELS 1 AND 2, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON JULY 12, 1982, IN BOOK 88 OF MAPS, AT PAGE (S) 97 AND 98.. GENERAL CONDITIONS 1. It is understood and agreed that the County has prior right to the use of its rights of way. It is further understood and agreed by the Permittee that the doing of any work under this permit shall constitute an acceptance of all the provisions contained herein and failure on the PemiiQee's part to comply with any provision will be cause for revocation of this permit Except as otherwise provided for public agencies and franchise holders, this permit is revocable at any time. This pernit is to be on job at all times while the work is being done. 2. Ali work shalt be done subject to the supervision of and to the satisfaction of the Public Works. Department of the County of Butte. The Permittee shall, al all times, during the progress of the work, keep the County Highway in as neat and clean a condition as is possible and upon completion of the work granted herein, shall leave the County Highway iris thoroughly neat dean, and usable condition. 3. The Permittee agrees by the acceptance of this permit to properly maintain any encroachment placed by the Permittee on any part of the County Highway and to immediately repair any injury to any portion of the highway, which octans as a result of the enc oadvnent urd such time as the Permittee may be re8eved of the responsibility of such encroachment by the County Department of Public Works. 4. It is further agreed by the Permittee that whenever construction. reconstruction, or maintenance work upon the highway may require On installation provided herein shall, upon request of the County Department of Public Works, be immediately moved by and at the sole expense of the Pemuf<ae. No material used for fill or backfill in the construction of the encroachment shag be borrowed or taken from within the County right of way. 6. At least one lane of any public road, under the jurisdiion of the Board of Supervisors of Butte County, and other public roads junctioning or intersed ing therewith, shall be kept open for travel by the general public at all times. No public road under the jurisdiction of the Board shall be dosed to travel by the general public without special permission, in writing, from the Board of Supervisors. T. The Pemtitiee, by the acceptance of this permit, shag assume full responst'btldy for all liability for personal in)ury or damage to properly wfkh may arise out of the work herein permitted or which may arise out of the failure an the part of the Pwnfte to do the work provided for under this permit. In the watt any daim of Bich liability is made against the County of Butte or arty department official, or employee thereof, the Permittee shall defend, indemnify. and hold them and each of Own harmless for such Gain. 8. Ali excavations shall be baddlled and compacted immediately after work therein hes been completed. Trenches shall not be left open farther then 300 feet in advance of pipe laying operations or 200 feet to the rear thereof, unless otherwise permitted by the Engineer. Unless otherwise permitted under the Special Conditions, backfill shall be place and mechanically compacted in such a manner that the relative compaction throughout the entire fill within the County mad right of way shall conform to the peroertage of compaction as stated below. Permittee shall notify foreman 24 hours before backfilfing and/or paving. The relative compaction from the bottom of excavation to a plane five feet (5) below finish surface grades shall be no less than ninety percent (90%) as determined by Test Method No. Cafif. 216.0 of the Materials and Research department State of California, Transportation Department Division of Highways, or other approved test method. The relative compaction from a place fire feet (5') below the finish surface grade to said finish surface grad shall be no less than nintely4ve percent (95%) as determined by the above testing method. Permittee shag bear a9 costs and responsibility for compaction tests. Material for use as trench backfill in any existing or proposed roadway section shall be sand, shall be place in 8'. Fft, and be compacted to a relative compaction of not less than 95%. Material for use as backfill in roadside gutter excavations shall be the native material and be compacted to a relative compaction of not less than 90%. Any pavement cutting shall be scored, or saw cut before trenching. Minimum depth of cover over all underground fadlities shall be 30 inches. except drainage culverts. AO installations, parallel with roadway, shall be placed as dose to the righ:14- ray One as possible. No pordon of the baddill(s) shelf be compacted by ponding orWrtg. AO pavements, cabs, gutters, sidewalks. borrow ditches. pipes, headwaOs, road signs, trees, shrubbery, and/or outer permanent road facilities impaired by or as a result of construction operations at the construction site(s), or at other gmund(s) occupied by materials and/or equipment, shall be restored immediately upon baddflirg or the excavation to the original grades and cross sections. and to a condition as goos as, or better that, existed prior to the construction. AO surfacing mated of roadways and driveway approaches cut or damaged by or as a result of construction operations. shall be replaced within ONE WEEK fotlowag the baddNng of excavation, weather permitting, with compacted layers of wfacing materials at least as thick as the existing, and no less than two inches (21 of asphaft concrete over eight inches (e1 of aggregate Dace, aotxirding to aimerd CaO[omie State SpOdCaUors. Whenever necessary to secure permission from abutting property owners, such au ft* must be secured by the Permittee prior to starting wok 10. The future safety and convenience of the traveling public shag be given every consideration in the location and type of &natnucbm Permittee shat cause to be placed. erected. and maintained all warming signals, rights. barricades. signs, and other devices or measures essential to safeguard travel by the general public over and at the site of work authorized herein. 11. If the corsbudion wok covered by this permit is to be done by a private contractor hired by the applicant applicant shalt notify contractor as to the spedal conditions and requirements contained herein. LAN REVIEW RESPONSE FORM In order to expedite the review of jr plans` Please complete the foUowing inf000n and return this form with your m„sub this form is not complete, as to all correction items, we will not be able to &Capt your resubmittal for review. Them Must mta response to awry item requested in our plan oortection letter. "By other' is not considered a valid response. pleaseis & response to each item and the location where the information can be found on the plans/calcs. �� ATTACH THIS FORM TO A COPY OF YOUR PLAN REVZEW LUM AND RENRN WTM REVISED AND ORIGIN pLo OWNERS NAME GATE: ASSESSORS PARCEL NUMBER PERMIT NUMBER 0322d^a�(o RESPONSE FOR PLAN CHECK LETTER DATED: 1-117ci y /" mod/ PLAN CHECK ITEM N RESPONSE BY: LOCATION ON PLANSICALCS: COMMENTS: LOCATION ON PLANSICALCS: PLAN CHECK ITEM !i RESPONSE BY: LOCATION ON PLANSICALCS: / (�O d �- � COMMENTS: i• -t e� oto ter/ Ca.14<1-1 �/a/ f "lc Cli2. p /^Dry "i oa o C.v 1, TION ON May 1, 2001 Richard Sehorn Trust 822 Teagarden Chico, CA 95928 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Parcel Number: 039-220-046 Building Permit Number: 01-0787 This office reviewed building plans for the permit application referenced above. The plans examiner's comments are listed in Part I below. Please respond in writing to each comment in Part -I by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Indicate which detail, specification or calculation shows the requested information. Additional response information is included on the response form. Your complete and clear response will expedite the recheck and approval of this project. If more than one party is responsible for plans, all party's must respond on the PLAN REVIEW RESPONSE FORM. PART -I Provide additional information and/or make revisions to plans, specifications and calculations as follows: 1. North arrow on plot plan is shown incorrectly. Correct orientation of the structure is 270 degrees West. Please revise energy calcs for correct orientation. In addition, 27.5 square feet of glass area missing from energy cals, 10.5 for kitchen window and 17.5 square feet at kitchen near dining room. Revise energy calcs accordingly. 02. Section of roof over kitchen area is not shown on truss layout and is not detailed on roof framing plan as stick framed. What is construction for this area. The truss layout also shows jack trusses and the series G trusses as sitting on bearing walls or beams on either side of the kitchen area but the plans do not reflect this condition. Please have the architect review the truss layout and provide a letter that he has reviewed and approved the truss package per these conditions and per his lateral design. Trusses supporting mechanical units must be designed for these loads 3. Review of the building plans by the Butte County Building Division engineer has not been completed at this time. Any additional comments from the engineer will be addressed in separate correspondence. Plan check will continue upon receipt of all of the above items. Additional comments may be generated from your response above where the plan documents were incomplete, inconsistent or i�olap S1bNE1rIS� �4�1�� CALL S, rc=> t- r;) C--)Y2-t,----X. 170�-Vz— 5 not adequate to depict covompliance.. If you wish to discuss anoquirements, you may contact me at (530) 538-7541 between 1:00 P.M. and 4:00 P.M., Monday through Fridays. The items identified below must be submitted prior to permit issuance. These items were noted at the time of permit application on the PERMIT APPLICATION DATA SB EET. 1. Complete and return your park impact fee form. 2. Pay balance of building permit fees of $1365.65 3. Complete and return your school impact fee form. 4. Pay Sheriffs fees of $360.00 5. Provide a recorded copy of your Agricultural Acknowledgment Statement. Sincerely, Martha Christy Plans Examiner cc: RMS Builders Greg Peitz APPLICANT: OWNER: PERbM h A.P.h WORK DESC 1'InC -ECT PROCESSING RECORD IMMO DTE DESCRIPTION OF STEP Lon e (IN e41 pv d 0 5. Z C� J alYtn Ueck - rovuk la -- Al U -}'r. poi � � b i (�Vi�i,��' ByP� ►�"��"�ir bed.r�-a-rh T--(� RESIDENTIAL PLAN REVIEW GUI.DE SINGLE FAMILY, DUPEEXAND MISCELLANEOUS ONLY Owner: COY l�Ji'Y1 Building Permit Number: Of —07E? Plans Examiner. r A P. Number: .0J1 GENERAL: _ ....... Zoning requirements – (number of permitted living units). Building permit valuation. Plans signed by the designer. Proper description of work on the application. Existing violations on the property. Recorded notice of violation. PLOT PLAN: 1. Complete parcel size and dimensions. 2. Setbacks, side yard, easements, etc. Other buildings or structures. Grading, fills and/or drainage. Flood hazard Special conditions on Parcel Map (Noise, SRA, Fire Sprinklers, fees). FAU & FAS road setback. Water Tender, Traffic and Drainage Building or utilities across lot lines (record form). FLOOR PLA.N: Plans and specifications drawn to scale with dimensions and of sufficient clarity (Uniform Building Code section 10.6.3.3). 10% of natural light and 5% of ventilation (Uniform Building Code section 1203). ,a Egress windows (Uniform Building Code section 310.4). Skylights (Uniform Building Code section 2409 & 2603.7). 1Y Glazing in Hazardous locations (Uniform Building Code section 2406). Required room sizes and ceiling heights (Unifora Building Code section 310.6). ,y GFCI in baths, garage, kitchen, wet bar; and exterio'receptacles (NEC 210).- ,K. 0):X .. Prohibited locations of gas water heaters (Uniform' Plumbing Code 509& 1213.5). Af Prohibited locations of gas heating` e4uipmeiit'(Unifoi n Mechanical Code 304.5). Garage fim all separation - rec�ptired on garage sidee mclading suppoiting walls and posts (Uniform . Building Code section 302.4 exception #3): �Y. Wood stove location - Alcove clearance (UMC section 205 confined space & 223 unconfined space). . Smoke detectors (Uniform Building Code section 310.9:1). y3. Water closet clearances (Uniform Plumbing Code 408.5). . Sho%ver compartment minimum 1024 sq. in. & 30" circle (Uniform Plumbing Code 412.7). Page 1 of 2 STRUCTURAL DETAILS: S ' ( n f . 1. Conventional constru s_ ed buil (Uniform Building Code section 2320. .4). 2: Standard bracing engineered esi (Uniform Building Code se�kion 2320.11.3). Clerestory requiring Dori ring and/or engineering. XThree story building requiring engineered calculations and plans. 5 Foundation plan complete enough to construct building. 6. Floor construction details complete enough to construct building. 7 Elevations and wall construction details complete enough to construct building. p 8. Roof construction details complete enough to construct building. -- �. c.� 6-Y-i &_ roO0 _ D P� �l Rafter ties or bearing ridge beam. }�,1-��'' - �" a E✓ 10. Fireplace construction details and calculations if necessary. �a ��` on �� oar 11. Garage door header size(s). �' Vn I ✓) z(/ 'LO GW 12. Porch headersize(s). � hen � Jb r�rn on nen es is." 13. Stud heights. 7 14. Expansive soil - special foundation design required. �l�n ? 15. Retainingwalls requiring design. � � d 4-✓ e � 8 8n• �-�. a� �rove.d _ 16. Special Inspection requirements. 17. Header sizes.. 18. Gypsum wallboard nailing inspection required. MISCELLANEOUS ITEMS: X Stairway details - landings, rise and run, head clearance, handrails (Uniform Building Code section 1006): + 112, Guardrails (Uniform Building Code section 509). Brick or stone veneer (Uniform Building Code section 1403). f-,7 Eaderior plaster- weep screeds (Uniform Building Code section 2506.5). 5: Roofpi4ch for roof covering (Uniform Building Code Table 15-B-1& 2,15-D-1 & 2). '-Rnof 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). l" Underfloor access and ventilation (Uniform Building Code section 2306.3 & 2306.7). 11-Attic access and ventilation (Uniform Building Code section 1505). `.)X.s Combustion air for fuel burning appliances - LPG requirements. - 14. ergy design compliance and supporting documentation. Flashing at all ea-terior openings. 16. CDF responsible area requirements. 17. Building Permit requirements: �- 17.1. SRA. r) CO. _ lE 17.2. Flood elevation. certificate.r� p� y/rQ7� i n COYrett 17.3. Fire Sprinklers required. U a 17.4. Special. Inspection requirements. 17.5. Use Permit cohditions. �/, 17.6. 'Sub-Standard Housing letter. =-1 p "`�f-' Lo I n ct �1 r (teen W ►ndo-ZZ> • Page 2 of 2 `f v G R E G O R Y�� ��A'. ' P E I T Z ARCHITECT 1907 MANGROVE, SUITE "E", CHICO CA 95926 (916) 894-5719 PROJECT: 01" I have reviewed the truss submittal for the above project and. all loading design criteria have been met. Gregory A. Peitz Architect RECEIVE® MAY 25 2001 BUTTE COUNTY BUILDING DIVISION F GREGORY A. PEtITZ ARCHITECT 383 RIO UNDO AVE., CHICO CA 95926 (916) 894-5719 C i��5�� moi= oti1 CaE AR O Mo. C 21283 IBUTTF. COUNTY WING DEPARTMEW LOAD SUMMARY Wind Analysig Normal force method, exposure B, 75 mph wind speed P=CeCgQsI WALLS P = .62 * 1.3 * 14.5 * 1.0 = .0117 ksf@ 15 ft. P = .67 * 1.3 * 14.5 * 1.0 = .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 =.62 * 1.0 * 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=.011 ksf. @25 ft. P=.76*1.0*14.5*1.0=.011 ksf@ 30 ft. ROOFS 9:12 TO 12:12 P=.62*I.1*14.5*1.0=.010 ksf@ 15 ft. P =.67 * 1.1 * 14.5 * 1.0 = .01 1 kst @ 20 ft. P =.72 * 1.1 * 14.5 * 1.0 = .0 12 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 F F F- W W W xxx M VI M N O N N a o^a C; C; NCIH , k - -'- - - - --22-141 - -- - - — 50 SHE am no 22-1.42 100 SHEETS =' 22-144 200 SHEETS'0 . 'cH.t s I ..:.„v _ns -.fie .. pnro�w..^.M•F-n° '.. s� � - ...,.r. _ t F � I .,. } 4 i � ' .... -`-Lti +e•'.t.•.,ya•P• yam... ,y,.._'-"^'"`�v^`�:hn-'4.'-H'T> _ �W^.. ._ i -Y�! �^r,�; •� � � s-�� r.e°"^'".�'", �� � _'! 3..5'T �. ,. I �",""S' � � �. 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Peitz Architect. on: 04-11-2001: 02:00:29 AM Project: SEHORN - Location: FAMILY ROOM PATIO DOORS Summary: 5.5 IN x 11.5 IN x 12.5 FT / #1 - Douglas Fir-Larch -Dry Use' Section Adequate By: 81.1% Controlling Factor: Area/ Depth Required 7.75 In Deflections: Dead Load: DLD= 0.08 IN Live Load: _ LLD= 0.11 IN = U1360 Total Load: TLD= 0.19 IN= U769 , Reactions (Each End): Live Load: LL-Rxn= 1400 LB Dead Load: DL-Rxn=1074 LB Total Load: TL-Rxn= .•'•' 2474 LB Bearing Length Required (Beam only, Support capacity not checked): BL= 0.72 IN Beam Data: Span: L= 12.5 FT Maximum Unbraced Span: a, Lu= 2.0 FT Pitch Of Roof: RP= 6 :12 Live Load Deflect. Criteria: U 240 Total Load Deflect. Criteria: U 1$0 Non-Snow Live Load: Roof Loaded Area: RLA= 175.0 SF Live Load Method: Method = One Roof Loading: ' ' Roof Live Load-Side One: LLQ= "' "'"'"" 16.0 'PSF Roof Dead Load-Side One: DLI= 10.0 PSF Tributary Width-Side One: TW1= 14.0 FT Roof Live Load-Side Two: LL2= 16.0 PSF Roof Dead Load-Side Two: DL2= 10.0 PSF Tributary Width-Side Two: TW2= 0.0 FT Roof Duration Factor: Cd= 1.25 Beam Self Weight: BSW= 15 PLF Slope/Pitch Adjusted Lengths and Loads: Adjusted Beam Length: Ladi= 12.5 FT Beam Uniform Live Load: wL= 224 PLF Beam Uniform Dead Load: wD_adi= 172 PLF Total Uniform Load: WT= 396 PLF Properties For: #1- Douglas Fir-Larch - Bending Stress: Fb= 1350 PSI Shear Stress: Fv= 85 PSI Modulus of Elasticity: E= '1600000 PSI Stress Perpendicular to Grain: Fc_perp= 625 PSI Adjusted Properties Fb' (Tension): Fb'= 1684 PSI Adjustment Factors: Cd=1.25 CI=1.00 Cf=1.00 Fv': Fv'= 106 PSI Adjustment Factors: Cd=1.25 Design Requirements: Controlling Moment:. M= 7732 FT-LB 6.25 ft from left support Critical moment created by combining all dead and live loads. Maximum Shear: V= 2474 LB At support. Critical shear created by combining all dead and live loads. ' Comparisons With Required Sections: Section Modulus (Moment): Sreq= 55.2 IN3 S= 121.2 IN3 Area (Shear): Areq= 35.0 IN2 A= 63.2 IN2 Moment of Inertia (Deflection): Ireq= 163.1 IN4 1= 697.0 IN4 17 u Roof Beam[ 97 Uniform Building Code (91 NDS) ) Ver: 5.03 By: Gregory Peitz , Gregory A. Peitz Architect on: 04-1.1-2001 : 02:01:31 AM Project: SEHORN - Location: GARAGE DOORS Summary: 3.125 IN x 13.5 IN x 18.5 FT / 24F -V4 - Visually Graded Western Species - Dry Use Section Adequate By: 48.8% Controlling Factor: Moment.of Inertia / Depth Required 11.82 In Deflections: Dead Load: DLD= 0.38 IN Live Load: LLD= 0.45 IN = U496 Total Load: TLD= 0.83 IN = U268 Reactions (Each End): Live Load: LL-Rxn= 1813 LB Dead Load: DL-Rxn= 1543 LB Total Load: TL-Rxn= 3356 LB Bearing Length Required (Beam only, Support capacity not checked): BL= 1.65 IN Camber Reqd.: C= 0.57 IN Beam Data: Span: L=- - 18.5 FT Maximum Unbraced Span: Lu= 2.0 FT Pitch Of Roof: RP= 6 : 12 Live Load Deflect. Criteria: U 240 Total Load Deflect. Criteria: U 180 Camber Adjustment Factor: CAF= 1.5 X DLD Non -Snow Live Load: Roof Loaded Area: RLA= 259.0 SF Live Load Method: Method = One Roof Loading: Roof Live Load -Side One: LL1= .14.0 PSF Roof Dead Load -Side One: DL1= 10.0 PSF Tributary Width -Side One: TW1= 12.0 FT Roof Live Load -Side Two: LL2= 14.0 PSF Roof Dead Load -Side Two: DL2= 10.0 PSF Tributary Width -Side Two: TW2= 2.0 FT Roof Duration Factor: Cd= 1.25 Beam Self Weight: BSW= 10 PLF Slope/Pitch Adjusted Lengths.and Loads: Adjusted Beam Length: Ladi= 18.5 FT Beam Uniform Live Load: wL= 196 PLF Beam Uniform Dead Load: wD_adj= 167 PLF. Total UnifWrn Load: wT= 363 PLF Properties For: 24F -V4- Visually Graded Western Species =' ++• ••" ,.. Bending Stress: Fb= 2400 PSI Shear Stress: Fv= 190 PSI Modulus of Elasticity: Ex= 1800000 PSI Ey= 1600000 PSI Stress Perpendicular -to Grain: Fc perp= 650 PSI Bending Stress of Comp. Face in Tension: Fb_cpr= 1200 PSI Adjusted Properties Fb' (Tension): Fb'= 2966 PSI Adjustment Factors: Cd=1.25 CI=0.99 Fv': Fv'= 238 PSI Adjustment Factors: Cd=1.25 Design Requirements: Controlling Moment: M= 15520 FT -LB 9.25 ft from leftsupport Critical moment created by combining all dead and live loads. Maximum Shear: V= 3356 LB At support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus (Moment): Sreq= 62.8 IN3 S= 94.9 IN3 Area (Shear): Areq= 21.2 IN2 A= 42.1 IN2 Moment of Inertia (Deflection): Ireq= 430.7 IN4 1= 640.7 IN4 —r-,e.gory PeIIL Architect 383 Rio Liodo Ave'-, Chico, CA 95926 894-571.9 FAX: 894-1523 a -mail: gregpeiti@cs.com FAX COVEN SHE To: IMS Fax No.: From tff--r--- Regarding:, Pages (including cover sheat): g Comments: �C C� Vv JLL J�V I p� 2 W-E—.ksa-MMPe7V C.4Lc S 4 Multi -Loaded Beam[ 97 Uniform Building Code (91 NDS) j Ver: 5.03 By: Gregory Peitz, Gregory A. Peitz Architect on: 05-21-2001 : 3:54:06 PM Project: SEHORN - Location: IN = U1397 Summary: IN = U808 , 3.5 IN z 1 T:875_1Nax 16.5 FT / Versa -Lam 2800 Fb DF - Boise Cascade LB Section Adequate By: 236.8% Controlling Factor: Moment of Inertia ! Depth Required 7.92 In Center Span Deflectioris: 1039 Dead Load: DLD-Center= Live. Load:. _ LLD -Center=- Total Load:TLD-Center= 547 Center Span Left End Reactions (Support A): 1328 Live Load: LL-Rxn-A= Dead Load.:. DL-Rxn-A= Total Load: TL-Rxn-A= Bearing Length Required (Beam only, Support capacity not checked): BL -A= Center Span Right End Reactions (Support B): Left Dead Load: Live Load: LL-Rxn-B= Dead Load: DL-Rxn-B= Total Load: TL-Rxn-B= Bearing Length Required (Beam only, Support capacity not checked): BL -B= Beam Data: 35 0.10 IN 0.14 IN = U1397 0.24 IN = U808 , 589 LB 451 -LB 1039 LB 0.33 1 N 781 LB 547 LB 1328 LB ' 0.42 IN Center Span Length: L2= 16.5 Center Span Unbraced Lenqth-Top of Beam: Lu2-Top= 0.0 Center Span Unbraced Length -Bottom of Beam: Lu2-Bottom= 16.5 Live Load Duration Factor: Cd= 1.00 Live Load Deflect. Criteria: U 360 Total LoadPeflect. Criteria: U 240 FT FT FT enter pan oa ing. Uniform Load: Sreq= 21.0 Live Load: wL-2= 48 PLF Dead Load: wD-2= 30 PLF Beam Self Weight: BSW= 13 PLF Total Load: wT-2= 91 PLF Trapezoidal Load 1 Left Live Load: TRL-Left-1-2= 0 PLF Left Dead Load: TRD-Left-1-2= 0 PLF Right Live Load: TRL-Right-1-2= . , ...., 70 PLF Right Dead Load: TRD-Right-1-2= 35 PLF Load Start: A-1-2= 0.0 FT Load End: B-1-2= 16.5 FT Load Length: C-1-2= 16.5 FT Properties For: Versa -Lam 2800 Fb DF- Boise Cascade Bending Stress: Fb= 2800 PSI Shear Stress: Fv= 285 PSI Modulus of Elasticity: E= 2000000 PSI Stress Perpendicular to Grain: FcDerp= 900 PSI Adjusted Properties Fb' (Tension): Fb'= Adjustment Factors: Cd=1.00 Cf=1.00 FV: Adjustment Adjustment Factors: Cd=1.00 Design Requirements: Controlling Moment: M= 8.745 Ft from Left Support of Span 2 (Center Span) Critical moment created by combining all dead loads and live loads on span(s) 2 Maximum Shear: V= At Right Support of Span 2 (Center Span) Critical shear created by combining all dead loads and live loads on span(s) 2 Comparisons With Required Sections: 2803 PSI 285 PSI 4901 FT -LB 1328 LB Section Modulus (Moment): Sreq= 21.0 S= 82.2 Area (Shear): Areq= 7.0 A= 41.5 Moment of Ingrtia. (Deflection): Ireq= 145.1 I' -_i ,._ . ,......488.4 IN3 IN3 IN2 IN2 IN4 I'N4 f CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R Project Title.......... The Sehorn Residence Date..05/17/01 09:30:05 P.ro�ec* .Address :k 'I, .... - .,.::w.W..:...:..-.__.:_: .. ::.,...,..,..........__....:But te.,. C.::,..t: -.-��- ounty *v5 10 * �- 0.7; '.'.- Documentation Author... Marty Runnells ******* -S-U-17aing Permit Energy Calculation Services 5!1H •Ol 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 -010965 Wth-CTZ11S92 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Servic Run -2835 SF Res.- Submittal GENERAL INFORMATION Conditioned Floor Area..... 2835 sf Building Type .............. Single Family Detached Construction Type ......... New Building Front Orientation. Front Facing 270 deg (W) Number of Dwelling Units... 1 Number of Stories.......... 1 Floor Construction Type.... Raised Floor Glazing Percentage......... 18.2 % of floor area Average Glazing U -value.... 0.58 Btu/hr-sf-F Average Glazing SHGC....... 0.65 Average Ceiling Height..... 9.3 ft BUILDING SHELL INSULATION Component Frame Cavity Sheathing Total Assembly Type Type R -value R -value R -value U -value Location/Comments Wall n/a R-19 R-n/a R-19 0.065 PLAN FRONT FRONT RIGHT FRONT LEFT, LEFT BACK, BACK LEFT BACK RIGHT, RIGHT KNEE WALL GARAGE WALL Door n/a R-0 R-n/a R-0 0.330 ENTRY, TO GARAGE Roof n/a R-30 R-n/a R-30 0.031 TO ATTIC, VAULTED Floor n/a R-19 R-n/a R-19 0.037 RAISED FLOOR FENESTRATION Over - Area U- Interior Exterior hang/ Orientation (sf) Value SHGC Shading Shading Fins Window Front (NW) 4.0 0.600 0.650 Standard Standard Yes Window Front (NW) 4.0 0.600 0.650 Standard Standard Yes Window Right (SW) 17.5 0.600 0.650 Standard Standard Yes Window Front (W) 30.0 0.600 0.650 Standard Standar Yes Window Front (W) 13.3 0.570 0.670 Standard Standard / Yes Door Front (W) 11.5 0.550 0.650 Standard Standard None Window Front (W) 13.3 0.570 0.670 Standard Standard Yes Window Front (W) 15.0 0.570 0.670 Standard St".� d Yes Window (W) 30. 0 0.600 0.650 Standard .StandaCO(� Yes Window Front (NW) 10.0 0.600 0.650 Standard5yrd Yes 6EPAP7M&j Ppo CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R Project Title.......... The Sehorn Residence Date 05/17/01 09:30:--- 05 MICROPAS5 v5.10 File -01096S Wth-CTZ11S92 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Servic Run -2835 SF Res.- Submittal 7 FENESTRATION i' '�io CAJ RE COW,, t'dAWNG DEPARTMi--t fs doll V 100VERD Over- 'Area- -_-- U ..:-�-y ": '--Iri�"erio.r 'Exterior" han Orientation (sf) Value SHGC Shading Shading Fins Window Front (NW) 10.0 0.600 0.650 Standard Standard Yes Window Front (NW) 4.0 0.600 0.650 Standard Standard Yes Window Left (N) 30.0 0.600 0.650 Standard Standard Yes Window Left (N) 4.0 0.600 0.650 Standard Standard Yes Window Left (NE) 24.0 0.600 0.650 Standard Standard Yes Window Back (SE) 4.0 0.600 0.650 Standard Standard Yes Door Back (SE) 60.0 0.550 0.650 Standard Standard Yes Window Back (E) 20.0 0.570 0.670 Standard Standard Yes Door Back (E) 40.0 0.550 0.650 Standard Standard Yes Window Back (E) 20.0 0.570 0.670 Standard Standard Yes Window Back (E) 24.0 0.570 0.670 Standard Standard Yes Window Back (E) 21.0 0.600 0.650 Standard Standard Yes Window Left (NE) 9.0 0.600 0.650 Standard Standard None Window Left (NE) 30.0 0.600 0.650 Standard Standard Yes Window Back (SE) 4.0 0.600 0.650 Standard Standard Yes Window Back (SE) 4.0 0.600 0.650 Standard Standard Yes Window Back (SE) 30.0 0.600 0.650 Standard Standard Yes Window Right (S) 30.0 0.600 0.650 Standard Standard Yes HVAC SYSTEMS Minimum Duct Duct Tested Duct ACCA Thermostat Equipment Type Efficiency Location R -value Leakage Manual D Type Gas 0.800 AFUE Attic R-4.2 No No Setback ACSplit 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 .60 50 R- n/a i' '�io CAJ RE COW,, t'dAWNG DEPARTMi--t fs doll V 100VERD CERTIFICATE OF COMPLIANCE: RESID8NTIAL Page 3 CF -1R *, rgjecttlev: .The-Sehorn:• Residence P,;T;.; . - .� w.- :Date.05/17/0--09:30:-05-• MICROPAS5 v5.10 File -010965 Wth-CTZ11S92 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Servic Run -2835 SF Res.- Submittal COMPLIANCE STATEMENT .,_:,.This cerci.f-i_ca-te,-of:_.comp.liance lists- the;:abuildi_ng: 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. DESIGNER or OWNER Name.... Gregory A. Peitz Company. Architect Address. 383 Rio Lindo Chico, CA 95926 Phone... 530.894.5719 License. G Zgr Signed.. AS �7 ate ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed. ate DOCUMENTATION AUTHOR Name.... Marty Runnells Company. Energy Calculation Services Address. 1907 Mangrove Avenue, Suite E Chico, CA 95926 Phone... 530-894-8466 Signed.. itdA 0$17 01 ate JU TT" IIEPARWE't� MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 1 MF -1R Project Title.......... The Sehorn Residence Date..05/17/01 09:30:05 P :roj_ec.t Butte County *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. Me-thod..:... MICROPASS v5.10 for 1998 Standards by Enercomp, Inc. MICROPAS5 v5.10 File -010965 Wth-CTZ11S92 Program -FORM MF -1R User#-MP1333 User -Energy Calculation Servic Run -2835 SF Res.- Submittal 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 *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). Design- Enforce- er z ment *150(d): Minimum R-13 raised floor insulation in framed floors. 150(1): Slab edge insulation - water absorption rate no greater than 0.30, water vapor transmission rate no greater than 2.0 perm/inch. 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. 150(f): Special infiltration barrier installed to comply with Sec. 151 meets Commission quality standards. 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. Imm IA i'Fzj�.v �1, �A10 DFP; , `— ROP. �APRO�A VED MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 2 MF -1R Project_�itl.e... K �,�..,,r•The .S,ern: .ho�Resade ..ncea MICROPASS v5.10 File -01096S Wth-CTZ11S92 Program -FORM MF -1R User#-MP1333 User -Energy Calculation Servic Run -2835 SF Res.- Submittal 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. 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. 5. Cooling system piping below 55 degrees insulated. 6. Piping insulated between heating source and indirect hot water tank. *150(m): Ducts and Fans 1. 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 78% 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. f 115: Gas-fired central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously burning pilot light (Exception: Non -electrical cooking appliances / with pilot < 150 Btu/hr). 3'- (;�� Not- z MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 3 MF -1R Project Title.......... The Sehorn Residence Date..05/17/01 09:30:05 MICROPAS5 v5.10 File -01096S Wth-CTZ11S92 Program -FORM MF -1R User#-MP1333 User -Energy Calculation Servic Run -2835 SF Res.- Submittal LIGHTING MEASURES 150(k)1: 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 of 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. Design- Enforce- er rnent z � uiVG c.O COMPUTER METHOD SUMMARY Page 1 C -2R 'P.roj ect; ji.t.le. ,. ...,..... ,... .The Sehorn -Residence_ Date.. -. 05/17/01 09:3005 Pro'ect Address _.:. _ Butte County *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 Che—EChe—ER7 Date Climate Zone.......... 11 Compliance Method...... MICROPAS5 v5.10 for 1998 Standards by Enercomp, Inc. MICROPAS5 v5.10 File -01096S Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -2835 SF Res.- Submittal MICROPAS5 ENERGY USE SUMMARY Energy Use Standard Proposed Compliance (kBtu/sf-yr) Design Design Margin Space Heating.......... 16.67 16.01 0.66 Space Cooling.......... 15.80 16.66 -0.86 Water Heating.......... 10.05 8.85 1.20 Total 42.52 41.52 1.00 *** 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... Conditioned Volume......... Slab -On -Grade Area......... Glazing Percentage......... Average Glazing U -value.... Average Glazing SHGC....... Average Ceiling Height..... 2835 sf Single Family Detached New Front Facing 270 deg (W) 1 1 ReducedYear Raised Floor 1 26505 cf 0 sf 18.2 % of floor area 0.58 Btu/hr-sf-F 0.65 9.3 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 2835 26505 1.00 Yes Setback 2.0 Standard No Rav COMPUTER METHOD SUMMARY Page 2 C -2R Project Title ............. The Sehorn Residence Date...05/17/01 09:30:05 MICROPAS5 v5.10 File -01096S Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -2835 SF Res.- Submittal OPAQUE SURFACES Area U- Insul Act Solar Form 3 Location/ Surface (sf) value R-val'Azm Tilt Gains Reference Comments HOUSE 1 Wall 343 0.065 19 270 90 Yes None PLAN FRONT 2 Door 12 0.330 0 270 90 Yes None ENTRY 3 Wall 88 0.065 19 225 90 Yes None FRONT RIGHT 4 Wall 391 0.065 19 315 90 Yes None FRONT LEFT 5 Wall 169 0.065 19 0 90 Yes None LEFT 6 Wall 259 0.065 19 90 90 Yes None BACK 7 Wall 297 0.065 19 45 90 Yes None BACK LEFT 8 Wall 483 0.065 19 135 90 Yes None BACK RIGHT 9 Wall 87 0.065 19 180 90 Yes None RIGHT 10 Wall 55 0.065 19 270 90 Yes None KNEE WALL 11 Wall 186 0.065 19 270 90 No None GARAGE WALL 12 Door 30 0.330 0 270 90 No None TO GARAGE 13 Roof 2457 0.031 30 n/a 0 Yes None TO ATTIC 14 Roof 421 0.031 30 270 23 Yes None VAULTED 15 Floor 2835 0.037 19 n/a 0 No None RAISED FLOOR FENESTRATION SURFACES Area U- Act Exterior Shade Interior Shade Orientation (sf) Value SHGC Azm Tilt Type/SHGC Type/SHGC HOUSE 1 Window Front (NW) 4.0 0.600 0.650 315 90 Standard/0.76 Standard/0.68 2 Window Front (NW) 4.0 0.600 0.650 315 90 Standard/0.76 Standard/0.68 3 Window Right (SW) 17.5 0.600 0.650 225 90 Standard/0.76 Standard/0.68 4 Window Front (W) 30.0 0.600 0.650 270 90 Standard/0.76 Standard/0.68 5 Window Front (W) 13.3 0.570 0.670 270 90 Standard/0.76 Standard/0.68 6 Door Front (W) 11.5 0.550 0.650 270 90 Standard/0.76 Standard/0.68 7 Window Front (W) 13.3 0.570 0.670 270 90 Standard/0.76 Standard/0.68 8 Window Front (W) 15.0 0.570 0.670 270 90 Standard/0.76 Standard/0.68 9 Window Front (W) 30.0 0.600 0.650 270 90 Standard/0.76 Standard/0.68 10 Window Front (NW) 10.0 0.600 0.650 315 90 Standard/0.76 Standard/0.68 11 Window Front (NW) 10.0 0.600 0.650 315 90 Standard/0.76 Standard/0.68 12 Window Front (NW) 4.0 0.600 0.650 315 90 Standard/0.76 Standard/0.68 13 Window Left (N) 30.0 0.600 0.650 0 90 Standard/0.76 Standard/0.68 14 Window Left (N) 4.0 0.600 0.650 0 90 Standard/0.76 Standard/0.68 15 Window Left (NE) 24.0 0.600 0.650 45 90 Standard/0.76 Standard/0.68 16 Window Back (SE) 4.0 0.600 0.650 135 90 Standard/0.76 Standard/0.68 17 Door Back (SE) 60.0 0.550 0.650 135 90 Standard/0.76 Standard/0.68 18 Window Back (E) 20.0 0.570 0.670 90 90 Standard/0.76 Standard/0.68 19 Door Back (E) 40.0 0.550 0.650 90 90 Standard/0.76 Standard/0.68 20 Window Back (E) 20.0 0.570 0.670 90 90 Standard/0.76 Standard/0.68 21 Window Back (E) 24.0 0.570 0.670 90 90 Standard/0.76 Standard/0.68 22 Window Back (E) 21.0 0.600 0.650 90 90 Standard/0.76 Standard/0.68 23 Window Left (NE) 9.0 0.600 0.650 45 90 Standard/0.76 &tla dard/0.68 24 25 Window Left (NE) 30.0 0.600 0.650 45 90 Standard/0.76 S3`a 49 -_.id 0.6 '4 Window Back (SE) 4.0 0.600 0.650 135 90 Standard/0.7'6°,VSta�dard%0.=8 26 Window Back (SE) 4.0 0.600 0.650 135 90 Standard/0.76tan°dards,p 68 27 Window Back (SE) 30.0 0.600 0.650 135 90 Standard/0.76 Standard,6R1 A 28 Window Right (S) 30.0 0.600 0.650 180 90 Standard/0.76,N P dac/.0.68 COMPUTER METHOD SUMMARY . Page 3 C -2R Project Title, .......... The Sehorn Residence, Date....05/17/.01 .09:.30:.05 MICROPAS5 v5.10 File -01096S Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -2835 SF Res.- Submittal OVERHANGS AND SIDE FINS 'A ion 0 Orr 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 4.0 n/a 2 2.5 1 n/a n/a n/a n/a n/a n/a n/a n/a 2 Window 4.0 n/a 2 2.5 1 n/a n/a n/a n/a n/a n/a n/a n/a 3 Window 17.5 n/a 3.5 2.5 1 n/a n/a n/a n/a n/a n/a n/a n/a 4 Window 30.0 n/a 5 2.5 1 n/a n/a n/a n/a n/a n/a n/a n/a 5 Window 13.3 n/a 6.67 12 1 n/a n/a n/a n/a n/a n/a n/a n/a 7 Window 13.3 n/a 6.67 12 1 n/a n/a n/a n/a n/a n/a n/a n/a 8 Window 15.0 n/a 2 12 0 n/a n/a n/a n/a n/a n/a n/a n/a 9 Window 30.0 n/a 5 2.5 1 n/a n/a n/a n/a n/a n/a n/a n/a 10 Window 10.0 n/a 5 2.5 1 n/a n/a n/a n/a n/a n/a n/a n/a 11 Window 10.0 n/a 5 2.5 1 n/a n/a n/a n/a n/a n/a n/a n/a 12 Window 4.0 n/a 2 2.5 1 n/a n/a n/a n/a n/a n/a n/a n/a 13 Window 30.0 n/a 5 2.5 1 n/a n/a n/a n/a n/a n/a n/a n/a 14 Window 4.0 n/a 2 2.5 1 n/a n/a n/a n/a n/a n/a n/a n/a 15 Window 24.0 n/a 4 2.5 1 n/a n/a n/a n/a n/a n/a n/a n/a 16 Window 4.0 n/a 2 2.5 1 n/a n/a n/a n/a n/a n/a n/a n/a 17 Door 60.0 n/a 6.67 6.5 1 n/a n/a n/a n/a n/a n/a n/a n/a 18 Window 20.0 n/a 6.67 8.5 6 n/a n/a n/a n/a n/a n/a n/a n/a 19 Door 40.0 n/a 6.67 8.5 6 n/a n/a n/a n/a n/a n/a n/a n/a 20 Window 20.0 n/a 6.67 8.5 6 n/a n/a n/a n/a n/a n/a n/a n/a 21 Window 24.0 n/a 2 2.5 4 n/a n/a n/a n/a n/a n/a n/a n/a 22 Window 21.0 n/a 3.5 2.5 1 n/a n/a n/a n/a n/a n/a n/a n/a 24 Window 30.0 n/a 5 2.5 1 n/a n/a n/a n/a n/a n/a n/a n/a 25 Window 4.0 n/a 2 2.5 1 n/a n/a n/a n/a n/a n/a n/a n/a 26 Window 4.0 n/a 2 2.5 1 n/a n/a n/a n/a n/a n/a n/a n/a 27 Window 30.0 n/a 5 2.5 1 n/a n/a n/a n/a n/a n/a n/a n/a 28 Window 30.0 n/a 5 2.5 1 n/a n/a n/a n/a n/a n/a n/a n/a HVAC SYSTEMS Minimum Duct Duct Tested Duct ACOA Duct System Type Efficiency Location R -value Leakage Manual D Eff HOUSE Gas 0.800 AFUE Attic R-4.2 No No 0.737 ACSplit 10.00 SEER Attic R-4.2 No No 0.645 WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value 1 Storage Gas Standard 1 .60 50 R- n/a 'A ion 0 Orr COMPUTER METHOD SUMMARY Page 4 C -2R .-o3ect Title. The Sehorn Residence Da e.. MICROPAS5 v5.10 File -01096S Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -2835 SF Res.- Submittal REMARKS dovq� cetwm. - ozpn� A -Pp t A ,t HVAC SIZING I I Page 1 HVAC Project Title.......... The Sehorn Residence Date..05/17/01 09:30:05 P of eet,{ Address ._ X.. __ _ , ;x- � _ - *- a*w y �*..;� Butte County *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 .- C-ompliance, Method::=:.:_:.:�.MICROPAS5 .v5-:=10 -for-1998- St-andards,,byy Enereoinp=;�—Inc. `T MICROPAS5 v5.10 File -01096S Wth-CTZ11S92 Program -HVAC SIZING User#-MP1333 User -Energy Calculation Servic Run -2835 SF Res.- Submittal 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....... 2835 sf 26505 cf Front Facing 270 deg (W) 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 Sensible Load .................... 49768 41213 Latent Load ...................... n/a 8243 Minimum Total Load 49768 49456 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. AIME ti " De • 4 e ,NPP F?6 vl� P Heating Cooling Description (Btuh) (Btuh) Opaque Conduction and Solar...... 15529 7422 Glazing Conduction ............... 12954 7230 Glazing Solar .................... n/a 14981 Infiltration ..................... 16761 5508 Internal Gain .................... n/a 2325 Ducts ............................ 4524 3747 Sensible Load .................... 49768 41213 Latent Load ...................... n/a 8243 Minimum Total Load 49768 49456 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. AIME ti " De • 4 e ,NPP F?6 vl� P "LONGFELLOW LUMBER CO. INC. ■ Quality Truss Design ■ Roof & Floor Systems., (800) 678-0112 (530) 893-0112 •FAX (530) 893-0140 89 Loren Avenue Chico, CA 95928-7434 Customer: Address: AP#: Job No: 'L a ) � IN Alpine Engineered Products, Inc. Christian W. Chappell 8351 Rovana Circle Sacramento, CA 95828-2522 (916) 387-0116 APPROVED INSPECTION AGENCY Timber Products Ins echo P.O. Box 20455 Portland, OR 97220 PPR6 (503) 254-0204let-.� ll LONGFELLOW LUMBER CO. INC. Quality Truss Design • Roof & Floor Systems (800) 678-0112 (530) 893-0112 - FAX (530) 893-0140 _ 89 Loren Avenue Chico, CA 95928-7434 ���111 III III III III III III Important Information for Users of Wood Trusses Longfellow's goal is to supply superior quality trusses. Sensible truss designs, the best available lumber and exacting workmanship are the key ingredients of our quality control program. (Once trusses arrive at the job site, quality control becomes the responsibility of the builder.) For best results we suggest: DO'S L2.ONYT ❑ Do review your field copy of truss engineering for important bracing, ❑ Do Not cut, notch or drill chords or webs of trusses. bearing and connection details. (Exceptions will be clearly marked on engineered drawings.) ❑ Do review the HIB -91 Summary Sheet's recommendations for handling, installing and bracing of wood trusses. ❑ Do install roof sheathing ASAP. Trusses hold their profiles best when they have been plumbed and braced with roof sheathing. Especially in hot weather, we recommend sheathing be applied over as much of the building as possible before installing outriggers and gable -end siding. ❑ Do Not cut or remove plates. ❑ Do Not overload single or groups of trusses with plywood, roofing, tools or other construction materials. ❑ Do Not make field repairs without written approval from Longfellow Lumber Co. ❑ Do Not load HVAC units, solar equipment,. fire sprinklers, etc. on ❑ Do inspect trusses for missing plates or broken lumber. Report, trusses unless truss engineering has been designed to defects to Longfellow immediately. accomodate the specific point loads. ❑ Do secure tails with fascia board. In recent years, the production of lumber from second -growth timber has resulted in an increased tendency for unrestrained tails to twist. We recommend a sub -fascia be installed behind gutters. ❑ Do call Longfellow if you have questions or need additional information. BEFORE INSTALLING: Make certain truss sequences and end -for -end orientation are correct. Co m 0 z a X t r101 r run nCTAII STR0IGBACK (NAIL 10 LEDGER 12' 0.C.) (BRACED AT 55' O.C.) ­_ , LEDGER (NAIL TO VERTICAL M/2 -10d NAILS) ( K ) SPAC 11•G FDE REFER TO SI PRODUCT All A35 IN FI C THIS OWG PREPARED FROM COMPUTER INPUT (lnAnS A nIHFNclnBcl CIInm1TTCn Nv Taucr (Si ) (M) 2X4 F.L. OR M.F. 12 OR / BTR STP.ONGBACK BRACE BRACED AT 55' O.C. (C) IX4 C0NTINUOUS LATERAL BRACING FOR BRACE (STR0NGBACK) MEMBER LONGER THAN 72•. ATTACH AT MIDPOINT Or EACH GRACE I/2 -8d [COMMON NAILS. 24' MAX GAOL I \SI )\ \ \ \ \ \11 (PI) PEAK PLATE TO HATCH COMMON TRUSSES. NOTE; CHORDS TO BE 2X4 FIR -LARCH A2 MIN. (SI) SPLICE PLATE TO HATCH COMMON TRUSSES. NOTE: THIS DETAIL MAY BE USED FOR (HI) HEEL PLATE. TO MATCH COroUN TRUSSES. TRUSSES WITH PITCHED O.C. ALSO. (0) OPTION 10 WEB PLATING: USE (3)-2' OUTLOOKER CRITERIA WIRE STAPLES (0.012 DIA./15 GA.) iDENAILEO THRU CHORD INTO WEB 6 PLATE MAX. WEB LENGTH - IX3• 2-8-0 1HRU WEB INTO CHORD ON ONE FACE TC LL TC DL BC DL' BC LL TOT.LD.' FOR A TOTAL OF 6 STAPLES. (PI), (SI) 6 (III) MUST BE PLATED. PSF PSF PSF PSF PSF 2X4• 8-1-0 3X46 13-6-0 (G) GABLE END DESIGN BASED ON 75MPH WIND I nAn rvDncllor •n• AT n -7C CT NGAA1 Q PLT TYP. Wave TPI -95 R Design Criteria: TPI-95(STD O Q Q Q ••YARNING"• IN USSESA[OU10.[ E11R[MI CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND TC LL TC DL BC DL' BC LL TOT.LD.' 30.0 15.0 0.0 50.0 PSF PSF PSF PSF PSF REF BRACING. R[FEN 10 HIB•Rl (NANOLING INSTALLING AND BRACING). PUBLISHED BY IPI (IRUSS PLAY DATE O DRW Q INSIIIYIE. 187 O'ONOF10 DR., SUITE 100, MADISON, YI 11111), FO0. SAF[TV PRACTICES PRIOR 10 15-6-0 Q OZ�TRUSS A T T ^ l—J O ►ERF O0.M1N0 INE SE fUNC110N S. UNLESSOIHERY ISE INDICATED, IOP CHORD SHAH HAVE PROPERLY ATTACHED STRUCTURAL PANELS. 001108 CHORD SHALL HAVE A PROPERLY ATTACHED 41010 CI[IIND• "•I MPOR1ANf•" FURNISH A COPY OF THIS DESIGN 10 THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ""0: ►100,1111. INC. SNALI N0I BE R[SPON$IDLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE 10 y 15-6-0 ] 1 1� 1 1\1 L I E ilLLii "'111 BUIIO INIR USSff IN COMf04NANCE INIP 1; OR FA11ICAII11j HANDLING. SHIPPING. INSTALLATION OR BRACINO OF IRUSSES. INIS DESIGN CONFORMS YIIN A, PLICA. I PROVISIONS OF NOS (NATIONAL DESIGN I A' SPECIFICATION 1,18,1 SHED BY IN[ AMU ICAN f0R[SI ANO PAPER ASSOCIATION) AND IPI. ALPINE CON 1 HAD[ OF AS 10110. APPLY IO [ACHE FACESOFNTRUSS. AND UNLESS10THERWISEILOCATED On THISE1CIPI DESIGN. POSITION CONNECTORSfFIRAS ?4 f^-7 DRWINS 120. 160 AND 160 , SEAL ON I[$ CRAING ONLY 10 THE DESIGN AIN(G �1 I.J lJ `S OF IRUSS DIP IC ILO NINFAAFRO SHALL NOTE DE RELIED UPONHIN ANYYOTHERPYATS T 12' HIM 24• MAX 3:5• MAX. TYP. NOTCH 0 24. O.C. 1.5' MAX.' 2X4 F.L. LL14BER GRADES MAX. LENGTH WITIIGUT BRACING 00 1 MAX. LENGTH W/ STRONGBACK BRACE (S) STANDARD 5 -II -0 II -10-0 ESSIpy� W 9A y� r * 111 ��P ALIF�� TC LL TC DL BC DL' BC LL TOT.LD.' 30.0 15.0 0.0 50.0 PSF PSF PSF PSF PSF REF R992 DATE 03/19/98 DRW 11 7-9-0 15-6-0 11 6 BETTER. 7-9-0 15-6-0 SS 7-9-0 15-6-0 ESSIpy� W 9A y� r * 111 ��P ALIF�� TC LL TC DL BC DL' BC LL TOT.LD.' 30.0 15.0 0.0 50.0 PSF PSF PSF PSF PSF REF R992 DATE 03/19/98 DRW CDl12 " SEAN - 25458 DUR.FAC. 1.15 FROM PDC SPACING v CLB WEB BRACE SUBSTITUTION THIS DETAIL IS TO BE USED WHEN CONTINUOUS LATERAL BRACING (CLB) IS SPECIFIED ON AN ALPINE TRUSS DESIGN BUT AN ALTERNATIVE WEB BRACING METHOD IS DESIRED. NOTES: THIS DETAIL IS ONLY APPLICABLE FOR CHANGING THE SPECIFIED CLB SHOWN ON SINGLE PLY SEALED DESIGNS TO T -BRACING OR SCAB BRACING. ALTERNATIVE BRACING SPECIFIED IN CHART BELOW MAY BE CONSERVATIVE. FOR MINIMUM ALTERNATIVE BRACING, RE -RUN DESIGN WITH APPROPRIATE BRACING. WEB MEMBER SPECIFIED CLD ALTERNATIVE BRACING SIZE BRACING T OR L -BRACE SCAB BRACE 2X3 OR 2X4 I ROW 2X4 1-2X4 2X3 OR 2X4 2 ROWS 2X8 2-2X4 2X8 I *ROW 2X4 I -2X8 2X8 „ 2 ROWS 2X8 2-2X4(*) 2X8 I ROW 2X8 1-2X8 •2X8 2 ROWS 2X8 2-2X8(*) T -BRACE, L -BRACE AND SCAB BRACE TO BE SAME SPECIES AND GRADE OR BETTER THAN WEB MEMBER UNLESS SPECIFIED OTHERWISE ON ENGINEER'S SEALED DESIGN. (*) CENTER SCAB ON WIDE FACE OF WEB. APPLY (I) SCAB TO EACH FACE OF WEB. T -BRACING AOR L -BRACING: APPLY TO EITHER SIDE OF WED NARROW FACE ATTACH WITH 18d NAILS AT 8" O.C. BRACE IS A MINIMUM 80% OF WEB ' MEMBER LENGTH SCAB BRACING: APPLY SCAB(S) TO WIDE FACE OF WEB. NO MORE THAN (1) SCAB PER FACE. ATTACH WITH 10d NAILS AT 8" O.C. BRACE IS A MINIMUM 80% OF WEB MEMBER LENGTH Qv OfESS/0,y IS DRAWING REPLACES DRAWING 579,640 •I ■■VARNING■■ TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING SHIPPING, INSTALLING AND BRACING. REFER TO HIB -91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONUFRIO DR., SUITE 200, MADISON, vi. 53719) FOR SAFETY PRACTICES ti� �� �'y LL PSF REF CLB SUBST. PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTIICRVISE INDICATED, TOP CHORD SHALL HAVE , DL PSF 'DATE 06/25/99 PROPERLY ATTACI(ED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACIIED RIGID CCILING. r■IMPRTANT■■ FURNISH COPY Of THIS DESIGN W No. 5 A TO TIIE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, . DL PSF DRWG BRCLBSUB0699 INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS EXIL NFAILURE TO THEICTSSCE WITH T� FABRICATING. HANDLING,SHIPPIGG,INSTALINGAND BRACING OF TRUSSES. DESIGNCONMS VITHAPPLICABLE' LL PSF -ENG MLH KAR PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 CR40 GALV. STEEL ' EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE Of TRUSS AND, UNLESS OTIIERVISC LOCATED ON �%' CINI�' \N- T.LD. PSF ACCEPTANCEE OF PROFESSIONAL[TORI PER ENGINEERING RCSPONSIBIUT60 Y SOLELYTHE AFORNWE TRUSc.COMPING ONCNjT[S 9ff OF DUR.FAC. DESIGN SIIOVN. TIIE SIIITADILITY AND USE (TF TATS COMPONENT FOR ANY PARTICI' ; • UILDING , CA��EO� r SPACING IS THr RFSPONSI@ILITY Or TIIE BUILDING DESIGNER. PER ANSI/TPI 1-1993 SECII Qr TRUSS BRACING/BLOCKING DETAIL TIIIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR, TRUSS BRACING/BLODCING DETAIL (AT SUPPORT) • • ;' , ,. �; INOTE: BRACING DESIGNED TO STABILIZE TRUSSES. AND HAS NOT BEEN j DESIGNED TO RESIST LATERAL SHEAR LOADS."-- (A) OADS.•(A) 2X4 13 HEW -FIR OR BETTER CONT114000S LATERAL BRACING TO BE EQUALLY SPACED. ATTACH WITH (2)46d NAILS. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT 80111 ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. (M) HEIGHT OF TRUSS AT SUPPORT. - 9 n BEARING ' WALL _ SECTION S -S E S (D) 2X4 H.F. /3 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. NAY BE LOCATED ON ETTIIER FACE OF VERTICAL. t (L) LOADS AS INDICATED ON TRUSS DESIGN. (M) IF TRUSS HEIGHT AT SUPPORT IS 10.0" OR LESS, DIAGONALS NOT REQUIRED, i (BB) BLOCKING TO BOTTOM CIOVER SUPPORT, ORD 11.F. A3 OR BETTER 2X SIZE " � t B a APPROX. 45' OF BOTTOM CHORD, PLT TYP. Wave TPI -95 Design Criteria: TPI-95(STD 18.2c3 1 CA -/I/-/-/R/- - R - O Q Q O O O �PO • OO�TRU�SS F ••WARNING-- TRUSSES REQUIRE EIIREME CANE IN FABRICATION, HANDLING, SNIPPING, INSTALLING AND ; BRACING. REFER 10 MII•Bl (HANDLING INSTALLING ANO BRACING), IUBLISHED BY IPI (TRUSS PLATE 1NStilUt[. SBS D ONOFIo DR., sunt t00. MADISON, YI 57119), FOR $A ['IPRACIICIS PRIOR 10 PERFORMING 1X13SE FUNCTIONS. UNLESS OINIRNI St INDICATED, 101 CHORD SNAIL MAY[ PROPERLY Al1ACHf0 SIRUCIURAt PANELS. BOTTOM CHORD SNAIL WAVE A PROPERLY ATTACHED RIGID CIILING. .!'IMPORTANT-- FURNISH A COPY OF THIS DESIGN 10 THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED I1000CIS, INC, SHALL X01 BE RISPONSIBL[ FON ANY DEVIATION FROM IRIS DESIGN: ANY FAILURE 10 BUIIO INE TRUSSES IN CONFORMANCE YIIN I/1: OR fABRICAIING, NANDLING, SHIPPING, INSTALLATION OR BRACING OF TRUSSES. THIS DESIGN CONFORMS YIIN APPL1". PROVISIONS Of NDS (NATIONAL DESIGN SPECIFICATION PUBIISw[D BY INC AMERICAN FOREST AND PAPER ASSOCIATION) AND III, ALPINE COUEACHEC IONS AR[MAO[ OF tOGA ASTM Aff7 GN)1 GAIT. STEEL, [ICIPI AS NOTED. APPLY CONNECTORS 10CIl(�. DNAYIMGSFACEOF nO.t([OSAMONIEONAtis DAMC(NGINIIRCS1ED SIAlNONNIS IMISE0RAY1NG0SITION Ai141ESGOMIYCTORINII0ISI0N, Oi Ix[ h USS DEPICTED HER( AND SNAIL 101 Of RELIED UPON 11 ANY OIH[R NAY. ��rlESS10 QQFdC L�Ay,R•t A` y AO pWG 6'�•I .� .EfP' ,k \� � lAlf OF C�\\`O� T C • L L , ., TC DL" ' B C 4 D L .;L L, i' TOT,LD. REF R 4 2 7 DATE 1/12/94 DRW 3,048,634 ,. '. a•' 1 '� `e 1.{•; DUR•FAC. .. CA -ENG CWC SPACING SEE ABOVE , CALIFORNIA PERMANENT BRACING EXTF�� NOF SI(SLOPING\ FLAT TOP CHORDj(CONTINUOUS) TO #1 Y* SET A BACK ANENT BRACING DETAIL START OF TOP CHORD, EXTENSIONS, (SLOPING TO FLAT) CRIPPLE SUPPORT LAYOUT SETBACK a L SETBACK CALIFORNIA HIP .. ' I _ — — — — — — — — I SYSTEM 'TRUSSES BRACED BAY .•"'�� ::••' * SE �ND APS �# 1 HIP BACK A ROOF 14 FSHEATHING. PITPHED AND SHEA'T'HED PERMANENT DIAGONALS FORM BRACED BAY. REPEAT AT ALL HIP ENDS, MAXIMUM B CH Rll Aou*- ` INTERVAL EQUALS 20'. ((NOTE: THE IST BAY OF' PERMANENT DIAGONALS FORMING o -CRIPPLE (C), SUPPORT LOCATIONS. SUPPORTS EXTENDED MEMBERS TO. FLAT TOP ;` r BRACED BAY AT THE y1 HIP CAN BE EXCLUDED WHEN ALL OF THE FOLLOWING CHORD (4' O.C. CRIPPLE SPACING SHOWN.) CONNECT CRIPPLE TO FLAT TOP CHORD CONDITIONS ARE MET; 1) THE CONTINUOUS TOP CHORD PURLINS ARE ATTACHED TO AND EXTENDED TOP CHORD, USING 3 .- - THE FLAT TOP' CHORD OF THE JI HIP. 2) THE END JACKS ARE SHEATHED WITH ed COMMON TOE NAILS OR 2 lOd PROPERLY ATTACHED STRUCTURAL PANELS.) COMMON NAILS THROUGH FACE. SECTION A -A SECTION B -B FIELD APPLIED OR BUILT-IN CRIPPLES CRIPPLE F PLANE FIELD CRIPPLEPSPACING 't " OF TRUSSES REFER 'fU ORIGINAL DRAWING CRIPPLE SPACING COMMON FOR CRIPPLE SPACING. (� CHORD (TTYPI (TYPICAL) (D) C) (B) (B) PURLINS SPACED 24"O.C. TYP. (CONTINUOUS 2X4) (C) CRIPPLES SPACED 48" O.C. TYP. (D) BUILT-IN FILL CRIPPLES (HORIZONTAL MEMBER OPTIONAL) PLATE •INSTI7L PRIOR TO PERI PROPERLY ATT CEILING. •mI ALPINE ENGINE DESIGNI ANY F HANDLING. SNII PROVISIONS IL PAPER ASSOCIO EXCEPT AS NO THIS DESIGN. I ' arrrvrnurr n NIH2N�114N5N� ('B) (D) (B) (D)k(� #1 HIP GIRDER SETBACK` SEE CA -HIP ENGINEERING ' FOR JACK TYPE USED. F• NOTE: CONVENTIONAL FRAMING AND/OR CRIPPLES ARE NOT THE RESPONSIBILITY OF' THE TRUSS DESIGNER PLA'T'E MANUFACTURER, NOR TRUSS FABRICATOR. PERSONS EREC'T'ING THE 'TRUSSES ARE CAUTIONED TO SEEK ADVICE OF A LOCAL PROFESSIONAL ENGINEER REGARDING CONVENTIONAL FRAMING. *NOTE: SEE ORIGINAL. DESIGN FOR SETBACK, LUMBER, PLATING, LOADING AND DURA'T'ION FACTOR REQUIRED. THIS DRAWING REPLACES DRAWING CD110 IRENE IANDLINGAiNSTAE INLLINGFABRIANDI RACING) 1PUBLISHEDNBY INSTALLING I7(TRUISS TC LL PSF I�LF CALIF. BRACE IR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES (IONS. UNLESS OTHERWISE INDICATED, 70P CHORD SHALL HAVE QFESSIO TC DL PSF DATE 06/25/99 PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID QQ� A COPY DF THIS DESIGN TO THE INSTALLATION CONTRACTOR. NOT BE RESPONSIBLE fOR ANY DEVIATION FROM THIS BC, DL PSF DRWG BRCALI-11POG99 > DRWG TRUSSES IN CONFORMANCE WITH TI'II OR FABRICATING' f0 BRACING DF TRUSSES. DESIGN CONFORMS W17H APPLICABLE s BC'LL PSF -ENG :'•L ' IhSDNY TIA�STAMERICAN NIORS . AREMADEOf20GA NECONNECT653 GR40 GALV. STEE r TOT.LD. * PSF FORS TO EACH FACE DF TRUSS AND, UNLESS OTHERWISE LOCATED N '• DRAWING INEERINGAWINGS RCSPONSIBILITY * DUR.FAC. .* SOLELYAFORNTHEITRUSS COMPONENT7ES IND USE OF THIS COMPONENT FOR ANY BUILDINGER SPACING SPARTICULAR ANSI/TPI SECIIIIN 2. COIOV STANDARD JACK DETAIL ;. SPACING : 24" O.C. DEFLECTION CRITEfIIA: .5x3 (LIVE LUAU) `'.m RAFTER SLOPES < 4: 12 ' 1,/240 to r RAFTEII SLOPES > 4: 12 < 12: 12 - L/100 N CEILING JOIST - L/240 RAFTEfI -i I:ll IT IS 'THE RESPONSIBILITY OF THE BUILDING DESIGNER AND TRUSS FABfIICATOA TO REVIEW TIIIS DRAWING PRIOR TO CUTTING 's LUMOER TO VEIIIFY TIIAT ALL DATA, INCLUDING DIMENSIONS AND LOADS. CONFORM TO THE AIICIIITECTURAL. SPECIFICATIONS / I ( .ANO.FABnICATOR'S TRUSS LAYOUT. ;'•'' 2X4 Ire 1.5X3 MAXIMUM CLEAfl SPAN II 2X4 1•IEM—FIR STANDARD ----—......._....._...— -RI:f111IRF0 IF f1AFTEn NOT CEILING .JOIST SUPPOATEU AT END LIVE LOAD (PSF) DEAD LOAD'(PSF) DURATION FACTOR SIZE GRADE 2X4 II - FL 2X4 SS FL 2X6 11 FL 2X6 SS FL G C G O r= 1� O CI kt-- G G t�O C= . cr_1[ �ALo_ o TRUSScm 1—i C -r 1-I 171 1.I 1=1 RAFTER 1SLOPE < 4: 12 AAFTEn SLOPE > 4:12 BUT .�.__.?_s 12 CEILING JOIST 16 16 30 30 16 16 30 30 10 15 10 15 10 15 10 tri 5 25X 25% 15% 159 25% 25% 15X 15% 1.00 --MAXIMUM CLEM SPAN -- 9-22_0 8-7-0-_ ...7-11`0 7-5_0 ^ 0-11-0 0-4-0_ 7_10-0 7_5_0-v =4=09-6-0 OL11-0 _ 0_5_0__ _0_0:0__ _ 9-3-0__ 0_7-0 _ 0_2-0_ _7;14=11,13-4-0 12-6-0' 10-9-0 10-2-0 12-3-0 11-6-010-9-0 10-3-013-11-0 13-11-0 13-1-U 11-10-0 11-4-0 12-8-0 11-11-0 11-4-0 10-10-0 13-11-0 DESIGN C11IT UBC HHIMPORTANT xItAl.r11t 11G11tf1t9 rfilmA:ls. tic. WARNINGm9ssts ItO11111E pllltl¢ C y 0111) 11111 of It11ranlme (fillsillyI I IIANLL1110. tn[011al �• i 0t11Allal 11,110114 1111% 11(111611 on 111[11( %I%ICI►1GAlla1%. lost Aur tmACuo. SIC ul0.91 of Irl. lot( 11 .11 ~ c^ ►AILa1t 10 110ILO 1119 IA.O UI Ca/aYIAIA:e Visit 111111111 If 11-1. Ial A110111UlAL 5P(CIA1. 1Y.11NA1-(111 OIIAC ALPIIIt C0184CICAS AIIII NAII( Of TOGA SAHs. 2119L K.(11110 A%IN alll(Nllllt. W1.(%1 011[11111%( III11CAItl A41411 CII a tictrl A% 110199. #"%1 CautClalt l0 [Act$ ►Act 0r C1/110 1111ALL 01 1AR141.11 NIACEII 9I10 111uss AIG aILt11% 011tl0111t tOCANO al fins 11111611, 141111111011 1,1 A1110,09.11)PL111a10 11161,111114.a 111 c011l C1ons ?111 01141111111% 130. I30 C 111,41A•►. 11I%IGII SIAI41AIIn Vlln MVV•911.1 41141.34111 IUGIII c(I1.1111 -• ' ' c0lrol" a/APRICAeIe 110/1111an (N• 109 1 Irl. IN 111111t1e's - A61VIt N.c1111 •A1, JAIME 11/11911 14181 r C1V�\. Q� - ffAl al till% 011AN114 ►l7'Llf1 10 lost 6106409111 01PIC110 IUIE (1010110,11, Arn.IGAIIIn. IO11111M A Ca11 Or un. �j'TTE IN all 1. A111 1111611 Ins of 111111111 1114111 111 Allo 011911 NA1. 111(11011 111 lit IIIII%1 11111:1111 N11IIIIAGIINI. ',. .. .. 11.1 1...I% 1.1.If 111!1111111. 1111: - 111.11 III 111111.1 IN 111;11 !1.11:11 1CA 111111 11"1 YII1111 1:111 1•. Iln if. 11 1111 JACK DETAIL DAH C0101- CA—ENG JS Ca N M fn : (UKNOWN - [DGE] Al TOP CHORD 2x4 DF -L #'1 :T2 2x6 DF -L #2: BOT CHORD 2x6 OF -L #2 WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. THIS DUTCH HIP IS DESIGNED TO SUPPORTS 5-0-0 JACKS WITH NO WEBS, 24" OUTLOOKERS AND GABLE FILL LOAD NOT TO EXCEED 10 P THIS DWG PREPARED FROM COMPUTER INPUT fLOAns R nTA1FMcYnme, --- SEE DWG GBLLETIN0699 FOR MORE REQUIREMENTS. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC @ 24.00" OC, BC @ 72.00" OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 0 ABOVE JACKS, jr 10 PSF BC LIVE LOAD PER UBC. 0 Lt --1 (*) LATERALLY BRACE ALL FLAT TC IN THIS AREA AT 24" OC. 0 z 143X8 - 144X4 W4X6 �\ W4XE 6 r * * URI 66, v T2 0 Yy 11 _ wx W3X10(B3) = W4X4 = HS412 = W2.5X4 =—W04 = w C-3 z z w w LFi o owl z 143X10(83) - 10-5-8 I 5-1-0 I_ 5-5-8 ¢ It I 21-0-0 Over 2 Supports R=1851 W=5.5" LE2-0-0-a1 R-1851 W=5.5" CA 1 - � Note: All Plates Are W1.5X4 Except As Shown. N PLT TYP. High Strength,Wave �1 z TPI -95\R C SII 10.0 PSF —WARNING" TRUSSES RF QUIRE EY7REHE CARE IN aNSTAT I 7.0 FABRICAT [on,NDg_n SHIPPING. INSTALLING AND BRACING. REFER TO HIB•91 (HANDLING INSTALL IIIG AND 0 BC LL BRACING), PUBLISHED BY TPI INSTITUTE, 583 O'OHOFRIO DR.. SUITE 200, MADISON, WI O F AP 18 01 537!9)• FOR SAFETY PRAC7ICESUPRIORAiO PERFOgNIM6 THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP STRUCTURAL � PSF CHORD SMALL HAVE PROPERLY ATT ACHED PANELS , BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT•` N 1.25 FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL 1107 BE RESPONSIBLE A L P I N E FOR ANY DEVIATION FROM THIS DESIGN, ANY FAILURE TO BUILD TILE TRUSSES IN CONFORMANCE WITH TPE; OR FABRICATING BRACING OF HANDLING . , SHIPPfNG, INSTALLING AND TRUSSES . THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS PMADESOFD206A THE OF "OS (NATIONAL OES16U CONNECTORSON ARE ST AND ON) AND TAPPLyAC01111ECT0R5 ¢,!pineQ E,,�ng�ineered PfoductS, Inc WWaulCDID, CA 95828 _. ASTMAMERICAN GR40FOR GALV. STEEL EgEXCEPTIAT AS NOTED. TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED OH THIS DE SI GLI, POSITION CONNECTORS PER DRAWINGS 160 A.I. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERING CR SOLEI, FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF 7HL5 CONPONENi FOR ANY PART'CUL All BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TPI 1.1995 SEETION 2. LE2-0-0-a1 R-1851 W=5.5" Scale =.25"/Ft REF R427-'-89900 DATE 04/17/01 701OR CAUSR427 01107071 H SEON 27524 FROM KD CA 1 - F SOLD W ti �c, TC LL 16.0 PSF �1 z TC DL 10.0 PSF ' N 0 5 BC DL 7.0 PSF 0 BC LL 0.0 PSF F AP 18 01 TOT.LD. 33.0 PSF 9CIVO- P �oFCA"pd _. OUR.FAC, 1.25 -SPACING— 24:0" Scale =.25"/Ft REF R427-'-89900 DATE 04/17/01 701OR CAUSR427 01107071 H SEON 27524 FROM KD I' (UKNOWN - A2 COM TnD run.. ., Cn N N 93. 0 0 C L17 O LJ] F-. C> O Pl- Q W W W, c.5 Z W 80T CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. THIS OHG PREPARED FROM COMPUTER INPUT fLOADC R nTMcuexnxic% IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS '0 BRACE TC @ 24.00" OC, BC @ 72.00" OC. DEFLECTION MEETS L/240,00 LIVE AND L/180,00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. W4X4 = N3A4= .1,- —(nx) = �a 42-0-031 z �z -o-owl a I— 10-6-0 ) 10-6-0 I o0 wn I I21-0-0 Over 2 Supports R=797 W=5.5" 1 nkT `P`s R=797 W=5.5" .d. PLT TYP, Wave TPI -95\R Design Criteria: TPI STD •WARN IIIG •� TRUSSES REQUIRE EXTREME CARE 111 FABRICATION, HANDLING, SH]PPING. INSTALLING AND C A - 1 - - - f Scale = . 2 5 �� F t . I BRACING. RFFER TO 1118.91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE T C L L 1 6.0 PSF F PERFORMING SBS DFUNCTION DR., SUITE t00, MADISON, NI 53719), FOR SAFETY PRAC71CF5 PRIOR TO ��o1-1) �! y R E F R427-89899 p PERFORMIIIG THESE FUNCTIONS, UNLESS OTHER M ISE MDI GATED, TOP CMOAD SMALL HAYS PROPERLY ATTACHED p STRUCTURAL PANELS, BOTTOH CHORD SHALL HAVE A PROPERLY ATTACIIED RIGID CEILING. h l` !� TC DL 10,0 PSF DATE 04/17/01 N rPRODUCTSA17INC. SHALLIHOTABEORESPONSIBLEPY OF Till$ DFORGXART THE DEVIATIONINSTALLATION THISCONTRACTOR. DESIGN: ALP]AMYNEFAILUREETOD m B C D L 7. 0 PSF D R W CAUSR427 01107093 A L P I N E BUILD IN TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANOIING, SNIPPING, INSTAIIIHG AND O, B O BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS HI NOS .I NSTAL(VATIONAL,NGS INN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE E BC LL 0.0 PSF CA -ENG LVT/GWH OACH CORRECTORS ARE MADE OF 2OGAUNL UNLESS A653OTHERWISE SEL GALE, STEEL, EXCEPT AS NOTED. APPLY CONUECTORS TO p r 1 8 2 DO 1 p.., ACH FACE OF A-Z.TRUSS' AND UNLESS OTNEgWISF LOCATED 011 THIS DESIGN, POSITION CONNECTORS PER '} * TOT. LD. 33.0 PSF SEAN - 27521 DRAWINGS 160 A -Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL EN6INEERING piDeEngineered Products, Inc RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN.. TILE SUITABILITY A11D Eli OF TI1l: CIVIL P OUR. FAC , 1.25 f ROM KD $RCTB(nento, CA 95828 COMPONENT EOR ANx PARTICULAR BUILDING IS THE RESPONS181lITY OF THE BUILDING DESI GIIE R, PER ANSI /TPl 1.1995 SECTION 2. _ SPACING IS 24,0" Co CV �I (UKNOWN - [SGE] A3 DTC TOP CHORD 2x4 DF -L #1 BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Stand and ,112 2x4 DF -L #1: PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. 10 PSF BC LIVE LOAD PER UBC, o (TRUSS DESIGNED FOR 24" MAX. OUTLOOKERS o GABLE FACE MATERIAL: 30 PSf MAX. �. C=; (K) 2X4 DF -L #1 OR BETTER BLOCK. ATTACH BLOCK TO THE TC I WITH W2X4 PLATES @ 24.0" OC THROUGHOUT, PLUS HEEL PLATES SHOWN_ W4X4 =_ THIS DWG PREPARED FROM COMPUTER INPUT (EOADS 1 nrmrmC1-- r SEE DWG GBLLETIN0699 FOR MORE REQUIREMENTS. (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER, IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC @ 24.00' OC, BC @ 72.00" OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. J\ --"% C-13 CMI L --2-0-0- w z 10-6-0 ¢ I IR=1736 11-5.5" a, Note: All Plates Are W1.5X4 Except As Shown. �? PLT TYP. High Strength Wave TPI -95 W3X8= 0-6-0 11fj ITE 1-0-0 Over 2 Supports , °-FWA�MVE ?' R='1738 WR5.k5 �, fIr -- —WARNR Dn Criteria: TPI STD IONesi MG. PT CA - 1 - - REFERR TO MIB 91U IR(HANDLING INSTALLING INSTALLING LL ~O TUiI. AID Bfl CING)HBRICATiNPUBLI5ME0 BYOL [ 583 SBS 0UNCTION0FRio OR., SUITE 200, MADISON, PLATE PERFORMING THESE FUNCTIONS. 53719J, FOR SAFETY PRACTICES PRIOR TO SS OTHERWISE � Q�.p W, F T C LL 16.0 — P S F CO N TE INDICATED, TOP CHORD SHALL HAVE PROPERLY•ATTACHEO CHORD STRUCTURAL PANEIS, BOTTOM CHOgO SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. y ' T C D L 1 0.O PRODUCTS. INC. SHALLISH HOTABEOPY OF THIS RESPONSIBLEDFORGNANY THE DEVIATIONINSTALLATION BUILD THE THISTDESIGN: AANYIIEFAILUREENGINEERED P S F ALPINE TO TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING, SHIPPING, BRACING OF TRUSSES. B C D L 7.0 P S F INSTALLING AND THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS SPECIFICATIOR PUBLISHED N . 0 wi (NA110NAL ,DES IGH BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 206A BC LL 0.0 P S F �r.1PiucEngincemdProducts ,Inc SOGTa111entD, CA 95828 ASTM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY COHNECTOflS TO EACH FACE OF iRu55, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION COIINECTORS PER DRAWINGS 160 A•1. THE SEAL ON THIS DRAWING 1HOICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING ,, RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANYPARTICULAR BUILDING IS THE RESPONSIBILITY' OF THE BUILDING DESIGNER, PER ARS(/TPI 1•(995 SECTION 2. SECT 1, -- ___ Ap 18 0 1 # * �p '/q CIV{I: P �OFoau TOT . L D OUR. FAC. SPACING . 33.0 1.25 24.0" P S F Scale —.375"/Ft REF R427--89901 DATE 04/17/01 DR W CAUSR427 01107072 CA -ENG LUT/GWH SEAN - 27526 FROM KD co cli L.c-> (UKNOFlN 81 HIP CARR 031008 SB ) Tno THIS ONG PREPARED FROM COMPUTER INPUT EIOAns R nre.•lrmcrnue, ciinu...runn., cnv ur-L #1 BOT CHORD 2x4 OF -L #1 WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3,3. o-: ADDITIONAL LOADING PER TRUSS MANUFACTURER --------------- o BC - From 53 PLF at 0.00 to C=) 53 PLF at I- - RECOMMENDED CONNE 8,00 o CTION; SIMPSON LU24. SEE SIMPSON CATALOG C-2001. z W4X6 (R) ai W25X4 E— U Q O I1. Q w lY w w z W2X4 (/11I c5 W1.5X4 III z w w W2X4(A1) aL_ 3-10-8 0 3�° 3-10-8 ¢ [--'---8-0-0 Over 2 Supports-� I R=518 W=5.5" I R=518 W=5.5" ci. LSA PLT TYP. Wave TPI-Qqlo 9-0-0 DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD, #1 HIP SUPPORTS 3-10-8 JACKS WITH NO WEBS, CORNER SETS ARE CONVENTIONALLY FRAMED. BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE TC @ 24.00" OC, BC @ 72.00" OC. B � Ju EQ ftA�6NG DEPARwF. '"ROvEr.i ~ '•WARNING•' TD TRUSSES REQUIRE EXTREME [ARE IN FABRICATION, NANO [)MGC SNIP e 61 aHSTATPIN4 AND BRACING. REFER TO HIS -91 I O~ (HANDLING INSTALLIMG AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, SBS 0.UNOFRJOCTION DR..SUITE HER MADISON, NI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, �0� W /i)P �I T C L L 16.0 P S F TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOT TON CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. --IMPORTANT-- -IMPORTANT-- FURNISH 'tyj 2 TC DL 10.0 P S F CV A COPY OF THIS DESIGN TO THE INSTALLATION COfITR ACTOR, ALPINE ENGINEERED INC, SNAIL FOR BE RESPANCE 7n I N E ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO CONFORMANCE BUILD THE TRUSSES IN CONFORMANCE KITH TPI; OR FABRICATING, HANDLING, SHIPP14G, WITH BRACING OF N B C O L 7.0 P S F INSTALLING AND TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS SPECIFICATION OO �ALP OF NDS (NATIONAL ,DESIGN PUBLISHED BY THE AMERICAN FOREST A110 PAPER ASSOCIATION) AND CONNECTORS B C L L 0.0 P S F M4 0. TPI. ALPINE ARE MADE OF 20GA ASTH A6S3 GRAD GALV, STEEL, EXCEPT AS MOTE6. APPLY COHNFCTORS TO EACH FACE OF TRUSS, AND UNLESS Ap 1 8 O 0 1 ¢A,IpineEngineered Prod ucts,Inc SaCI9Tnento, CA 95828 OTIIERYISE LOCATED ON THIS DESIGN. POSITION COHNECTONS PER DRAWINGS 160 qt. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. • THE SUITABILITY AND USE OF THIS COMPONEMT FOR AMY PARTICULAR BUILDING IS THE RESPONS181LtTT Of THE BUILDING OFSI6MEfl, PER ANSI/TPI - 1995 SECTION 2L * * �p -f� CIVIL P �OF 1F T 0 T DUR. SPACING . L D FAC . 3 3.0 . 1.25 24.0" P S F Scale =.375"/Ft. REF R427--89902 DATE 04/18/01 DR W CAUSR427 01108006 CA -ENG LVT/GIJH SEQN - 27531 FROM KO mm CJ] E- V Q O P-. W isl W (UKNOWN - C1 HIP ) [PLATES CHORD 2x4 DF -L #1 CHORD 2x4 DF -L #1 WEBS 2x4 OF -L Standard DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3,3. IIN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE TC @ 24.00" OC, BC @ 72.00" OC. W2.5X4 ..11 — _ THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. #1 HIP SUPPORTS 4-0-0 JACKS WITH NO WEBS. CORNER SETS ARE CONVENTIONALLY FRAMED. BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. 142.5X4 L� �� 1 1 \•'l W 2-0-0--.J At I z 4-0-0 �2-0-0� RE COUNI,, o. —7-0-0 15-0-0 Over 2 Supports4-0-06dde4Gtlt ��' "��`• R=865 W=5.5' a R-865 W=5.5" PRO V 4— CND PLT TYP. Wave TPI -95 R. Design Criteria: TPI STD) 'WARNING" TRUSSES REQUIRE EXTREME CAPE IN FABRICATION, 1 HARDLINE, SNIPPING, IIISTAlL1NG AND BRACING. REFER TO HIS (MANDL ING INSTALL 1116 AND BRACING), - F Scale =.375" Ft, PUBLISHED BY Tp] TE INSTITUTE. 503 D'ONOfp10 OR., SUITE 200, MADISON, HI 53)79), FOR SAFETY PRACTICESUpgI0AAT0�0�'pH! PER FOgMIHG THESE iUNCT10NS. UNLESS t- (�• TC LL 16.0 PSF REF R427 89903 C= O OTHERWISE fNOICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANElS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING, 'IMPORTANT— FURNISH Y- TC OL 10.0 PSF N A COPY OF TUTS DESIGN TO THE INSTALLATION CONTRACTOR. iOR. ALPINE ENGINEERED PRODUCTS.THE INC. SHALL NOT BE RESPONSIBLE DATE 04/17/01 ALP INE FOR ANY DEVIATION FR OH TNIS DE51611; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH Tpl; OR FABRICATING, HANDLING. BRACING Lt B C 0 L 7.0 PSF DRbI SHIPPING, INSTALLING AND OF TRUSSES. THIS DESIGN CONFORMS NI iN APPLICABLE PR SPEC D CAUSR427 01101077 OV OF HOS (NATIONAL, DESIGN IFICAT EOM PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND Co"MARE BC LL 0.0 PSF yX TPI. ALPINE RAGE OF 20GA ASTM A653 GR40 GALV, STEEL, EXCEPT AS NOTED. EACH FACE OF CA -ENG LVT/GY1H li Jpine EnBtpeeTelj PT95-Is, Inc. .iDLT'dlTlimIO, CA 9$828 APPLY CONNECTORS TO TRUSS, AND UtlLESS OTHERWISE LOCATED OH THIS OC SIGN. POSITION CONVECTORS PER DRAWINGS 160 A-E. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONINT DESIGN SHOWN, THE SUITABILITY ANO USE OF TNIS COMPONENT FOR -19 ANY PARTICULAR BUILOf NG IS THE RESPONSIBILITY' OF THE BUILDING DESIGNER,ANDUpOF ANSI/TPI 1.1995 SECTION 2.�� * Apr 1 8 2001 * �� CIVIC. P rnL Lf TOT, DUR SPACING._.24_.0" L0. FAC. 33.0 1.25 PSF - SEON FROM - - 56434 KD -- - CD CV c (UKNOWN - C2 HIP CARR tUr CMUR•D 2x4 OF -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. r1: ADDITIONAL LOADING PER TRUSS MANUFACTURER ---------------- o BC - From 66 PLF at 0.00 to C=) 66 PLF at 15.00 c- - RECOMMENDED CONNECTION: SIMPSON LU24. SEE SIMPSON CATALOG C-2001. 0 z C./:) H v o x w w w• z C.5 z L--�2-0-Q� Y� 5-4-8 4-3-0 5-4-8 Q R=1094 1�1=5.5" 15-0-0 Over 2 Supports - rs.. ca PLT TYP. lJave TPI -95 R Design Criteria: TPI S '•WARHING•' TRUSSES REQUIRE EXTREME CARE IN FABRICATION, ' BR AC [UG. REFER TO HID 91 (HANDLING INSTALL AND BRAC[pG)NAN pU8lI5HE0 BYSH TIN! INSTAILf NG AND INSTITUTE, 583 D'ONOFRIO DR.. SUITE 200, HAD ISON. NI 53719), FOR SAFETY PRACTICES(TRUSS PRIOR PLATE O PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED C� STRUC7URAL PANELS, BOTTOM C11011 SHALL HAVE A PROPERLY ATTACHED RIGID CEILING, N " )'PORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, I'IIC- SHALL HOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO A L P I N E BUILD TIIE TRUSSES iW CONFORMANCE tll iH TPI; OR FABRICATIgG, HANDLING, SHIPPING, IIISTALLIN6 AND BRACING OF TRUSSES, THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS Of NOS (NATIONAL,DESIGH SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE �r CONNECTORS ARE MADE OF 20GA ASTM A653 GRID GALV, STEEL, EXCEPT AS NOTED. APPLY CONNEC70RS TO Q, EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. PO SIT1011 CONNECTORS PER DRAWINGS 160 A-2- THE SEAL On THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING �P�eEn®ineeredProducts , Inc., RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY NAL USE OF THIS Sacramento, CA 95828COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIB iI ITY . THE SUITABILITY DESIAIJOGNER. PER ANSI/TPI 1-1995 SECTION 2. THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMFNSTONSI VIRMITTcn o DEFLECTION MEETS L/240,00 LIVE AND L/180.00 TOTAL LOAD. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE TC @ 24,00" OC, BC @ 72.00" OC. W2.5X4 W06 (R) /ii ca L-2 - 0 - o---JAJ rM WW RJOLEENI-ING DEPA Fv T !V FP,, - R -1094 W=5.5" D CA —o% -o W tiF TC LL y� zm TC DL O BC DL BC LL Apr 18 2001 * TOT. LD. CN11L p OUR . FAC 9�OfiCALyFo SPACING W2 .5 X 4 -1-/-/F Scale =.375" Ft. 16.0 PSF REF R427--89904 10.0 PSF DATE 04/11/01 7.0 PSF DRW CAUSR427 01107074 0.0 PSF CA -ENG LVT/GWH 33.0 PSF SEON - 56436 1.25 FROM KD 24.0- 4.0" (UKNOWN - D1 HIPSET 6- SB ) TOP rHn2n 2.. 80T CHORD 2x4 DF -L #1 WEBS 2x4 DF -1 Standard ca 0 PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. a BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. 0 11N LIEU OF STRUCTURAL PANELS USE PURLINS 0 8C @ 72.00" O.C. Ln THIS OWG PREPARED FROM COMPUTER INPUT fLOAIIS A nrucnlcT-- nr M. DEFLECTION MEETS L/240.00 LIVE AND L/180,00 TOTAL LOAD, 10 PSF BC LIVE LOAD PER UBC. #1 HIP SUPPORTS 6-0-0 JACKS WITH NO WEBS. CORNER SETS ARE CONVENTIONALLY FRAMED. USE THIS DESIGN FOR COMMON HIP TRUSSES @ 24.0" OC. EXTEND SLOPING TC TO BRACE TC @ 24.00" OC, OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT EXTENSIONS EVERY 3.00 FT TO FLAT TC. ATTACH 2x4 LATERAL BRACING TO FLAT TC @ 24.00" OC WITH 2-16d NAILS AND DIAGONALLY BRACE PER HIB -91 13.2.1(FIG.33), OR DWG. BRCALHIP0699. SUPPORT HIP RAFTER WITH CRIPPLES AT 4-2-15 OC. W4X4 H -,5- W3X8 = W4X4 9=1 Q w Cy C-3 w c.5 z w �2-0-OBJ w - - z 6-0-0 a 6-0 0 6-0-0 R=1229 W=5.5" cam. co c.3 PLT TYP. Wave TPI -95 R 18-0-0 Over 2 Supports W4X4 (A2) L--2-0-0.�,J R-1229 W=5.5" D\ TVG XPARTMEk PROVE C/ '—' RNTNU•� T0.USSF5 REQUIRE EII1gEMf CARE IN FABR1CAi70ND,e MAN09L 1)NGC SNppejriag: TPING IN6. REFER TO F ANDTO H1B-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI TITUTE. SB3 O'ONOFg10 D0. „ SUITE 200, MADISON, WI 53119), FOR SAFETY PRACTICESUPRIORA70LD ORMING iME SE FUNCTIONS. UNLESS WF T C L L 16-Q PSF NUCTS, OTHERWISE INDICATED, TOP CHORD SMALL NAPE PROPERLY ATTACHEDCTURAL PANELS, BOTTOH CHORD SMALL IIAYE A PROPERLY ATTACIIED RIG10 CEILIN6.PORTANT`• FURNISH A COPY OF THIS TC DL 10.0 PSF DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEEREDy INC. SHALL NOT BE RESPONSIBLE FOR `�ALPIN E ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO8C D THE TRUSSES IN COHFORNANCE WITR TPI; OR FABRICATING, HANDLING. TNG m DL7.0 PSF SHIPPING, INSTALLIIIG AND OF TN U55C5, THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF K!CATION N NOS (IlATIONAL DESIGN PUBLISHED BY THE AMERICAN FOREST AILD PAPER ASSOCIATION) AHO TPI. ATIONALPINE ECTORS ARE MADE OF BC LL 0.0 PSF C>~ Inc CA 95826 20GA ASTH A653 GRAD GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO FACE OF TRUSS, AND URLESS OTHERWISE LOCATED ON TH[S DESIGN, POSITION CONNECTORS PFRT0T.LD. INGS l60 A -l. TME SEAL ON THIS DRAWING INDICATES ACCEPTAIICE OF PROFESS[ONpL ENGINEERING'�JPiXIeEngineeredProducts ORSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUIiABIIITT ANO USE OF THISSa—mento, O"fNT FDR ANY PARTICULAR BUILDING IS TIIE ftESPONSIOfl1TY tlf TIIE BUILDING DESIGNER, PER /TPI -1995 SECT I DN 2, Apr 1 8 2001 CIVI1- \p �rFCIP DUR.FAC,1.25 SPACING 33.0 24.0" PSF _Scale =-25"/Ft REF R427--89905 DATE 04/17/01 DR W CAUSR427 01107075 CA -ENG LVT/GWH SEAN - 56438 FROM KD (UKNOWN - D2 COM TOP CNnRn 2�A nr_ Ir IBOT CHORD 2x4 DF -L #1 WEBS 2x4 OF -L Standard c.o N PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7,3.3. w W4X4 Ea THIS DWG PREPARED FROM COMPUTER TNPIIT it AAnc n nrueu.•...,— - ----••-•"•••.V —,u,'Lo nT IMu�a MhM. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC @ 24.00" OC, BC @ 72.00" OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC.. W2X4(A1) = 42 .6-0 • LE2-o-a.,J 9-0-0 9-0-0 L_ l 18-0-0 Over 2 Supports R-698 W=5.5" R=698 W=5.5" N PLT TYP, Wave TPI -95 '—' R , Criteria: ••WARNING++ TgUSSES REOUI RE EXTREME CAgE PI 16.0 PSF TC DL IN FABq 1CATIOHD,e H IDLING. SHIPPING. NG AND BRACING. REFER TO Nt8.9t(HANDL]NG INSTALLING 1116 AND BRACING), DUEL INSTITUTE, SB3 PSF O 7.0 ISNED BY TP] TR 0^040Fft 10 OR., SUITE 200, MADISOII, NI 53719), FOq SAFETY pRACTICESUDRIDR ATO PERFORM IIlG THESE FUNCTIONS. UNLESS OTNERtlISE INDICATED, Q:.� w 4C C� PSF TOP CHORD SIIAII NAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTT0" CHORD SHAH HAVE A PRODERLY ATTACHED RIGID CEILING. "IMPORTANT" FURNISH y N ALPINE A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SMALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH FPL; OR TABRICATIN6, HANDLING, SHIPPING, BRACIIlG OF TRUSSES. ` SPACING 24.0" TOINSTAII]I16 IUD IS DESIGN C00FORM5 WITH APPLICABLE PgOVIS EONS OF 0D5 DNAOE SOFD20GA N ry� (IIATIOUAL DESIGN BY TASTH CONHFCTORSIARE HE AGR40R6ALY EST AHSTE (NOTED NO TAPPLY ALPINECTOgi •P Q, aL pine P EnESPONSIBILITY gineered A 95828, Inc. SRCramenln, CA 95828 A653ER ELEREYCEPTIAS TO # EACWHIGS H FACE OF TpU55, AND UNLESS OTHERWISE LOCATED 011 THIS DESIGII, POSITION CONNECTORS PER SOLELY7HE FOR STHE TRUSSTH EAL 00 ( COMPONENT DESIGII TES SHOWC[EPTATNE OF PR SUITABILI7YOAX0 ENGINEERING COMPONENT FOR ANY PARTICULAR BUILDING IS TME RESPONSIBIL ETY OF THE BUILD(HG T GN ER, PER ANSI/TPI 1•]995 SECTION 2. Apr 1 8 2001 9 CIVIL p 1���iAL.I -,aA, � 1 1 W. f . APPROVEr CA/ -/1/-/-/-/F TC LL 16.0 PSF TC DL 10.0 PSF BC DL 7.0 PSF BC LL 0.0 PSF TOT -LD. 33.0 PSF DUR.FAC. 1.25' SPACING 24.0" Scale =.25"/Ft REF R427--89906 DATE 04/17/01 DR W CAUSR427 01107076 CA -ENG LVT/GWH SEQN - 56443 FROM KD CC) N 0 (UKNOWN - E1 HIPSET 6' SB ) TOP cuonn 9VA F,C_i IBOT CHORD 2x4 OF -- L #1 WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. s.L-SPECIAL LOADS (GIRDER LOAD) ------(LUMBER OUR.FAC.=1.25 /.PLATE DUR.FAC.=1,25) TC - From 52 PLF at -2.00 to 52 PLF at 6.00 o TC - From 104 PLF at 6.00 to 104 PLF at 13.00 TC - From 52 PLF at 13.00 to 52 PLF at 24.00 o BC - From 28 PLF at - 0.00 to 28 PLF at 4.00 z 8C From 14 PLF at 4.00 to 14 PLF at 22.00 ITC - 365 LB Conc. Load at 6.00 IBUILDING DESIGNER 1S RESPONSIBLE FOR CONVENTIONAL FRAMING. W4X4 6 W3X6(A1) = W2 -5X4 4i=O-O- W3X8 = THIS DWG PREPARED FROM COMPUTER INPIIT n nenc v 131 IMU)�, MFR, DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE TC @ 24.00" OC, 8C @ 72.00" OC. USE THIS DESIGN FOR COMMON HIP TRUSSES @ 24.0" OC. EXTEND SLOPING TC OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT EXTENSIONS EVERY 4.00 FT TO FLAT TC. ATTACH 2x4 LATERAL BRACING TO FLAT TC @ 24,00" OC WITH 2-16d NAILS AND DIAGONALLY BRACE PER HIB -91 13.2.1(FIG.33), OR DWG. BRCALHIP0699. SUPPORT HIP RAFTER WITH CRIPPLES AT 5-7-14 OC. W2.5X4 m E 1 W1 -5X4 III W2 -5X4 W3X6 - W 3 X 4 6 W2. 5X4 = W4X4 (A2) 6-0-0 L:;42 -0-0--J10-3-8 5-8-8 L_ R=1357 41=5.5" 22-0-0 Over 2 Supports N PLT TYP. Wave TPI -95 R •'YAIit AG. G•• TRUSSES Rlite COUIgE EITRENE CARE IN FABRICATIOHD,e SAND NGC SNIP PRGj aNSTALLPING AVID D II STITUTE,REFER 503 DaONOFRIO DR.. SUITE 200-91 (HANDLING ?AMADISON. MILLING AND R AC53)19),PUFORSHED BY TPI SAFETY PRACTICES PRIOR PLATE PERFORMING THESE FUNCTIONS. UNLESS OTHER YISE INDICATE D, TOP CHORD SIIAII HAVE PROPERLY ATTACHED E STRUCTURAL PANELS, BOTTOM CHORD SHALL NAVE A PROPERLY ATTACHED RIGID CEILING. PRODUCTS, INC.' it SH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED nl PR ODUCIS, INSHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO ALPINE BUILD 711E TRUSSES 1H CONFORMANCE WITH iPi; OR FABRICATING. HANDLING, SNIPPING, INSTALLING ANO BRACING Of 1R US SE S. THIS DESIGN CONFORMS YITN APPLICABLE PROVISIONS HI PDS (NATIONAL NGAnDESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE f CONNECi0A5 APE MADE OF 206A ASTH A653 GR40 GALV, STEEL, EXCEPT AS NOTED'. APPLY CONNECTORS TO } EACH FACE OF TRUSS, ANO UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER p-' DRAPINGS 160 A•1. TINE SEAL ON THIS DRAWING IIID ICATES ACCEPTANCE Of PROFESSIONAL ENGINEERING ¢_Pine Engineered Products, Inc RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DE Gil ESRCSHOWN. THE SUITABILITY AND USE OF RING .SacTDmeuto, CA 95828 COM PO INE HT FOR ANY PARTICULAR BUILDING 15 THE RESPONSIBILITY OF THE BUILOING DESIGNER, PER ANSI/TPI 1.1995 SECTION 2. R=1088 W=5.5" .. H� 118 2001 CIVIL���'%/ FCALI1� %� ' 1 1 \•J 1� 17� WLINI Y -1V1�G ` Er-pAR i EP APPRO Ej CAL -111 -1 -1 -IF Scale--.25"'/Ft. TC LL 16.0 PSF REF R427--89907 TC OL 10.0 PSF DATE 04/18/01 BC DL 7.0 PSF DRW CAUSR427 01108001 BC LL 0.0 PSF CA -ENG LVT/GWH TOT.LD. 3'3.0 PSF SEQN - 56448 DUR.FAC. 1.25 FROM KD SPACING 24.0" (UKNOWN - E2 COM TOP run0'n —A• v, L �y BOT CHORD 2x4 DF -L #1 co WEBS 2x4 DF -L Standard N PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3 0 0 cl— L27 O W4X4= THIS DWG PREPARED FROM COMPUTER INPUT Fl nenc & n7MNuc-- -- - - -- -- --,,...,,L. of Ino3a KrK. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC @ 24.00" OC, BC @ 72.00" OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. Q W fY W W _ c7 z W2.5X4 (A1) = w L--2.0 01 w - z 11-0-0 L<2-0.0>1 Q.. 11-0-0 I I 22-0-0 Over 2 Supports R=830 W=5.5" Y1. PLT TYP. Wave TPI - 5\R Design Criteria: TPI STD "MARIA NG`• TRUSSES REQUIRE E; TREHE CARE IN FABRICATION. HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TD NIB•91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 5B3 D'OMOfR10 DR., SUITE 200, MADISON. HI 5371' FOR SAFETY PRACTICES PRIOR TO � PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE IIIDICATED, TOP CHORD SHAH HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BDTTON CHOg0 SHALL NAVE A PROPERLY ATTACHED R1610 CEILING, �. CV —IMPORTANT" PRODUCTS, INC. SMALLSII NOTABEOPY OF THIS RESPONSIBLEDFOR GN TO ANY THE DEVIATIOIIL FR ONII7HISTDESIGN: AANYIIEFAILUREETO A L P I N E BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING , HANDLING. SHIPPING , INSTALLING AND BRACING OF TRUSSES, THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGH SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 2OGA ASTM A613 GR40 rALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO XM" EDRAWINGS ACH FACE OF T HE TRUSS, AND UNLESS OTHERWISE LOCATED OR THIS DESIGN, POSITION CONNECTORS PER RESPONSIBILITY SOLELY FOR SEAL DN THE TRUSSS DRAW COMPONENT DESIGNFUG TSHOWNES CEPTANCE 0TNE SUITABILI7YOAHD ENGINEERH IHIS S .lpine Engineered Produch , Inc.COMPONENT FOR ANY PARTICULAR Bu1L01MG IS THE RESPONSIBILITY OF THE BUILDING OESIGDEqUSE OF T. PER Sa�'HIOCNLO, CA 9592$ ANSI/TPI 1-1995 SECTION 2. R-830 W=5,5" �a QUO -UNG DEPA -,-L ,� 4-. Ali PROVE 1 CA/ -/11-/-/-/F OLD w ti TC LL 16.0 PSF TC DL 10,0 PSF BC 'DL 7.0 PSF 5 BC LL 0.0 PSF 18 2001 * TOT,LD. 33.0 PSF CIVIL AQP OUR, FAC. 1.25 �ca►Ic� _ :..SPADING— 24.0" - _Scale=,25"/Ft. REF R427--89908 DATE 04/17/01 DR W CAUSR427 01107077 CA -ENG LVT/GWH SEQN - 56458 FROM KD (UKNOWN - E20 DRAG ) TETII runnh n v -L 17jBOT CHORD 2x4 DF -L #1 ca WEBS 2x4 DF -L Standard N PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. II- DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER 'UBC. 0 c Ln O z W04 THIS DWG PREPARED FROM COMPUTER INPUT 11 nanc R n7mcuern— lnvJ� nr M. ** THE MAXIMUM HORIZONTAL REACTION IS 1705# ** IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC @ 24.00" OC, BC @ 72,00" OC. TRUSS TRANSFERS 77.50 PLF ALONG TOP CHORD THROUGH TRUSS TO SUPPORT(S) WHERE INDICATED. DIAPHRAGM AND CONNECTIONS ARE TO BE DESIGNED BY ENGINEER OF RECORD. Q W [Y. cw W4X4 z z w w 11-0 0 11-0-0 I I 22-0-0 Over 2 Supports R=807 tl=5.5" Rh=1706/-1706 In_ � PLT TYP. Wave TPI -95 R R-807 W=5.5" c 1 1 E �l z C W7 I -P RE -71 _ "IIARNIgG*• Design Criteria: TPI STD TRUSSES REQUIRE 11TREME CARE 1N FABRICATION. MANDLING, SHIPPING. INSTALLING AND Bfl ACIH6. REFER TO HIO -91 CA - 1 F S c a 1 e —.25 " F t [� (HANDLING INSTALLING AND BRACING), DUBL ISNED BY iPl INSTITUTE. SBS D UNCTIONONOFRIO DR „ SUITE 200, MADISON. tll 53719), FOR SAF ETT PRACTICESPRIORSS TE PERFORMING THESE FUNCTIONS. UNLESS O7HERtlISE Q�p W �Iw T C L L 1 6, 0 PSF R E F , R 4 2 7-- 8 9 909 0 9 C� INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT•- FURNISH 7`� T C D L 1 0. 0 P S F N A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL HOT BE RESPONSIBLE D AT E 04/17/01 m ALPINE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATIIIG, HANDLING, BR ACIN6 N S B C D L 7.0 P S F D R W CAUSR42J SHIPPING, INSTALLING AHD Of IR USSE S. THIS DESIGN CONFORMS tliTH APPLICABLE o 01107078 PROVISIONS OF NDS (NATIONAL DESIGN CONNECTORS ARE CONNECTORS OH PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. BC LL 0.0 PSF CA a ALPINE MAGE OF 2OGA ASTH A859 GAOO GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO# EACH FACE OF TRUSS, AND UNLESS Ap 1 8 2 00 1 -ENG L U T / G W H �piue Engineered Produm GIC. SBCY3mento. CA 95828 OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 180 A -T. THE SEALON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN, TILE SUITABILfTY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPOUSfBILITY OF THE BUILDING DESIGNER, PER ANSI/ PI 1-1995 SECTION 2. * �p _r CIVII- 9�OF �P CALL TOT DUR SPACING . L D . FAC . 33.0 - 1, 24.0" PSF 25 S E 0 N FROM - 28683 KD _ _— (UKNOWN - F1 MONO HIP 6' SB TOP CHnRn 9v11 nc_t IBOT CHORD 2x4 DF -L #1 co WEBS 2x4 DF -L Standard :W8 2x4 OF c2 PLATES DESIGNED FOR GREEN -LUMBER PER NDS -97 TABLE 7,3.3. Q; BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. LIN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 0 24.00" OC, BC @ 72.00" OC. L L17 C=; _ 4!3X8 W4X4 = 6r U Q O a-4 to W4X4 C14=— W3X10(B3) = 142.5X4 z HS2512 z 142.5X4 THIS DWG PREPARED FROM COMPUTER INPUT n nenc a nTUCrec Tn DEFLECTION MEETS L/240,00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. #1 HIP SUPPORTS 6-0-0 JACKS WITH NO WEBS. CORNER SETS ARE CONVENTIONALLY FRAMED. W3X6 = W6X6 W3X6 W3X6 Iz 18-0-0 I 24-0-0 Over 2 Supports R=1743 W=5.5" o N PLT TYP H' h 142X4 III R-1804 W=3.5" F� T 3-0-4 9-0-0 LA_. ;--LUNG DSRARTMP- . N P I _. 19 Strength,Wave TPI -95 R •-'—' I ••YARII I LIG•+ TRUSSES REQUIRE EXTREME CARE IN FABR ICATfOtD,e IIN6C i aN: T CA SN[PPer ASTD MANOI 'NG-1P INSTRICITUTE. 583 AND ND - 1 F S c a 1 e = , 2 5 '� F t YBRAC5371. D'ONOFRIO DR., SUITE 20D. MADISON (TRUSS PLATE SSAFETY PRACTICES PRIOR TO PERFORMING THESE FUU[T10NS. UNLESS OTHERWISE INDICATED, W. t. �C` TC LL 16.0 PSF REF . R427--89910 nl TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIG 10 CEILIH6., 'I MPOft SANT*• FURNISH A COPY OF •PRODUCTS. �QLO '7 �` 0 7 T C D L 1 U TO THIS DESIGtt TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED INC. SHALL NOT BE RESPONSIBLE FOR 'C • 0 P S F DATE O 4 / 1 7 / 0 1 DEVIATION FROMATIO THIS DESIGN: ANY FAILURE TO TH TPI- OR HAN ALPINE. BR ACINGHOFTTRUSSESRUSSES �N COTNOSMDETIGNANCE ICONFORHS AAPPLICABLE a BC DL 7.0 PSF SPECIFICATON WITH PROVISIONS I. INSTALLING AND DRW CAUSR427 01107079 CONNECTORSBRICATING. OF NOSSHIPPING (II AREPMADESHED BY OF 20GATHE ASTHMA653AGRAOREST AtISTEEI PAPER TAP 8 C L L 0 0 PSF CA -pine - 6ALV EYCE PTIASIHOTE AND PI YACONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER DRAWINGS 160 A•Z. THE SEAL ON THIS GRAYING INDICATES ACCEPTANCE OF PROFESSIONAL EtIG INEERING Engineered ProdlLcts, Inc.RESPONSIBILITY SOLELY FOR THE TRUST COMPONENT DESIGN SHOWN. THE SOITABILITY AND USE OF THIS 9BGrB %t- CA 95828 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. -PER ANSI/TPI 1.1995 SECTION 2. — - --- - - --- -- -- — -- Ap 1 8 20 O1 # * CIVIL p 9T -CALIF — FOF -- TOT D U R S -PACING— . L D .FAC , . 33 .0 . 1.2 24 PSF 5 : o -,,--- -ENG S E Q N FROM L V T / G W H -'56466 K D - (UKNOWN - F2 MONOHIP 8' SB LOP CHORD 2x4 DF -L #1 BOT CHORD 2x4 DF -L #1 `c3I 14EBS 2x4 DF -L Standard CV PLATES DESIGNED FOR GREEN LUMBER PER NOS -97 TABLE 7.3.3. ci BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING- oIIN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE TC @ 24.00" OC, cc=' BC @ 72.00" OC. L2i 144X4 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS % nTMPNCTnuc. — - "YJ DEFLECTION MEETS L/240,00 LIVE AND L/180000 TOTAL LOAD. V V 10 PSF BC LIVE LOAD PER UBC. USE THIS DESIGN FOR COMMON HIP TRUSSES @ 24.0" OC. EXTEND SLOPING TC OF TRUSS AND JACKS TO HIP RAFTER, SUPPORT EXTENSIONS EVERY 4.00 FT TO FLAT TC. ATTACH 2x4 LATERAL BRACING TO FLAT TC @ 24.00" OC WITH 2-16d NAILS AND DIAGONALLY BRACE PER HIB -91 13.2.1(FIG.33), OR DWG. BRCALHIPO699. SUPPORT HIP RAFTER WITH CRIPPLES AT 5-7-14 OC. Q r>4 W3X6(A1) T w w c-5 z w I - r,=� �[-0-0-'1 z I_ 8-0-0 P-, ¢ 1, R=1299 W=5.5" cL. Czn C'j PLT TYP. High Stren th W Wf-.3A4 HS2512 144X4 6-0-0 Over 2 Support g ave TPI -95 R Design Criteria: TPI STD WARNING•* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, IN AND 1 INSTITUTE. REFER TO MIB -91 (HANDLING INSTALLING AND BRACING/. PUBLISHEp BY TP! INSTITUTE, 587 TE O'ONOFRIO DR., SUITE 200, MADISON, WE 53119), FOR SAFETY PRACTICES UPfl 100. SS ATO ~O PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED � STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. C\1 `•]MPORTANT`� FURNISH A COPY OF THIS DESIGN TO THE IMSTALLATIOII CONTRACTOR, ALPINE ENGINEERED PRODUCTS, INC. SHALL H07 BE RESPONSIBLE FOR AN 1' OE IATIOH FROM THIS DESIGN; ANY FAILURE TO A L P I N E BUILD TNI TRUSSES IN CONFORMANCE WITH FPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS Of NDS (NATIONAL DESIGN Cmd CONNECTORSION AREPMADESOFDBy 20GATHE ASTM A653AGA40REST AND GALV. STE ELEftEXCFPilA51NDTE0N0 TAp ALPINE TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER A� DgANIH6S 160 A,2. TNC SEAL ON THIS DRAWING INDICATES ACCEPTAOF PROFESSIONAL ENGINE ER LNG nlpine(, E�ngineered products, InC. RE SpOHSIBILIiY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. TICEHE SUITABILITY AND USE OF THIS JCQmneMlo, CA 95828 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPON SIBILITT OF THE BUILDING DE51611ER, PER ANSI TP 1.1995 SECTION 2. W5X8= 142 X 4 III ow" T 3-0-4 1 r`E �NG R=14413. V6 '� CA 1 - - F Scale- .25" Ft. �pLD W h F TC LL 16.0 PSF REF R427--89911 TC DL 10.0 PSF DATE 04/17/01 05 BC DL 7.0 PSF DR CAUSR427 01107080 D BC LL 0.0 PSF CA -ENG LVT/GWH * p 18 2001 * TOT -LD- 33.0 PSF SEON - 56470 CIVIL 9�OFCAL1 DUR.FAC, 1.25 FROM KD SPACING 24.011--- UKNOWN - F3 HIP TOP CHORD -2X4 DF -L #1 BOT CHORD 2x4 DF -L #1 co WEBS 2x4 DF -L Standard N tr PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. Q BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. I O IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE TC @ 24.00" OC, O BC @ 72.00" OCcl_ 0 zn F V Q O C>4 Ym-. /=1 w w z THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONCY CIIRMITTCn DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. USE THIS DESIGN FOR COMMON HIP TRUSSES @ 24.0" OC, EXTEND SLOPING TC OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT EXTENSIONS EVERY 4.00 FT TO FLAT TC. ATTACH 2x4 LATERAL BRACING TO FLAT TC @ 24,00" OC WITH 2-16d NAILS AND DIAGONALLY BRACE PER HIB=91 13.2.1(FIG.33), OR DWG. BRCALHIPO699. SUPPORT HIP RAFTER WITH CRIPPLES AT 5-7-14 OC. 144X4 1•!3X8 144X4= W2.5X4 w L--2=0-0-,1 W - z 1— 10-0-0 � !F R=1355 W=5.5" 13-0-0 8-0-0 Over 2 Supports C7lj' PLT TYP- 14ave TPI 95 R —" —YARN - Design Crit C=) TPI S O 0 06 ALPINE a "i pine Engineered Products, Inc. Sada .0, CA 95828 TNG TRUSSES REOU IflE fI TgEME [ARF IN FABRICAT1011, HANDLING, SHIPPING, INSTALLING ANO BRAL'IHG. REFER TO HIB•91 .(HANDLING INSTALLING AND BRACING PUBLISMCO BY ipl IM STITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WE 53719), BOR HED BY PRA[TI(TRUSS IDR ATTE O PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL SAFETY PRACTPROPEICES ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. " IMP ORTAYT`• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENG: NEEREC PRODUCTS, INC, SMALL NOT BE RESPONSIBLE FOR ANY BEY IAT -ION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES 10 CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SHIPPIH6, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WIE STTH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN COUNECTORS.SPECIFICATI ARE ON PUBLISHED SOF U20GABY TASTMHE MA653 AORAORGALYAHSTEELERETCEDTIAS ASSOCIATION)AND TAPpLT ALPINE TO EACH FACE OF TRUSS, AUD UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAPINGS 160 A•1, THE SEAL ON THIS ORAWING INDICATES ACCEPTAIICE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. TIIE SUITABILITY AND USE OF TMIS COHPONEUT FOR ANY PARTICULAR BUILDING IS TME RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECT1011 2, _ TD -.0-0 W1.5X4 m F3 ®'rAs cotm, . IR"'!1 �pLD W CA - TC LL 1 F k4l-te: Ft . 16.0 PSF REF R427--89912 �m TC OL 10.0 PSF DATE 04/17/01 0 BC OL 7.0 PSF ORW CAUSR427 01101081 Ap 18 2001 BC LL 0.0 PSF CA ENG LVT/GWH * * TOT -LD. 33.0 PSF SEON - 56472 CIVIIr DUR - FAC . 1.25 FROM KD - _ SPACING 24-.011-. - Co CV c.o a (UKNOWN - F4 HIP 12• SB TnD ru— n ul 'L1 BOT CHORD 2x4 DF -L �1 WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & nTM1:NCYnuc. CUD..1-1 . . DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. USE THIS DESIGN FOR COMMON HIP TRUSSES @ 24.0" OC. EXTEND SLOPING TC OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT EXTENSIONS EVERY 4.00 FT TO FLAT TC. ATTACH 2x4 LATERAL BRACING TO FLAT TC @ 24.00OC WITH 2-16d o {IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE TC @ 24.00" NAILS AND DIAGONALLY BRACE PER HIB -91 13.2.1(FIG.33), OR DWG. OC, t� o BC @ 72.00' OC. BRCALHIPO699. SUPPORT HIP RAFTER WITH CRIPPLES AT 5-7-14 OC. Lc 0 z W4X4 W3X8 = W3X4 = W2.5X4 > n 6 1— H C.D o rx ca - la r-) W3X8(811 _ W1 5X4 III W3X8 = W 4 X 4 bi1.5X4 W W2.5X4 - W3X8= HS2512 c> z Q=t o w z 5 X 4 III W3X6 =- L F `1 T 1-10-3 -I. 9-0-0 a,. V �l P, CA 1 - 12-0-0 1200 Scale =.1875" Ft. TC LL 16.0 I 1138 1 688 ¢ 10.0 L_ DATE 04/17/01 BC DL 7.0 f —30-0-0 Over 2 Supports DRW CAUSR427 01107082 I 0.0 R=1450 W=5.5" CA -ENG LVT/GWH TOT.LD. 33.0 PSF R=1386 W=3.5" sz. 1.25 FROM KD 0 PLT TVP. High Stren th,Wave TPI 95 R -- Design Criteria: TPI STD 'NAfl NTNG" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HAtIDLING, SHIPPING. 1NSTAlLINI AMD BRACING. REFER TO HID -91 (HANDLING INSTALLING AHD ORACING), PUBLI SNfD BY iPf (TRUSS PLATE INSTITUTE. SB3 D'OMOFg10 OR.. SUITE Z00. HAOISOII. N1 53719), PERFORMING W O C� FOR SAFETY PRACTICES PRIOR TO THESE FUNCTIONS. UNLESS OTHERWISE IHDICATED. TOP CM ORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CIIORD ���'D F9 CV SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. —IMPORTANT— FURtI]SH A COPY OF THIS DESIGN TO THE INSTALLAT1011 CONTRACTOR. ALPINE ENGINEERED PRODUCTS, IHC. SHALL NOT y / ALPINE BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO B0'LD 711E TRUSSES IN COUFORNAMCE WITH TPI; OR FABRICATING. HANDLING, SHIPPING. BRACING OF 5 INSTALLING AND TRUSSES. TH 15 OE SIGN CONFORMS WITH APPLICABLE PROVISIONS OF SPECIFICATION OO NOS (NATIONAL DESIGN PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOC IAT10N) AND TPI. CONNECTORS ARE MADE Py Q. ALPINE OF 20GA ASTM A6S3 GRAD GALV. STEEL, E%C EPT AS NOTED. APPLY COMNFCi0A5 70 EAC II FACE OF TRUSS, AND UNLESS OTHFAH.cF ,n�.. �,..... ...._ -. _. i AP 1 B 2001 I L F `1 T 1-10-3 -I. 9-0-0 a,. V �l P, CA 1 - F Scale =.1875" Ft. TC LL 16.0 PSF REF R427--89913 TC DL 10.0 PSF DATE 04/17/01 BC DL 7.0 PSF' DRW CAUSR427 01107082 BC LL 0.0 PSF CA -ENG LVT/GWH TOT.LD. 33.0 PSF SEQN - 56474 DUR.FAC. 1.25 FROM KD SPACING 24.0" (UKNOWN - F5 HIP 14' SB ) THIS ONG PREPARED FROM COMPUTER INPUT (LOADS A nrmrucinuci Tn D, runoh n BOT CHORD 2x4 DF L '1 DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. cn WEBS 2x4 DF -L Standard N \ 10 PSF BC LIVE LOAD PER UBC. PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. USE THIS DESIGN FOR COMMON HIP TRUSSES @ 24.0" OC. EXTEND SLOPING TC o OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT EXTENSIONS EVERY 4.00 FT TO BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. FLAT TC. ATTACH 2x4 LATERAL BRACING TO FLAT TC @ 24.00" OC WITH 2-16d o IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE TC @ 24.00" OC, NAILS AND DIAGONALLY BRACE PER HIY-91 13.2.1(FIG.33), OR DWG. � BC @ 72.00` OC. BRCALHIPO699. SUPPORT HIP RAFTER WITH CRIPPLES AT 5-7-14 OC. I-C-�- z (*) LATERALLY BRACE ALL FLAT TC IN THIS AREA AT 24" OC. W2.SX4 142.5X4 a W3X8 = W2. 5X4 c.5 z w a L 14-0-0 I 5-0-0 13-0-0 lr I I 32-0-0 Over 2 Supports -- R-1543 W=5.5" o Note: All Plates Are W1.5X4 Except As Shown. PLT TYP. have TPI 95 R Design Criteria: TPI STD ••NAR NTNG" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANOL ING. SNIPPING, 1tISTAI LING AND I BRACING. REFER TO HIO -91 (HANDLING INSTALLING AND BRACI N6), PUBLI STIED BY TPI (TRUSS PLATE INSTITUTE. 583 D•ONOFRIO DR., SUITE 200, MADISON. NI 53719), FOR SAFETY PRACTICES PR OR TO O~ PERFORMING THESE FUMCTl01i5. UNLESS OTHERWISE INDICATED, TOP CHORD SHAH NAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILIXG. D N `•IMPORTANT•` FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL HOT BE RE SP OH SIaLE FOR ANY DEVIA710H FROM THIS DESIGN; All FAILURE TO ALPINE BUILD THE TRUSSES IN CONFORHAIICE WITH TPI; OR FABRICATING, MAgOLING, SNIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL ,OESf6N SPECIFICAT10 t1 PUBLISHED BV THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE ps; CON RECTORS ARE MADE OF 20GA ASTM A653 GRaO GAIV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO 2, EACH FACE OF TRUSS, At10 UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER # ORA NGS 160 A- . TME SEAL ON THIS DRAWING 11101CATES ACCEPTANCE OF PROFESSIONAL ENGINEERING �fUpine Engineered Pn3ducts, I11c flE5PON5181LITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE Of THIS $eCfBII1B910, CA 95$28 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSIfTPI 1-1995 SECTION 2. W3X8 = T_ 5 0-10-3 �9-0-0 R=1428 W=3.5" App&0 CA/ -/l/-/- - F Scale =.1875" Ft. Lo�Dyy ti F TC LL 16,0 PSF REF R427--89914 F9� TC DL 10.0 PSF DATE 04/17/01 BC DL 7.0 PSF DRW CAUSR427 01107083 8 BC LL 0.0 PSF CA -ENG LVT/GWH 18 2001 * TOT.LD. 33.0 PSF SEQN - 56478 CIVIL P DUR.FAC, 1.25 FROM KD (� SPACING 24,0" (UKNOWN - F6 HIP 16• SB ) IOP CHORD 2x4 DF -L #1 BOT CHORD 2x4 DF -L #1 N WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. IUSE THIS DESIGN FOR COMMON HIP TRUSSES @ 24.0" OC. EXTEND SLOPING TC OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT EXTENSIONS EVERY 4.00 FT TO C=, FLAT TC. ATTACH 2x4 LATERAL BRACING TO FLAT TC @ 24.00" OC WITH 2-16d NAILS AND DIAGONALLY BRACE PER HIB -91 13.2.1(FIG.33), OR DWG. Ln BRCALHIP0699. SUPPORT HIP RAFTER WITH CRIPPLES AT 5-7-14 OC. 0 U 0 ra 2-10-3 f� -w a W4) C-11 W2.5X4 w w . z a 11 0 0 7-3-8 a I 28-0-0 Over 2 Suppor R=1349 W=5.5" o Note: All Plates Are W1.5X4 Except As Shown. c' -".PLT TYP. Wave TPI -95 R DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONSI SIIRN1TTCn ov z (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, BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE TC -Ca 24.00" OC, BC @ 72.00" OC. (*) LATERALLY BRACE ALL FLAT TC IN THIS AREA AT 24" OC. �� " WARNIfIG.- TRUSSES REQUIRE EXTREME CARE In FABRICATION. HND nNG ,, SN PPIII GI aNSTATPI AND BRACING. REFFR TO H[B9]' LHAHDLING INSTALLING AMD BgACInG), PUaIISNED BT TPI INSTITUTE. SBS O'ONOFRIO DR.. SUITE 200, MAD]SON. NI 53119), FOR SAFETY PRACTICES UPRIOR SS ATO O PERFORMING TnESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CNOAD SNAII HAVE PROPERLY ATTACHED 0 STR UCTUA AL PANELS, BOTTOM CHORD SHALL NAVE A PROPERLY ATTACHEO RIGID CEILING. C\T —IMPORTANT— FURNISH A COPY Of THIS DESIGN TO THE IIISIALLATIOM CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RE PO SIBLE FOR ANY DEVIATION fA OM THIS DCSIGII; ANY FAILURE TO ALPINE BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SIIIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) A,ND TPI. ALP RINENECTORS TO p� CONNECTORS ARE MADE OF 20GA ASTM A653 GRAD GALV. STEEL, EXCEPT AS IIOTED. APPLY CON Q., EACH FACE Of TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, DRAWINGS 160 A-E, E OF PROFESSIONAL ENGINEERING THE SERI ON THIS DRAWING INDICATES ACCEPTANCDOS IT ION CONNECTORS PER nl �pine Engineered Products. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOW11, THE SUITABILITY AND USE OF THIS Sacralneolo, CAA 9582 95828 COMPONENT FOR ANY PgpTICOLAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. _ _ --_ THIS -- 9 -8 - Design 9-8- F (0 W5X4(A2) =- r � . R=1242 W=S, 1 CA 1 -- F Scale'='.' -2.5° Ft. � �p%,D W TC LL 16.0 PSF REF R427--89915 1- TC DL 10.0 PSF DATE 04/17/01 10 '" BC DL 7.0 PSF ` DRW CAUSR427 01107084 BC LL 0.0 PSF CA -ENG LVT/GWH Ap 18 2001 * TOT.LD. 33.0 PSF SEON - 57941 civil P DUR.FAC. 1.25 FROM KD — -�-----SPAC-I-NG— 24:p — — --- — -- - (UKNOWN - F6D HIP 16' SB ) )up CHORD 2x4 DF -L #198et: BOT CHORD 2x4 OF -L #1&Bet. N WEBS 2x4 DF -L Standard c.o N PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. IDEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. o USE THIS DESIGN FOR COMMON HIP TRUSSES @ 24.0" OC, EXTEND SLOPING TC C=) OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT EXTENSIONS EVERY 4.00 FT TO Lc'FLAT TC. ATTACH 2x4 LATERAL BRACING TO FLAT TC @ 24.00" OC WITH 2-16d C -:' NAILS AND DIAGONALLY BRACE PER HIB -91 13.2.1(FIG.33), OR DWG. BRCALHIPO699, SUPPORT HIP RAFTER WITH CRIPPLES AT 5-7-14 OC. (*) LATERALLY BRACE ALL FLAT TC IN THIS AREA AT 24" OC. U Q O 2-10-3 Q w i w w z W5X8 CZ:, 4!3X4= w w , a 11-0-0 1 I I 28-0-0 Over 2 Support R-2586 W=5.5" Rh=5601/-5601 THIS ONG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR NEGATIVE REACTION(S) OF -345# MAX. (SEE BELOW) REQUIRES UPLIFT CONNECTION. ** THE MAXIMUM HORIZONTAL REACTION IS 5600# ** (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. 10 PSF BC LIVE LOAD PER UBC BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING, TRUSS TRANSFERS 140.00 PLF ALONG TOP CHORD THROUGH TRUSS TO SUPPORT(S) WHERE INDICATED. DIAPHRAGM AND CONNECTIONS ARE TO BE DESIGNED BY ENGINEER OF RECORD. -3- M Note: All Plates Are W1 -5X4 Except As Shown. PLT TYP. High Strength,Wave TPI -95 Design Criteria: TPI STD "YARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO NIB -91 (HANOLING INSTALLING AND BRACING). PUBLISHED DT TP1 (TRUSS PLATE 1NST ITUTE. 583 D'ONOFRIO DR.. SUITE 200, MADISON. Vl $7719), FOR SAFETY PRACTICES PRIOR TO p PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SMALL HAVE PROPERLY ATTACHED p STRUCTURAL PANELS. BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. CV " IMPORTANT" FURNISH A COPY OF THIS OESIGH TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SMALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE 70 00 BUILD THE TRUSSES IN CONFORMANCE VITH TPI: OR FABRICATING, HANDLING. SHIPPING, INSTALLING AND - ALPINE BRACING OF TRUSSES, T11 IS DESIGN CONFORMS ITh APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY TME AMERICAN FOREST AUD PAPER ASSOCIATIOU) AND TPI. ALPINE ' fY COHIIECTORS ARE MA OE OF 20GA ASTM A653 6800 GALY. STEEL, EXCEPT AS N07ED. APPLY CONNECTORS TO f1. EACH FACE Of 7RU SS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER Q DRAWINGS .160 A•I. THE SEAL ON THIS DRAWING INDICATES ACCEPIANCE OF PR IS SIOIIAL ENGINEERING ESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS Alpine Engineered Products, Inc. R .SaCT8nleolo, CA 95828 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY Oi THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. W. 4 *V Ar 18 2001 CIVIL P PF CAL}F 1� cz) P +9-0-0 W06 (C8) W6X4(C8) - splvi- R=2830/-34 - . R6 Vim - CA 1 - - F Scale —.251,/Ft. TC LL 16.0 PSF REF R427--89923 TC DL 10.0 PSF DATE 04/17/01 BC DL 7.0 PSF DRW CAUSR427 01107092 BC LL 0.0 PSF CA -ENG LVT/GWH TOT.LD. .33.0 PSF SEQN - 57952 DUR.FAC. 1.25 FROM KD SPACING 24.0" (UKNOWN - F7 COM Iur '"UNU 2x4 DF L #1 BOT CHORD 2x4 DF -L #1 co N WEBS 2x4 OF -L Standard �'IPLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. Pi; 0 0 ti LC -D 0 W3X, W4X4 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SURNITTFn QV roiicc .. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC @ 24.00" OC, BC @ 72.00" OC, DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. F� z - W1-' c.5 :2 -- C -t3 1 -6 - R=914 l•J=5.5" 8-0-0 Over 2 Support Tr -F- W4X4 (A2) ----I -01vuP R=934 Wei ® +j"' /a, �4.96_1:F Sca='25" Ft. TC LL 16,0 PSF REF R427--89916 TC DL 10.0 PSF DATE 04/17/01 BC OL 7.0 PSF DRW CAUSR427 01107085 BC LL 0.0 PSF CA -ENG LVT/GWH TOT.LD. 33.0 PSF SEON - 56484 OUR. AC. 1.25 FROM KO SPACING 24,0" PLT TYP. Wave TPI -95 R Design Criteria: TPI STD U1,IIIIIG" TRUSSES REOUIRE E17REHE CARE ' IN FABRICATION. HANDL TIIG, SNIFFING, INSTALLING AND BRACING. REFER TO 1116.91 (HANDLING INSTALLING AND BRACING), Ptat ]SHED BY iD1 (TRUSS PLATE INSTITUTE, 583 D'01DFRIO OR., SUITE 200, MADISON, RT 53719), O FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. utll ESS OTHERWISE IBDICATED. TOP 0 CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED —IMPORTANT— C\1 RIGID CEILING. FURNISH A COPY OF THIS DESIGN TO THE INSTALLATIOR CONTRACTOR, PRODUCTS, INC. cc; ALPINE ALPINE ENGINEERED SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, BRACING 11: SHIPPING, INSTALLING ARD OF TRUSSES, 7H IS DESIGN CONFORMS WITH APPLICABLE PROVISIONS 006 OF ADS (NATIOIIAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER �•; ASSOCIATION) AND TPI. ALPINF CONNECTORS ARE MADE OF 2DGA ASTM A653 GRID OAll. STEEL, p� ETCEPT A5 NOTED. APPLY CDNNEL. TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED * AP Alpine Engineered PfOd0tI6, Inc. Sacramento, CA 95828 ON THIS DESIGN, POSITION CONIIECTORS PER DRAWINGS 160 A-1. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERING RESPONSIBILITY SOLFLr FOR THE TRUSS COMPONENT of SIGN SHOWN. THE SUITABILITY AND USE OF THIS COM PONE FOR AAY PARTICULAR BUILDING IS IN RESPONSIBILITY OF THE BUILDING DESIGNER. PEO AIISI/TPI 1.1995 SECTION 2. C�V11 i 9�A civil_ W4X4 (A2) ----I -01vuP R=934 Wei ® +j"' /a, �4.96_1:F Sca='25" Ft. TC LL 16,0 PSF REF R427--89916 TC DL 10.0 PSF DATE 04/17/01 BC OL 7.0 PSF DRW CAUSR427 01107085 BC LL 0.0 PSF CA -ENG LVT/GWH TOT.LD. 33.0 PSF SEON - 56484 OUR. AC. 1.25 FROM KO SPACING 24,0" (UKNOWN - F8 HIPSET 6' SB ,� cnv or-Lff1 BOT CHORD 2x4 DF -L #1 N WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. �IDEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 0 10 PSF BC LIVE LOAD PER UBC. 0 cl— #1 HIP SUPPORTS 6-0-0 JACKS WITH NO WEBS. CORNER SETS ARE z CONVENTIONALLY FRAMED. BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE TC @ 24.00' OC, Br. 0 79 nn- nr 144X4 W4X4 v Q 6 o, a Q w W4X4 =— W2. 5X4 w W3X6(A1) w z - c� z w 20� • T-1 W3X8 = W3Hsa THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. 2 Complete Trusses Required � NAILING SCHEDULE: (0.131x3.C_g_nails) TOP CHORD: 1 ROW @ 12" o.c. BOT CHORD: 1 ROW @ 12" o.c. WEBS : 1 ROW @ 4" o.c., USE EQUAL SPACING BET14EEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. USE SAME DESIGN FOR ONE -PLY COMMON HIP TRUSSES @ 24.0' OC. EXTEND SLOPING TC OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT EXTENSIONS EVERY 4.00 FT TO FLAT TC. ATTACH 2x4 LATERAL BRACING TO FLAT TC @ 24.00" OC WITH 2-16d NAILS AND DIAGONALLY BRACE PER HIB -91 13.2.1(FIG.33), OR DWG. BRCALHIP0699. SUPPORT HIP RAFTER WITH CRIPPLES AT 5-7-14 OC. 144X4 = W4X4 HS2512 ^ W3X6(A1) mI 6-0-0 21-0-0 6-0-0 33-0-0 Over 2 Supports U-2 2-0-0 1ErrE R=2399 W=5.5""* CA 1 - - - F pt,O W, h, TC LL 16.0 PSF TC DL 10.0 PSF �o. 005 BC DL 7.0 PSF BC LL 0.0 PSF * TOT.LD. 33.0 PSF CIVIL P DUR . FAC. 1.25 oFICAUft> SPACING 24.0" Scale =.1875"/Ft. REF R427--89917 DATE 04/17/01 D R W CAUSR427 01107086 CA -ENG LVT/G14H SEQN - 56468 FROM KD PLT TYP. High Strength,14ave TPI -95\R ••NARNI IIG •' TRUSSES D REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SMTP Pllfij aNSTA-IrIPI NG ANDT Bfl ACItIG. REFER TO MIB•91 ---, (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI INSTITUTE. 50] 010110FRIO DR., SUITE 200, MADISON, TE ATO C=) NI $3119), FOR SAFETY PRACTICESUPRIORSS PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP O N CHORD SMALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHAH NOT BE RESPONSIBLE FOR .�. A L P I N E ANY DEVIATION FROM THIS DESIGN; AHY FAILURE TO BUILD TILE TRUSSES IN CONFORMANCE YIT11 TPI; ON FABRICATING, ItANDL111G, SHIPPING, SPACING OF TRUSSES. INSTALlINO AIlO TIH]S OESIGH CONFORMS NI TH APPLICABLE PROVISIONS OF NDS SPECIFICATION °: (tl AT10NAL,OFSIGN PUBLISHED BY THE AMERICA" FOREST AND PAPER ASSOCIAT 1011) AND TPI. ALPINE CONVECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED Alpine Engineered Products, 3Ocrartl(m10, CA 91828 ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A -t. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFE SSIOIIAL ENGINEERING Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. . THE SUITABILITY AND USE OF THIS COMPONEt1T EOR AHT PARTICULAR BUILDING IS THE AESPONSIOILITY OF THE BUILDING DESIG11Efl, PER A1151/TPI 1-1995 SECTION 2. U-2 2-0-0 1ErrE R=2399 W=5.5""* CA 1 - - - F pt,O W, h, TC LL 16.0 PSF TC DL 10.0 PSF �o. 005 BC DL 7.0 PSF BC LL 0.0 PSF * TOT.LD. 33.0 PSF CIVIL P DUR . FAC. 1.25 oFICAUft> SPACING 24.0" Scale =.1875"/Ft. REF R427--89917 DATE 04/17/01 D R W CAUSR427 01107086 CA -ENG LVT/G14H SEQN - 56468 FROM KD - G1 HIPSET 6' SB 'OP CHORD 2x4 DF -L #1 BOT CHORD 2x4 DF -L #1 c.o CV WEBS 2x4 DF -L Standard N PLATES DESIGNED FOR GREEN LUMBER'PER NDS -97 TABLE 7.3.3. o. BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. = IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE TC @ 24.00" OC cc=' BC @ 72.00" OC, L,C-J CZ z W3X8 W3X8 H V Q O tx t1. W l i .W .w _z - c7 w w L-i=0•o—>! THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 O WNSTnNc1 cunutTTCn o DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. #1 HIP SUPPORTS 6-0-0 JACKS WITH NO WEBS. CORNER SETS ARE CONVENTIONALLY FRAMED. USE THIS DESIGN FOR COMMON HIP TRUSSES @ 24.0" OC. EXTEND SLOPING TC OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT EXTENSIONS EVERY 4.00 FT TO FLAT TC. ATTACH 2x4 LATERAL BRACING TO FLAT TC @ 24.00" OC WITH 2-16d NAILS AND DIAGONALLY BRACE PER HIB -91 13.2.1(FIG.33), OR DWG. BRCALHIPO699. SUPPORT HIP RAFTER WITH CRIPPLES AT 5-7-14 OC. G� W4X4 - W3X8 HZ)Zbl"L = W4X6 (A2) z 6-0-0 I 1 24-0-0 Over 2 Supports R=1710 W=5.5" a CV PLT TYP. High Strength,Wave TPI 95 R Design Criteria: TPI STD '•WARNING•• THUS SES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SNIPPING. INSTALLING AND BRACING. REFER TD NIB -9I. (HANDLING INSTALLING AND BpACItI G), PUBLISHED BY TPI (TRUSS PLATE lNST ITUTE, SB3 D•UNOFR IO DR.. SU17E 200, MAOf SON, NI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTT OHS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED � .!IRUCTURAL PANELS, BOTTOH CHORD SHALL NAVE A PROPERLY ATTACHED RIGID CEILING. C\I PRODUCTS. INC. SHALL I NOT SH A BE ORESPONSIBLE PY OF THIS DFOR GNAlly TO TDEVIATION HE LFROM NTHIS TDESIGN; RACTOR ALPINE FAIL UR EE TO ALPINE BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES, THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTH X653 GROG GAIV, STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, PDSITICONNECTORS PER DRAW] RES 160 A.Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING PJPine Engineered Products, Inc; RESPONSIBILITY SOLELY FOR TILE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS SBCT8nleOto, CA 95828 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY . THE BUILDING DESIGNER, PER A11SI ITPI 1.1995 SECTION 2. L<2-0-0-,+ R=1710 W=5.5° = Scale=,25"/Ft. REF R427--89918 k ATE 04/17/01 R W CAUSR427 01107087 A ENG LVT/GWH SEON - 56503 FROM KD CA 1 - F ILDW TC LL 16.0 PSF y TC DL 100 PSF 196005 BC DL 7,. 0 PSF BC LL 0.0 PSF 18 001 k TOT.LO. 33.0 PSF civil_ P DUR.FAC . 1.25 FCAOrc SPACING 24.0" Scale=,25"/Ft. REF R427--89918 k ATE 04/17/01 R W CAUSR427 01107087 A ENG LVT/GWH SEON - 56503 FROM KD UKNOWN - G2 COM TAP CHORE 2x4 DF -L #1 BOT CHORD 2x4 OF -L #1 N WEBS 2x4 DF -L Standard N PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSInNSI cNRMTTTrn 0v TuuCc .. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC @ 24.00" OC, BC @ 72.00" OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. W4X4 - V 3, WJX4 W2X6(Al) L-2-0-0_,! X2.0-0�1 du rm �— 12-0-0 I 12-0-0 16. i R=896 W=5,5" 24-0-0 Over 2 Supports PIA R-896 W=5.5" POD YP. Wave TPT-Q5 R O O N ALPINE Q.. Alpine Engineered Products, Inc. Sncranll:nl0, CA 95828 Design Criteria: TPI STD R AI G. •" TRUSSES REOU IRE —EXTREME CARE 111 FABRICATION, HANDLING. SHIPPING, INSTALLING AND 'BRACING. REFER TO NIB -91 (HAIIOLING INSTALLING AND BRACING), PUBLISHED BY TPI IHSTI TOTE, 583 D'ONOFRIO DR., SUITE 200. MADISON. NI 53119), FOR SAFETY PRACTICESUPp IDR SS ATO O�^p W l� TE PST UCTURAL EflfOflMI NG THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CIIORD SHALL HAVE PROPENLY ATTACHED F�" NELBOTTOM CHORD SHALL HAVE A PROPER ID CEILING. — IMPORTANT"FURNISHA COPYOF THISDESIGN10 THLE INS, ALLATIOBGCONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM IHIS DESIGN: ANY FAILURE TO (r BUTLO THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING, SHIPPING. INSTALLING AND D S BRACING OF TRUSSES. THIS DESIGN COLIFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DE SI Gil SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCI AT 1011) AILD TPI. ALPINE CONNECTORS ARE MADE OF 206A ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO # Ap 1 8 001 EACH FACE OF Tp USS, ANO UNLESS OT HERN IS LOCATED On THES DESIGN, POSIT IOLl CONNECTORS PER DRAPINGS 160 A-1. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. . THE SUITABILITY AND USE OF THIS CIVIL Q' COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER AHS I/TPI 1-1995 SECTION 2. �OFcnL1F� V CA 1 - - - F Scale =.2511/Ft. TC LL 16.0 PSF REF R427--89919 TC DL 10.0 PSF DATE 04/17/01 BC DL 7.0 PSF DRW CAUSR427 01107088 BC LL 0.0 PSF CA -ENG LVT/GWH TOT.LD. 33.0 PSF SEAN - 56511 OUR.FAC. 1.25 FROM KD SPACING 24.0" I(UKNOWN - G3 COM FOP CHORD 2x4 DF -L #1 . BOT CHORD 2x4 DF -L #1 N WEBS 2x4 DF -L Standard cM,l PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3-3. o,": 0 0 C` 0 z E~ U Q O 11. ra w THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONSI SORMTTTcn ov To—, .. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC @ 24.00" OC, BC @ 72.00" OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. W4X4 5X4 m Ac "w[.5X4(A1) _-'-""'— we.7X4= 4!2.5X4= w w W3X4 z L.210-0_�J w z 12-0-0 a 9 8 8 21-8-8 Over 2 Supports I R=836 W=5.5" a R=700 PLT TYP. Wave TPI -95 R ~ •'WARNING•' Criteria: ST D 1 TRUSSES REQUIRE EXTREME CAPE IN FABgICgTfOMD,e H ND IMG SH1P G[NSTATPING A140 TO Hia-gy O INSTITUTE,RE 583 D'OBOFRIO OR.. SUITE POOFER (HANDLING TAMADISONLLING �. W8RAC53719).PUFORSLKSSAFET9Y PRACTICESUPR IDR ATIE PERFORMING THESE FUNCTIONS. O O UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STA UCTURAL PARELS, BOTTOM CHORD SHALL HAVE A PROPERLY CV ATTACHED RIGID CEILING. SH A COPY OF THIS "IMPORTANT•' FURNI'HOT DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE ENGINEERED BE A L P I N E BUItDCTHE 'BUSSESAI" CONFORMANCEOWITHLTPIOROAAHFABRICATIN6DEVIATION HANDLINGFROM DESIGSHIPP: ANY BRACTtlG OF TRUSSES. . HS7ALLFAILURE ATO rills DESIGN CONFORMS WITH APPLICABLE PROYiSI0N5 OF NOS O B 5 (NATIONAL DESIGN TOR PUBLISHED BY TIIE AMERICAN FOREST AND PAPER ASSOCI Ai I0111 A11D TPI. ALPINE CONNECTORS COHNECTOgS ARE 11. WADE OF 20GA ASTM A653 GR40 GALY. STEEL, EXCEPT AS NOTED. APPLY COIIH FETORS TO COU EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED Ap 18 2001 �%Upineacrameto, Products jllC, 'S8Cf8X0.®t0, CA 95828 ON THIS DESIGN, POS1710H CONNECTORS PEO DRAWINGS 160 A•1. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPOHSIBILOR SOI ELT FOR THE TRUSS COHPOHEHT DESIGN SHOWN. , THE SUITABILITY AND USE OF THIS COMPONENT FOR 5 S PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER AHS 1,/TPJ 1-1995 SECTION 2. CI � V 1 1-5-15 �--A3,-9-0-0 ;kWAfG DEPAR j, .. v$. , CA/ -/1/-/-/-/F TC LL 16.0 PSF TC DL 10.0 PSF BC DL 7.0 PSF BC LL 0.0 PSF TOT.LD. 33.0 PSF DUR.FAC. 1.25 SPACING 24.0" Scale =.25" Ft. REF R427--89920 DATE 04/17/01 DR W CAUSR427 01107089 CA -ENG LUT/GWH SEON - 56513 FROM KD (UKNOWN - G4 HIP 30' SB TOP CROWD 2x4 DF -L #1 BOT CHORD 2x4 DF -L #1 N WEBS 2x4 DF -L Standard cc-�1 PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. A- BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. o IIN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE TC @ 24.00" OC, Lc—=' BC @ 72.00' OC. Ln CZ ( ) LATERALLY BRACE ALL FLAT TC IN THIS AREA AT 24" OC. W2.5X4 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMFNCTnNCT CIIOL/ITTcn — , 1.11 DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. V 10 PSF BC LIVE LOAD PER UBC. USE THIS DESIGN FOR COMMON HIP TRUSSES @ 24.0" OC. EXTEND SLOPING TC OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT EXTENSIONS EVERY 4.00 FT TO FLAT TC. ATTACH 2x4 LATERAL BRACING TO FLAT TC @ 24.00" OC WITH 2-16d NAILS AND DIAGONALLY BRACE PER HIB -91 13.2.1(FIG.33), OR DWG. BRCALHIPO699. SUPPORT HIP RAFTER WITH CRIPPLES AT 5-7-14 OC. W 2 . 5 X 4 W1 .5X4 III W1.5X4 III (R) of W2X6 (A1) _ -' �" ' - 111 .'I A`+ III V1C.5X4 = W3X8 - W1 .5X4 III W3X4 = w LF2-o-owl z L= 10-0-0 I 4-0-0 I 7-8-8 ,I d I f 21-8-8 Over 2 Supports R-947 W=5.5" R=834 M Note: All Plates Are W2.5X4 Except As Shown. PLT TYP. Wave TPI -95 R C= O ALPINE a f1, Alpine Engineered Products, Inc. Sacramenlo, CA 95828 Design Criteria: TPI(STD •NARM 1l1G'• TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANOIING, SHIPPIlIG, INSTALLING AND •BRACING. REFER TO MIB91' (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI TE INSTITUTE, 5B3 D-ONOFRIO DR., SUITE 200. MADISON. Y1 53719), FOR SAFETY PRACTICES (TRUPRIOR SS AT0 iL00) w y�C PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE IMOICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED h ST fl UCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. or THIS "IMPORTANT -- PRO DUCTS. INC. SMALL1 N07ABPY E ORE S PONS IBL EO FOR GN ANO THE DEVIATIONLATION FROM THISTRACTOR DESIGN: AANYNEFAILURE UREE TOD Q' BUILD THE TRUSSES fM COUFOgMANCE YITM TPI; OR FABRICATING, NAIIDLING, SHIPPING, INSTALLING ANO BOO F) BRACING OF TRUSSES. TMIS DESIGN CONFORMS WITH APP LIC ABIE PR ISIONS OF UDS (NATIO NAL , DESIGN SPEC If LCAT IDH PUBLISHED BY THE AMERICAN FOREST A11D PAPER ASSOCIATIOR) ANO TPI. ALPINE CONNECTORS ARE MADE OF By ASTH A653 GR40 GALY. STEEL, EXCEPT AS NOTED, APPLY CONNECTORS TO AP 1 B 2001 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A -I. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING -p RESP OIt IBIL ITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. . TME SUL TABILITY AIID USF OF THIS �'� civil_ COMPONEPI 1.1995 SECTION 2. NT FOR ANY PART ICU AN BUILDING IS THE RESPONSIBILITY Of THE BUILDING DESIGNER, PEO ANSI/T T 1-5-15 VP G4 S VVV `�Ad ,APPf46 VF�P CA 1 - F Scale =.25" Ft. TC LL 16.0 PSF REF R427--89921 TC DL 10.0 PSF DATE 04/17/01 BC OL 7.0 PSF DRW CAUSR427 01107090 BC LL 0.0 PSF CA -ENG LVT/GWH TOT.LD. 33.0 PSF SEQN - 56515 DUR.FAC. 1-25 FROM KD SPACING 24.0" (UKNOWN - G5 MONO HIPS 6' SB ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMFNSTnNSI SIIRMITTCn nv rte..« .. Cnvnu HOR[xv UI --L1 CDEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. BOT D 2x4 DF -L #1 co WEBS 2x4 DF -L Standard :W6 2x4 DF -L #1: 10 PSF BC LIVE LOAD PER UBC. N N PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. #1 HIP SUPPORTS 6-0-0 JACKS WITH NO WEBS. CORNER SETS ARE r� BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. CONVENTIONALLY FRAMED. IIN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE TC @ 24.00" OC, USE THIS DESIGN FOR COMMON HIP TRUSSES @ 24.0" OC. EXTEND SLOPING TC BC @ 72-00" OC. OF TRUSS AND JACKS TO HIP RAFTER- SUPPORT EXTENSIONS EVERY 4.00 FT TO LC`-.) FLAT TC. ATTACH 2x4 LATERAL BRACING TO FLAT TC @ 24.00" OC WITH 2-16d CZ NAILS AND DIAGONALLY BRACE PER HIB -91 13.2.1(FIG.33), OR DWG. z BRCALHIPO699. SUPPORT HIP RAFTER WITH CRIPPLES AT 5-7-14 OC. 415X42 r� o C� Ci. :w ,w W3X4 = z w W3X4= W4X4= w -m n z L 600 I- 160-0 I I —22-0-0 Over 2 Supports R=1591 W=5.5" ri. M PLT TYP. High Strength, Wave TPI -95 R Design Criteria: TPI STD "WARNING•• TRUSSES REDUIRE EXTREME CARE IN FABRICATION, MANOLIHG; SNIPPING, INSTALLING ANO 1 BRACING. REFER TO HIB -91' (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI ISON. "I(TRUSS PLATE PERFORMING THESE FUIn STITUTE. 583 NCTIONS IO RA 710ES PRIOR TO E 200. INDICATED, TOPICHOROFSHALL FHAVEP PROPERLY ATTACHED O STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. O ni ••IMPORTANT•' FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE ENGINEERED PRODUCTS, INC. SMALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO c ALPINE BU ILO THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANOLIHG, SNIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN COHFORHS NITM APPLICABLE PROVISIONS OF NDS INAT10HAl DESIGN SPECIFIC AT OR PUBL ISMED BY THE AMERICAN FOREST pllp PAPER ASSOCIATION) AND iPl. ALPINE per% CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO Q, EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON 71115 DESIGN, POSITION CONNECTORS PFR DRAWINGS 360 A-2. THE SEAL 0H THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING Alpine Engineered Products, Inc.RES PONS 101LITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. . THE SUITABILITY AHO USE OF TIIIS SeCT011101E0, CA 95828 COMDOUENI FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1996 SECT Off 2. W2X4 III R=1650 W=3.5" Z rr 18 20011�* CIV civit- OF CA1JF9—'// G T 3-0-4 - 9-0-0 g-.'0jjV(3 �6P V . New w �G, ' j CA 1 - - F Scale =.25" Ft. TC LL 16.0 PSF REF R427--89922 TC DL 10.0 PSF DATE 04/17/01 BC DL 7.0 PSF DRW CAUSR427 01107091 BC LL 0.0 PSF CA -ENG LUT/GWH TOT.LD. 33.0 PSF SEQN 27604 DUR.FAC. 1.25 FROM KD SPACING 24.0" This safety alert symbol is used to attract your attention! PERSONAL SAFETY IS INVOLVED! When you see this symbol - BECOME ALERT - HEED ITS MESSAGE. JACAUTION: A CAUTION identifies safe operating practices or indicates unsafe conditions that could result in personal injury or damage to structures. HIB -91 Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL i PLATE CONNECTED WOOD TRUSSES Itis the responsibility of the installer(builder.buildina contractor, licensedcontractor. erector or erection contractor) to properly receive, unload, store, handle, install and brace metal plate connected wood trusses to protect life and property. The installer must exercise the same high degree of safety awareness as with any other structural material. TPI does not intend these recommendations to be interpreted as superior to the project Architect's or Engineer's design specification for handling, installing and bracing wood trusses for a particular roof 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 Awhere 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 A 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 for the use of a qualified building designer or installer. Thus, the Truss Plate Institute, Inc. expressly disclaims any responsibility for damages arising from the use, application or reliance on the recommendations and information contained herein by building designers, installers, and others. Copyright © by Truss Plate Institute, Inc. All rights reserved. This document or any part thereof must not be reproduced in any form without written permission of the publisher. Printed in the United States of America. CAUTION: Alltemporary bracing should be no less than 2x4 grade marked lumber. All connections Ashould be made with minimum of 2-16d nails. All trusses"assumed 2' on -center or less. All multi -ply trusses should be connected together in accor- dance with design drawings prior to installation. w {"TRVSS'S1TORAGE CAUTION: Trusses should not be unloaded on rough terrain or un- even surfaces which could cause damage to the truss. CAUTION: Trusses stored horizontally should be A supported on blocking to prevent excessive lateral Jbending and lessen moisture gain. AWARNING: Do not break banding until instpllation begins. Care should be exercised in banding re- moval to avoid shiftina of individual trusses. JA CAUTION: Trusses stored vertically should be braced to prevent toppling or tipping. ADANGER: Do not store bundles upright unless properly braced. Do not break bands until bundles are olaced in a stable horizontal nosition. A WARNING: Do not lift bundled trussed by the DANGER: Walking on trusses which are lyingA flat bands. Do not use damaged trusses. is extremely dangerous and should be strictly Ilprohibited. Frame 1 S c� Up to 24' 1 3/12 1 8'1 17 1 12 1/4" Over 24' - 42' 3/12 1 7' 1 10 1 6 to the underside of the top chord when purlins Over 42' - 54' 3/12 1 6' 1 6 1 4 4• Over 54' See a registered professional engineer 72" DF - Douglas Fir -Larch SP - Southern Pine o• HF - Hem -Fir 7' SPF - Spruce -Pine -Fir 2" 8' 108" 2" 9' ryp` 0y@Q Diagonal brace also required on end verticals. Top chorda that are laterally braced can buckle 50" 1/4" togetherand cause collapse if there is no diago- 1/4" 1' nal bracing. Diagonal bracing should be nailed 1/2" 2' to the underside of the top chord when purlins 3/4" 2q• are attached to the topside of the top chord. 1" 4• PLUMB I I Truss Depth D(in) -4e 12 ao,,3rater S/ All lateral braces lapped at least 2 trusses. Continuous Tnn Lateral Brace Required 10' or Gr( Attachml Requirec WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A Lesser of D/50 or 2" Maximum Plumb 'Misplacement Line i T ±14 1 T :' L(in) V200L(ft) 50" 1/4" 12" 1/4" 1' 24" 1/2" 2' 36" 3/4" 3' 48" 1" 4• 60" 1-1/4" 5' 72" 1-1/2" 6' 84" 1-3/4" 7' 96" 2" 8' 108" 2" 9' i T ±14 1 T :' L(in) V200L(ft) 50" 1/4" 4.2' 100" r' 16.7' 150" 1-1/4" 20.8' Length L(in) Lesser of L/200 or 2" BOW L(in) Lesser of L/200 or 2" L(in) U20t) L(ft) ` zoo" r' 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 WARNING: Do not cut trusses. A construction loads of any description be placed on unbraced trusses. ` Frame 6 I OUT -OF -PLUMB INSTALLATION TOLERANCES. OUT -OF -PLANE INSTALLATION TOLERANCES. DANGER: Under no circumstances should WARNING: Do not cut trusses. A construction loads of any description be placed on unbraced trusses. ` Frame 6 lAWARNING: Do not attach -.atles, chains, or I hooks to the web members. I i Tag Line i Z61 ce � ess �®r3loess I•—I Approximately Apprc.ximat•ely Tag 1/2 truss length '/z truss length Vine Truss spans less than 34'. Liftil Spreader Toe In I I Spreader Bar I Toe In Approximately Less than or equal to 60' ` Approximately 1/2 to 7/3 truss,length Less than or equal to 60' Tie 1AWARMING: Go not lift single tru Saes w-th spans greater than Z-0' by the peak. the truss top chord with a closed-Ic attachment utilizing materials such slings, chains, cables, nylon strappii etc. of sufficient strength to carry I weight of the truss. Each truss should set in proper position per the build) designer's framing plan and held to the lifting device until the ends of I truss are securely fastened and teml i.rary bracing is installed. Tai Lime tv Tag Line Tag Line Spi-ea erBat Sp-eaderBal N, NNN1NLdL,/JAA1 I,- Ap:)roxima elt, M ` 1/i lo =4 truss ILlcth Strongb3ck! , SpreaderE.ar At or abov- v f mid -height lt_ Apploximatell 1/3 to 3/4 truss leegt't Tag Line /_ Greater than &C Vnes of braced H oup of triesm (EES Typical l oreontal tie manrK-- vMb multiple sta res (HT) 1ACAUTIO(I: Ground bracing required for all installations. A •4 Frame 2 DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir 9 1051 ' L The end diagonal brace for cantilevered trusses must be placed on vertical webs in line with the support. 2x4/2x6 PARALLEL : Continuous CHORD TRUSS Top Chord Lateral Bract TOP CHORD 'AMP. MINIMUM LATERAL BRACE :SPACING (DBS SPAN DEPTH: SFACING(LBs) #trusses _.. nal bracing. Diagonal bracing should be nailed Up to 32' 30" 1 8' 16 10 Over 32'- 48' 42" 1 6' 6 4 Over 48'- 60' 48" 1 5' 4 1 2 Over 60' 1 See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir 9 1051 ' L The end diagonal brace for cantilevered trusses must be placed on vertical webs in line with the support. 2x4/2x6 PARALLEL : Continuous CHORD TRUSS Top Chord Lateral Bract Required Top chords that are laterally braced can buckle togetherand cause collapse if there is no 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 al braces braces lapped at least two trusses. End diagonal as e s niial for stability and must be dupllc both ends of the truss system. =450 Attachmer Required 20' 'pT` (013 }� 3FF�tlF�2 o.c• `e69 01 3� 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 can buckle togetherand cause collapse inhere fano 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. 1j All lateral braces lapped at least two End diagonals are esse�tial for stability and must be dupll bated both ends of the truss system. Is 30, 10- russes, ► ► Frame 5 450 30° or greater Continuous Top Chord Lateral Brace Required I 10° or Greater Attachment Required 3t/2a Trusses must have lura ber oriented in the hori- zontal direction to use this brace spacing. Top chorda that are laferally.braced can buckle togeth'erand cause collapse ifthere isno 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° DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce-Pine-Fi TOP CHORD ' ' Continuous Top Chord All lateral braces '70P CHORD:. DIAGONAL BRACE Required MINIMUM ATERAL BRACE SPACING {DBS SPAN PITCH' SPACING LB #trusses .: are attached to the topside of the lop chord. Attachment Up to 32 4/12 81 20 15 Over 32'- 48' 4/12 1 6' 10 7 Over 48'- 60' 1 4/12 1 5' 6 4 Over 60' See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce-Pine-Fi Continuous Top Chord All lateral braces Lateral Brace —� lapped at least 2 Required trusses. nalbracing. nalbracing. Diagonal bracing should be nailed 10' or Greater Irl, to the underside of the top chord when purlins are attached to the topside of the lop chord. Attachment Required X016 32°t/ is 'PITCHED TRUSS AWARNING: 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 17 12 Overi28' - 42' 3.0 1 6' 1 9 6 Over 142'- 60' 1 3.0 1 5' 1 5 3 Overj60' I See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir Continuous Top Chord Lateral Brace All lateral braces Required lapped at least 2 trusses. 10° or Greater Attachment / Required � , =W Frame 3 ' 12 5 esJ O0� ryO Top chords that are laterally braced can buckle yb Qty\ togetherand cause collapse ifthere is no diago- nalbracing. nalbracing. Diagonal bracing should be nailed Irl, to the underside of the top chord when purlins are attached to the topside of the lop chord. SCISSORS TRUSS 12 --j 4 or greater up to 32' 1 4/12 15' 20 15 Over 32'-48' 4/12 15' 1 10 1 7 Over 48'- 60' 4/12 1 15' 1 6 1 4 Over 60' 1 See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir All lateral braces lapped at least 2 trusses. Bottom chord diagonal bracing repeated at each end of the building and at same spacing as top chord diagonal bracing. ®WARNING: 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. WEB MEMBER PLANE i1 (LONGFELLOW - F7 CON i D TOP CHORD 2x4 OF -L #L LU BOT CHORD 2x4 DF -L #1 Q i WEBS 2x4 OF -L Standard a ' PLATES DESIGNED FOR GREEN LUM81R PER NOS -0 TABLE1.3.3. TRUSS SUPPORTS 240.00# NECH UNIT; UNIT CENTERED AT 18-5.6; SUPPORTED 8Y TC; UNIT WIDTH 2-4-0; SUPPORTED BY 3 TRUSSES. ora x 4 T 2-10.3 1 H1.5 W04 = THIS DNG PREPARED FROM COMPUTER INPUT (LOADS 8 DINERSIONS) SUBHIFIED BY TRUSS HFR. fN LIEU OF STRUCTURAL PANEtS 00 RIGID CEILING USE PURLINS: TO BRACE TC 24,00" OC, BC Bt 72, D0" OC. OEFLECTIOU MEETS 1.1240.00 LIVE ANO L/180.00 TOTAL LAAO. 10 PSF BC LIVE LOAD PER UBC. ES 11.6-0 I 16-6.0 I 28-0-0 Over 2 Supports R-997 X-6. S' R-1011 W-5.5" PLT TYP. Have TPI_ 45 R Desi n Criteria: TPI(ST CA 1 F EongklloAvLltm6b 89 LDleR.(veofe,Cble0CA95928 • 11AB)II.M.— !RISS(, 1[0111.1 111ar1+t LAIC IN fABRICA(IOp, (US011.Y1, 1pl ve,_Ir, I.ISIAILING AND BIACING. :t(!fR f0 IIB•Il (HADO'IHO IISTAIIIW AILD Bq.atINS), PURI 1]1(60 B/ ffl (Mutt PLATE IYSTI TUTC, 507 D•4:IOfN10 D1.. SUI,[ 100. IVO)SON, YI )!!1►). fop SAftrT ructiC(S AA4M 10 PtlfORNIMG IRIS[ fUAC11C.S'. plh( TC LL 16.0 PSF UNLESS UTIItRN1f1 if01CAI(0. roe CDO10 $HALL "Aft PROP(ALY ATIA(NIO TC DL 1D •0 PSF SINUCIUTAL IANEI], (10tI" CHORD SHALL HANE A.PAOP(1LY 1Ft A(Nf0 A1610 CEILIN6. `•Uw01YANS•• !U&°11Sx A COPY Ot ,NIS DU164 TO IHE 111Sf16,ATI.. 'OM TRAC10R. ALPINE (.16,1t(ELED PRODUCT', 19C. SHALL 101 IE ICSPONSIOLt IDA ADT O(TIAf(QL Full IHIS 01tt6H: AYY fAlt Ntl TO 8C DL 7.0 PSF ALPINE BUIlO TIL( fll0ss1 Ix CQY►OIMANC( ll CO FPI; CR IAgICATIA6. BANDIfNG, 6UtPFING, INSEAl1126 A10 8(ACIN6 0f IRUSfI . MIS OE]I6Y COMFORNS 9170 APP,fCA u P10PIStONS Of 803 (NATIOnA► 01S10N N Na 20 8C LL 0 .0 PSF SPICI/,CATION PUBLISH" 41 THE AHUICAN (Og4'1 AND PAPIR ASSOC1A110111 ANO IPI. ALFIn( CUYY(C1013 ARE NAGE Of 10" ASIH A6S) GR40 OAl/. Silt!, IA((n AS 1(0110. APPLY COHH1CrCAlt t0 �a 24 20D1 Y •► TO 1 LO. 33 PSF Ai IR6 p glil4Xto. PfOiIUCIi, IBC SecTelneato,CA9SB28 EACH FACE Of T.IUSS. %.IR •Aft[SS DIH[lNIS1 lC(Alle ON THIS G(S160, POST ICON CORHECT013 PIS ORAYI HO3 160 A•L. fHl SIAL ON (NIC DRA.IIG 10DICAfft ACI(FTANCE OF PROFESSIONAL 1161011A1,6 1(S►OIISIBtt IVY SOL1L-4 r0A THE T1USS COHPOA(Af )E%16U 51101(4, THE SUITAD,LIIY AND USE Of TRIS CWORTHY PCn ANY PARtICUIM BUIIDIN6 IS (III RTSPONSIBIL61t Of INE OUILDIA[ DESISHER. Ptq ANS1, 1 1-19-A t(CTIDN t. , .0 a♦%. CiVI� P OUR .FAC . 1 .25 �� 11. 4 fQC— SPACING' 24.0' Scale =.25'/Ft. REF 8427--53460 DATE 05/23/01 DPW cAu W B CA -£11 G P l' Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Residential Construction Requirements IMPORTANT This set of plans and specifications MUST be kept on the job site at all times and it is unlawful to make any changes of alterations on same without.written permission from the Building Division, County of Butte. All materials and workmanship shall be in accordance with recognized good practices and of a quality prescribed for the specific use in the 1998 California Building Code (1997 O.B.C.), 1998 California Plumbing Code (1997 U.P.C.), 1998 California Mechanical. Code (1997 U.M.C.), and the 1998 California Electrical Code (1996 N.E.C.) The following items are separated into two categories (general and specific). The "general" items are for your reference and are not specifically called out on the plans by the plans examiner. These items MUST be complied with, if applicable, and it is the builder's responsibility to comply. The "specific" items have been keyed to the plans. If an item is inadvertently left out of missed, it does not relieve the builder of any responsibility for code requirements, general or specific. GENERAL REQUIREMENTS • Guest rooms and habitable rooms shall have natural light equal to 10% of the floor area and natural ventilation equal to 5% of the floor area (Sec. 1203, U.B.C.) • Provide required room dimensions and ceiling height. (Sec. 310.6, U.B.C.) • Provide lights, switches, and receptacles for maintenance of mechanical equipment. (Sec.306, U.M.C.) • Approved vent and adequate combustion air for gas water heater and/or furnace. (Ch. 7& Ch. 8, U.M.C.) • Provide minimum one 3'-0" exterior door. (Sec. 1003.3.1.3,U.B.C.) • Provide adequate clearance and type A flue for fireplace/woodstove. • All stairways to comply with U.B.C. section 1003.3, for rise, run, headroom, width, landings and handrails. • Hallways to be minimum 36" wide (U.B.C. 1004.3.3.2). • Underfloor access and ventilation per Sec.2306.3 & 2306.7, U.B.C. • Attic access and ventilation (UBC section 1505). • Provide approved flashing at all exterior openings. • Provide 18" platform for appliances/equipment in garage capable of producing a flame, spark or glow. • Provide protection of appliances in garage from vehicular damage. • Closet lights per N.E.C. Article 410-8. Page 1 of 3 Owners Name: v (-n Building Permit Number: d 1--�� Plans Examiner: 1 „G • Provide certificates of conformance for all glu-lam beams. • Provide approved spark arrester at all chimneys/type "A" flues. • Provide 1/2"x 10" anchor bolts @ 6' o.c. max. and within 12" of all joints. Provide 2"x 2"x 3/16" steel plate washer @ each bolt. (Sec. 1806.6, U.B.C.) • Foundations with stemwalls shall be provided with a minimum of one number 4 bar at the top of the wall and one number 4 bar at the bottom of the footing. (Sec. 1806.7.1, U.B.C.) • Slabs -on -ground with turned -down footings shall have a minimum of one number 4 bar at the top and bottom (Section 1806.7.2, U.B.C.) • Guardrails to have minimum 36" high top rail, with intermediate rails spaced that a 4" sphere cannot pass through (Sec. 509, U.B.C.) • Veneer per Ch. 14, U.B.C. • Exterior plaster — weep screeds (U.B.C. section 2506.5). • Skylights pet Sec. 2409 & 2603.7, U.B.C. • Protect plastic foam insulation per Sec. 2602.4, U.B.C.. • Ground fault protection shall be required in al bathrooms, garage, kitchen, wet bar, and exterior receptacles (NEC 210). • Electrical, mechanical, and plumbing construction (not plan reviewed) shall comply with the current editions of the National Electrical Code, Uniform Mechanical Code and Uniform Plumbing Code. • Minimum water closet clearances of 15" from its center to sidewall and 24" front clearance (U.P.C. 408.6). • Minimum shower compartment size of 1024 sq. in. & 30" circle (U.P.C. 412.7). • Provide plumbing fixtures, water closet clearances and shower sizes per U.P.C. SPECIFIC REQUIREMENTS 1. Provide safety glazing in all hazardous locations (U.B.C. section 2406).. 2. Garage firewall separation — required on garage side, including supporting walls and posts (U.B.C. section 302.4 exception #3). 3. Install smoke detector's as per the requirements of U.B.C. section 310.9.1. 4. Special roof covering required, class B minimum. 5. Provide 2 separate exits from the third story (U.B.C. section 1004.2.3.2 exception #4). 6. Every bedroom shall have at least one operable window or door. Windows shall have a minimum net clear openable area of 5.7 square feet. Additionally, the window shall have a minimum net clear openable height of 24" and a minimum net clear openable width of 20", The window sill height shall not be more than 44" above the floor (U.B.C. 310.4). COLOR CODE USED ON PLANS Blue = Engineering Green = Braced wall panels Pink = Firewall Yellow = Important Page 2 of 3 Owners Name: Building Permit Number: Plans Examiner: �4 COMPLY WITH ITEMS INDICATED BELOW ❑Your parcel lies within a designated 100 -year flood plain. Finish floor, electrical, H.V.A.C. equipment and services shall be a minimum of one foot above the elevation shown on the attached Flood Elevation Certificate. A Post Flood Elevation Certificate will also be required Note: We will normally accept the following as compliance with the flood elevation requirements: 1. Building is anchored to concrete stemwall system with conventional anchor bolts. 2. Building plate on top of stemwall to be one foot or more above the 100 -year flood elevation. (Plate height less than 24" above grade, or engineered design required). 3. Electrical, heating, ventilation, plumbing and air conditioning equipment. and facilities located above the plate. 4. At least 2 openings in exterior walls, located on opposite or adjacent walls with a total net area of not less than 1 square inch for every square foot of enclosed area. 5. The bottom of the openings shall be no higher than 1 foot above grade. 6. The openings may be screened or covered with other devices that will permit automatic entry and exit of floodwater. ❑ Fire sprinklers are required in this structure. ❑ This parcel is located within the California Department of Forestry and Fire Protection area. Compliance with the attached CDF fire safe requirements will be necessary: ■ All structures and equipment including ova hangs shall be clear of all easements. A setback of 25�' from the side and �5 'from the rear property lines and 20 feet (25 feet if Federal Aid Route) from the edge of the right of way shall be clear of structures and equipment except for a 2 foot overhang. 14 . Expansive soil may be encountered on this site. This condition may require the foundation to be designed by a California registered engineer or licensed architect. . Page 3 of 3 Owners Name: �5L6 Y1-1 Building Permit Number: Q Plans Examiner: SITE PLAN REVIEW APPLICATION Date: AP# 039— 2-2-0— 014 `Y Perinit Number (if applicable) D I— 0 7 0 APPLICANT INFORMATION Parcel Size: A L Owners Name: C O21`% X21 CN >afZ7i Owners Address: g.22 Isle GtaRO (gJj C -u C -D 9 59'Z Telephone No.: Situs Address: L O IL 6AJ P/k4QlC bQ , 4 3 Proposed Use: Residential New Single Family Residential ❑ Single Family Addition ❑ Mobile Home ❑ Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ New Industrial ❑ Industrial Addition Other 13 Septic ❑ Agricultural Exempt Building ❑ Other: Brief Explanation (if necessary): ❑ Single Family Remodel ❑ Commercial Remodel ❑ Industrial Remodel is Well DO. NOT WRITE BELOW THIS LINE DEVEL OPNIENT SERVICES INFORMATION (For Staff Use) ❑ Approved Conditionally Approved ❑ Resolve Problems Prior to Approval Site Plan Stamped Approved By 4D Date Lj Page, l of 5 ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: r r ❑ Snow Load Area: ❑ Land Conservation Act Minimum Acreage: ❑ Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) ❑ Watershed Protection Overlay Zone (See attached standards and requirements) ❑ Expansive Soils (Test for expansive soils and if verified proper foundation design required) ❑ SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: (See attached) • Flood Zone: X • Flood Panel No.: OSI S C Index Date: � 8-9e> ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mulberry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Minor Variance ❑ Variance -----------------------------------------------------------------------------------------------7------------------- ❑ Detached Building Use Form ❑ Encroachment Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: % - `Z Applicable Building Setbacks: ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 Zoning Code Streets & Highways Fire Prevention Subdivision Map Front Side Z S Side Street Rear 2 Height Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 Applicable Development Fees: 4' Standard Fees ❑ Fire ❑ School* ❑ Parks/Recreation ❑ Roads ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Impact ❑ Other ------------------------------------- Subdivision Map Special Fees Amount Formula ❑ Water Tender ❑ Road Improvement ❑ North Oroville Area ❑ Other (per map) * Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of the building permit. Parcel Created By ❑ Deeds: Date of Creation: Legal Access Provided: ❑ No ❑ Yes Deed of Reference: Legal Access Required ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Standards for Deed Creation: ❑ No ❑ Yes Comments: ❑ Parcel Deemed to be legal ❑ Verify Legal Parcel ❑ Verify Legal Access ❑Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑ Obtain a Merger ❑ Obtain a 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 Environmental Health Department requirements -------=----------------------------------------------------------------------------------------------------------------------- Page 3 of 5 IM Subdivision Map/Parcel Map: Map Date of Recording: -12- 6,'2, Lot: 3 ❑ Use Permit/Minor Use Permit Permit Number: Date of Approval: JS Comply with the following Conditions of Approval: ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 Page: R7 q6 ❑ Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection As Standard for installation of. sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel.- ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988, as amended. ❑ Provide an erosion control plan for building and land disturbance on slopes steeper than 30%. The Erosion Control Plan must be prepared by a registered civil engineer or other qualified professional and be submitted to and approved by the Department of Public. Works. ❑ A plan prepared by a certified arborist, botanist or landscape architect that shows the existing on-site mature trees, located in any area proposed for .buildings and vehicular access, and provides for methods to protect the trees identified to be preserved, shall be provided to and approved by the Planning Division prior to the issuance of building permits and/or prior to grading or vegetation removal. The removal of mature trees shall be minimized, where possible. A mature tree shall be defined as a tree with a trunk measuring 4 inches in diameter, 4 feet from ground level. Mature trees removed shall be replaced on a 3 -to -1 ratio, utilizing existing oak tree stock. Each tree to be preserved shall be surrounded by a circular zone (minimum 40 -foot radius) identified by an orange fence during construction activities. No vegetation removal, soil disturbance, or other development activities shall occur within the fenced area. ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District,. a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. Page 4 of 5 >`1 ' cJ t�rl—i�2 1 1111 i go, -T4-1 Summary of Specific Requirements: This information provided in this summary is based on the application information and on the best available data at the time of review. CAN,ly Documents\Buildin.- Permit Site Plan Reviewl.doc Page 5 of 5 f f SERHORN