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HomeMy WebLinkAbout066-250-013�.-qjj� �' n�'ytY�i$C�}�rs �:�� azo rrai3 n���r• 3F�,�# r„ti i==� ,� 1,b r �•}u p e� et•„ -#1 y�' t •} �fttlr -F 1 2.'. Y .�r� - f , . it •Y�}"4�t�- 1 �. �,k:}t9 '6 �Tj � I{ JA )NMENTAL HEALTH SANITATION INCE 1 066-250-013 99-2023 G PETRALIA. BUD R Co 99-06 13602 LUCAS CO6 U V MAGALIA' oj/ d VARIANCE CON`I-R: RI CONSTRUCTION 56-250-013 NE\ GLE FAMILY WITH GARAGE" y Al k • r t 5 I i NOTES RESIDENTIAL. PERMIT NO.. 066-250-013 99-2023 PETRALIA, BUD & CONNIE " 13602 LUCAS COURT, MAGALIA CONTR: RIDGE CONSTRUCTION NEW SINGLE FAMILY WITH GARAGE 3 y� r r c. -r 4- I t - SPECIAL CONDITIONS SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS, SUB -STANDARD HOUSING LETTER OFFICE COPY Address ti r Bf Dat //4 I r I C Z�� r By D � J GAS Mete ELE Mete CHECKED BY JOB FINALE D (Date) Signature X1.4 , V = OK .:. 0 = Not OK - = NotAppljcal?.IV MOBILE HOMES * = Not Ready Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. 1. Zoning Requirements -Setbacks -Easements 2. 2. Soils; Special MH Support Sketch 3. 3. Sewer; Location -Test -Fall -C/O -Concrete 4. 4. Water; Location -Test -Easement Needed (Sketch) 5. 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or / /"L"ft./ /LPG 7. 7. Well Clearance 6 Disconnect w 8. 8. Utility Clearance 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing Date Ext.; Steps -Doors -Landings Card B-1 Date Card B-1 Date Braced Wall Panels Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s Date 1. Zoning Requirements -Setbacks -Easements - Date 2. Footings; Size -Spacing -Marriage Line Date 3. Gas; MH Test -Demand -Valve -Connector ' 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy 12. Permanent Foundation Only; License Decal 10. Plumb.; Cir. Test -Water Supply Test Date 11. Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Bea ms- Rftrs.-Con nectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric N - 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 V = OK 0 = Not OK - = Not Applicable = Not Ready RESIDENTIAL (; Date ynderfloor (Plans) OK except #'s oni -Setbacks-Easements-Flood-Slope iin; S ' s-Elec. fid &- Ftg. Depth Ftg. age; Soils-Steel-Elec. Grnd.-/% Ftg. Depth tg., Porches & Decks; Soil s -Steel-/ /" Ftg. Depth emwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel- Blockouts-Wrapped 6a. Hold Downs and Special Anchors Slab, Steel -Wrapped e 8. Pier -. 'replace Ftg.-Steel W� Fall -Fitting -Test -2 Way C/O -Sewer Test F, gas -Pipe; Size Anchors - Yard Gas Piping; Size Test ater Pipe; Test -Anchors -Regulator -Service Test 12. Ele is Underground le s & Ducts; Clearance -Material -Support -Ins. Gir Sills -Anchor Bolts-Joists-Vents-Crippies Access & Ventilation 16. Insulation Date Card B-1 % Date Card B-1 Date Card B->-"'11/ Date Card B-1 Date P42ING (Permit) OK except #'s W r tr.; Vent -Access -Combustion Air Baffle ipe; Test & Anchor -Nail Protection V.; Test Fittings & Anchor -Nail Protection hower Pa ;-Test, First Floor -Tub Access Test & Shower, Second Floor -Tub Access as Pipe; Sixe & Anchors Date — Card B-1 Date Card B-1 Date Card 1 Date Card B-1 Date EC RICAL (Permit) OK except #'s Fi re;& Transformer Clearance -Ins. Protection E ✓Receptacles Spacing -Lights & Switches at Doors '2S Siz ox g & No. of Conductors Stapled 6 o Installed Close to Edge of Studs & C.J. uip. Ground made up w/Mech Fasteners -Bond Gas & Water ppliance Circuits in Kitchen & Conductor Size GFI Subfeed Wire Size L/ ga. Cu AI- Wire Size / / ga Cu or AI 30. Range Circle/ 3 /g r AI -Oven Circ. /0 / g Z9.r At Ins ted Neutral es I] No rvice-Riser Conductors & Ground Main Disconnect p. Clearances Panels-Motors-Mech. Equip. 3. CJd6s Closet Light -Shower Light -Spa Light Smoke Detector Date Card B-1 Date Card B-1 Date Card B•I Date Card 8-1 Date jtANICAL (Permit) OK except #'s 3! .C. ucts Insulation & Support nt Fan, Exhaust above insulation 321"Co densate Drain & Overflow, Size & Grade ur ce-Vent Access -Comb. Air -Return Air Vent 115 outlet ttic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 40. s Proper Materials & Anchors Walls Studs -Nailing Spacing & Braces -Plates -Sound Baring Walls over Girders & Floor Nailing Dr ft"Stop in Walls (rat proof) Stops, Furred Ceilings -Stairs -Chasers -Tubs Headers & Beams -Size & Bearing jingle & Duplex) Date FRAMING (Continued) H ers ;Post Caps -Anchors -Connectors Cli �joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rfng. Fir • a e Ties or Type A Flue -Fireplace Throat Clearance t' Access; Size & Romex Protection -Draft Stop -Ins. Baffles B tm. Windows or Exiting Doors -Sill Ht. & Dimensions t<'Garagp Fire Protection Framing 52. Pr erty Line Firewall & Openings Doors -One 3' -Check Garage 3rd Story, 2 Exits St ; Width -Headroom -Rise -Run -Landing -Fire Protection 5 lywood on Roof Overhang -Attic Vents -Rafter Outriggers iding-qXing Veneer h -Drip Sc ed -Fd. Vents-Undertlr. Access in Area -Glass Protection -Skylights -Plastic W.'SPefr Walls; Nailing -Bolts Brace I rior/Exterior Wall Panels Wel'nsgation-Walls-Ceilings nfiltration-Walls-Windows Date -Cel Card B-1 (l DateCO Card B-1 ✓ Date Card B-1 Kgf2Date Card B-1 Date lans) OK except #'s xt,Steps-Door & Sideliaht Protection -Landings 65 -'Furnace Vents -clearance -Comb, Air -Connector - In G ge; Above Floor-Ducts-Mech. Protection 40'feftpm Exiting F.I. & Bath Fixtures & Tub Access -Spa a—ETe_c_jEp.& Subpanel, Breaker Sizes & Labels ta' `Rails fe"'FirepJaee or Stove, Clearance -Hearth W4-'-Elec_.Outlets at Wood Panel, Int. & Ext. it. F . lance; Ground -Air Gap -Cooking Clearance le . utlets & Receptacles at Kit. Counter 614929— e Fire Door; Swing -Landing -Closure A.C. t in Garage -Damper AIIFtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Gar e; Above Floor-Mech. Protection c. & Mech. Equip. Listed for Location lec. Rqpeptacles in Garage (F.F.I.)-Romex Protection 7 ati Gam -Looked in Attic ails & Deck Construction -Post Caps af-<dn VBents ii Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor Q Yes Q2. Following Instld./Drive ] Yes ❑ No/Walks U Yes J No/Planters 0 Yes ] No 83. Stucco-Bfo—wn-Finish to mater W If; Disconnect, Electrical, Plumbing erior_Elec. Trim, G.F.I. Receptacle -Underground tilat h hroughout House orre fis from Previous Inspections as st C'v& Tagged, Gas -Electric 9 Sewer Connected -C/O to Grade -HD Approval gWinejgycompiiance Certificate -Other Certificates kel(ddress Posted Date Z4V41V_1 Card B-11091 Date Card B-1 Date Card B- Date Card B-1 Date Card Date Card B-1 Comments at Final: C. COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 41.1 I4airi'Street • Chico, CA • (530)•891-2751 7 County1Center Drive • Oroville, CA • (530)'538-7541 CORRECTION NOTICE OWNER PERMIT NO. M A routine inspection indicates that the following violations of butte county Ordinances exist at the• above address and should be corrected. Please notice this office when correction of work is a completed. If you have any questions pertaining to this matter, or need additional explanation,- please contact this office immediately. J :kr C: i Date `v Inspector REV 10/92 COUNTY OF,BUTTE, BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE ER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected: Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, Date f4& 0 -U�/ Inspector REV 10/92 'COUNTY OF BUTTE?- BUILDING DIVISION 'DEPARTMENT OF DEVELOPMENT SERVICES 411 'Main Street *Chico, CA - (530) 891-2751 7 County Center Drive * Oroville, CA - (530) 538-7541 CORRECTION NOTICE 0 F-11 OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. Date Inspector REV 10/92 X17./3-1:'01 14.O- SACRAMENTO I NSI -LAT I ON -� 8725227 NO. 955 1701 CERTIFICATION OF INSULATION .i ' AODRESS OR TRACT •� . SACRAMENTO. INSULATION CONTRA CTORS LOT r P.o. BOX 854, WEST SACRAMENTO, CA 95691 UC. 02M076 1308 MELODY ROAD, MARY3VILLE. GA 95901 LIC. U202026 p p,0.80X 9651, FRESNO, CA 93793-DOSI LIC. 8202026 1 a' I P.O.90X 1831, RENO, NV 89505 LIC. 4110675 ❑ 3326 A PONDEROSA WAY, LAS VEGAS, NV 89118 UC. 310675 ' OATF INSULAT16N P O ( SOLIAREFEET) ( SOUAREFEET) ( SOUAREFEET) • . TYPE OF INSULA%ION TYPE of INSULATION TYPE OF INSULATION kiA?.'ERIAI MATfiA1AL MATERIAL 1 FIBSRGLASS FIBERGLASS FIBERGLASS FORM FORM FORM. BATTS BATTS & BLOW BATTS WANUFiCTUAER'S PRODUCT I.Q. MANUFACTURER'S PRODUCT 10 MANUFACTURER'S PIWOUCT 1.0 MANUFACTURER--.:. — MANUFACTURER MANUFACTURER OCF OCF OCF SAGS R . VALUE 'APPLIFD R-..VRLuE APPLIECI' MIN.'IlvsfaueD R :=VALUE APPLIED INSTALLED `' THICK t=Ba INSTALLED' THICKNESS �WutGHT PFA INSTALLED THICKNESS '• 114 1 KNFLL IF R -VALUE IS aT.HER THAN Vf'ALLS At MATERIAL FORM R vA:UE MANUFACTURER I FIBERGLASS BaTTS OCF • AIR I411.7RATION SEALANT MATERIAL MANUFACTUAER W R GRACE THIS IS TO`CEW I. INSULA7 N ANDIOR SEALANT HAS HEeN IN3TALI.€0 IN CONFO ANCE WITH APPLICABLE CODES, T.itpiAL•3TANdA S NR REGULATIONS, SI NAT',f LATI TO TITLE OATE MANAGER _..---7 FT, F JOArE SIC -3013 BUILDER COPY IWA COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 C6unty Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 ERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 066-250-013 R�1 ZONING BUILDING PERMIT OWNER PETRALIA, BUD & CONNIE TELEPHONE SO, FT, OCC. BUILDING VALUATION . OWNERS MAULING ADDRESS 2139 N. LATHAN AVENUE, CAMARILLO, CA93010 1749 R 94,446.00 726 U 13,068 00 CONTRACTOR'S NAME RIDGE CONSTRUCTION TELEPHNE 872- 4716 577 'Cul 7.5oi-66 CONTRACTORS MAULING ADD S.0. BOX 2215, PARADISE, CA 95967 CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ 00 ARCHITECT OR ENGINEER LICENSE NO. Filing Feb 11-1 $ 20.00 Permit Fee $ 699-00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan CheckingFee $ i 54 35 BUILDING ADDRESS 13602 LUCAS COURT, MAGALIA Energy Plan Checking Fee $ $ PERMIT FEE $ 1,196.3-' LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF XC Duplex ❑ Mobilehome ❑ Other SINGLE FAMILY SPECIFY Each Trap 2 7.00 84.00 Solar or heat pump water heater 1 23.00 Water piping 1 15.00 15.00 Each as water heater or vent 15.00 30.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: 2 BEDROOM 2 BATH WITH 2 CAR GARAGE Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 19 Mobile Home I S I G I W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 00LE Main Service . , OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION 1 hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.POWER License Class iii LIC. No. -71,315 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. diL 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ Iram exempt under Sec. Business and Professions Code for this Main Service 200A TO 1000A 46.00 NEW CONST. DWEWNG OCCUP. ( & BUDS. 3.5¢so, 86.63 x. TACIC-. NEW CONST. NON-RESID. C @7.50 APPARATUS 8 SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FIXTURES 20 @ ' 00 BAL @ .50 OR Ex. Occup. ops PM.) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 129.63 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Fling Fee 20.00 Heating 25.00 25.00 Cooling 25.00 25.00 Hood 6.50 6.50 Ventilation PERMIT FEE $ 81.00 Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) 0. 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X Date Signatur6 of Applicant - ❑ OwnerContractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in hei21 t. Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00 OCC u CONST . PE V OT L FEE $ 1,fi 31,98' , IM FLOOD cDF PAR HD uE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By/ PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date of Receipt No. o 7- �5 �D WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -IN ECTOR GOLDEN ROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541� HERMIT t APPLICATION AND PERMIT !! b3 y�f�W"►A"Ca.1AMr/1 �tD�D— a 5b � 0,3 � BUILDIN P O1N1's" �-} (� owr�e .00Rees ,, _ • T��"DMs Cc- Its o o SO. FT. I OCC. BUILOING VALUATION aril 1 0 1 3 Cgi oo►nTrApa" r L e lit W uuoers WARM AMEW Fireplace Total Valuation S , ARewrscr oa Vs uta "o ""asrecr OR DOGNMs Wusm PnoRen —Filina Fee S 20.01. Permit Fee t+ Plan Choicking Fee 1454.35 ! suaosaaoo"ss Q Enwqy Plan Checking Fee $ Q PERMIT FEE 1or"oU rM► PLUMBING PERMIT Filing F"I 20.00 SF /� Duplex 0 U3BOFSTRUCTi1R� Mobldrome O Odw Each Trap 194 7.00 41W Solar or heat pump water heater 23.00 Water 15.00 /,3,00 - 5,0CTYPE Each gas water heater or vent 15.00 30.00 TYPE OF WORK New W Addition 0 Renwdjd� 0 LAWn 0 iuMiellon 0 00w 0 Describe Work: b1 -e- (R 1 Lj _� (',C A —� Gas pVM rystem 1 - 5 outlets I 15.00 15-,60 Building emor15.00 S, 00 Mobile Home S G W 020.00 i PERMIT FEE _ - , (� ELECTRICAL PERMIT Fl9n Fee 20.00 ' - — �J (/ I O 'l 6 Main Smvke ss'o'o i own 23.00 15 ' Main Service 2WA To 100M 48.00 OR ADCHL ' o 000w 3.59nPom i NOWUSU w�novner @7.50 It Power APPOAAP s Ex. Occup. ouner on nm a m • ,. SAL.w50 Ex. Oocu . rNmAPPIHe. oe 5.00 Temporary Service 23.00 Mobile Home FaclNes 20.00 Misc. WIft 23.00 PERMIT FEE ! MECHANICAL PERMIT Flilng Fee 20.00 Heatin 'i (.-j , S� Cooling 25"00 Hood Ventilation , S PERMIT FE! ! Mobile Home Installation Fee ! Energy Inspection Fee i AI u 001 �rw TOTAL FEE $ MALV�. wr no0 co P,w �o/ "t This permit Is hereby Issued under the applicable provisions of the Butts County Code and/or Resolutions to do work Indicated above for which fees have bean paid. By Oats PERMIT EXPIRES ON (Date) ' ' \ ` ' . / . . ^ � ' ` ` �� �� /-1 / / 7,6w - C017NTYOF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PERMIT APPLICATION DATA SHEET OWNER: t7��.Q_LL/1 ASSESSOR PARCEL NUMBER: n(D(7'09!50 - 0I3 Proposed Building Use: 5 1:-- Building Inspector: Date: 8_31-0 At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: Date Received By ❑ 1. All iiems have been-submitted.------------------------------------------------------------------------------------- 112. Plot plans, 3/4 sets, signed by the preparer of plans. 03. 5pmplete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- _Engineered plans, 3/4 sets, with wet signature on plans. Al eengineering must be shown on plans. -------- 05 ., ------- ❑5. eered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ . Energy Design Compliance and supporting documentation.—�!�--5--x`-a a(�duX� C OGI e ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. 08. Hazardous Material Form. --------------------------------. f9anufactured Home data and installation instructions including Tie Down Specifications. ----------------- s of $ S$ • 1 -------------------------------------------------------------------------------------pact fees as shown on the attached schedule.�4s��---------------------------------------------------alifornia Department of Forestry plan approvaZf =r- � Q----$fA*---------------------- ❑ 13. o'�od elevation certificate. ---------------------------------------------------------------------------------------- 4. Sanitation and plot plan approval Health Department. -- ---------------------------- ❑ 15. City of Chico plumbing permit. ----------------------------------------------------------------------------------- ❑ 16. Plot plan and business license approval fro the Cityof Biggs. ---------------------------------------------- ❑ 17. Planning approval for (A) Use: © jC7 (B) parking: M A2 qq —d ('�------------------ - ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ----------------- 1119. ---------------- ❑19. Encroachment Permit for driveway (construction approval prior to occupancy). --------------------- ❑ 20. Pre -inspection for required. Request to Building Inspector on ❑21. Contractor's license information. (Number, Name Style, Classification). ----------------------------- 0 22. Workers' Compensation carrier and policy number. ----------------------------------------------------- 023. Owner-Builder ---------------------------------------------------.❑23.Owner-Builder Verification (Given to owner ❑, Mailed to owner 0) - -------------------------------. 4 fitter of signature authorization. ------------------------------- Recorded copy of Agricultural Acknowledgment Statement. ❑26. Letter of intent on building use. ---------------------------------. ❑27. Manufactured Home utility clearance. -------------------------- ❑28. Existing violations and/or expired permits. --------------------- El 29. ❑433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ 1130. Other: (Date) LMU, ✓ 2W /�i!i 4When you issue thet, roces Vollows ❑Mail to owner,❑ a to contractor. ❑ Telephone�and hold for pickup at 4_ ffice. ❑ Deliver with inspector. Apphc : Date: Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution Date: By: Copy of plans sent ❑ Health Department, ❑ Fire Depattme , ❑ Other: Date: By: 1. Index permit application for the above items numbered: ❑ Plan Check List 2. Additional items required: contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above' required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Buildin ivis n counter, by D te: Plans reviewed by: Date: Plans approved by: Date: Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Yellow (nnv - T)anartm t ..fTlP.,ol ,...,,o..♦ Co...: e 13 ... .3:__ __ TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance • •• E.H. USE ONLY Plot Plan Attached _ICI 7 Floor Plan Attached Sent to B.D. /I -69l � i��+ter 1,0- L UC4-5 Cf- Ivt 3,% 06&-2-50-013 Owner Location AP# Plan Approved for: Sewage Disposal Water Supply: Public , Private Well Clearance for .L h dwelling. Other 9 oto A - Hold final for: a Final clearance O.K. for: NOTE: /3e eIL-,J l AE -145 4--(0 -99 Environmental Health Specialist Date '!'�.�!,#.�fK'"�i«�„T.�``�j���ir�-1�`�i.y'�i-r>•f.•"5��'"T+r,►��.,r't.W..Y�.i,'r.'.F€3R�,���j�i�.;�i;j,�`� 1c�i;1.N#S"Siw'�`7'"�'s� "wF�lHr/h%i'.,�:�,2.rf'.+�1 �'1r•y�`� COUNTY OF BUTTE DEPARTMENT OF'DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 TELEPHONE (916) 538-7541 OWNER PROPOSED BUILDING USE 2 SCHEDULE OF FEES DUE L. BUILDING PERMIT FEES -- Balance Due ............. . $ -- Additional Fees Due ........... $ -- Additional Fees Due ........... $ Revised Plan Checking Fee ....... $ V 2. SCHOOL DISTRICT FEES (paid at District Office) 3. SHERIFF FEES (paid at Building Division) Residential ........ x $360.00 = $ Units ,. Commercial (sq.ft.)... x . $0.03 = $ Sq.Ft. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit) . 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) Z"7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER A.P. 013 DATE b � RECEIPT # DATE REC '}a �v190 $ 31 a-+3 L/W & At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. APPLICANT DATE q',31 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. 2197) -. c�-�y .'*i''i1.�'' ��?f�„9f�"r„i^�'^.r,�.k'5+.�+-ii..:s�ir,"''CF'+Z•d!�R"y"' �".�R;-'1 sv"'�"pA�+3Y`:^+�r,�t�.+ �iy�.iycHy+'a.stira;,�,ryy�{.`..nvT P ' �--x`, f •`F�' COUNT OWNER _.- Y OF BUTTE DEPA�LTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7; COUNTY�CENTER DRIVE, OROVILLE CA 95965 TELEPHONE (916) 538-7541 SCHEDULE OF RECEIPT OF FEES " PROPOSED BUILDING USE. 1. BUILDING PERMIT FEES -- Balance Due ................ $ _ _..,.zz,_Additional Fees Due ........... $ �� -- Additional Fees Due ........... $ -- Revised Plan Checking Fee ....... $ 2. SCHOOL DISTRICT FEES,,.�� 1 n (paid at District Office) 3. SHERIFF FEES (paid at Building Division) 1 Residential ........ x $360.00 = $ A -R # &n—a )U- UlJ DATE, "r9 RECEIPT # DATE REC f �! c"Sit •rrlL.., 'c See 31y X-1 Units � Commercial (sq.ft.)... ' x $0.03 = $ Sq.Ft.. 'A ea 4. URBAN AREA FEES'(paid at Building Division) Residential (per unit) .r x I = $ nuc �q #UnitsM f Amt. Commercial (sq.ft.) .. x =$ Sq. Ft. Amt. { 5. RECREATION DISTRICT FEES (paid at District Office) t 6.' THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) . r, 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) 1 f 10. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. •n } i ....,.• t APPLICANT ' ? DATE Q t0- IJ(`\, Pursuant to Government Code Section 66020, you are hereby notified thatAtems„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) +� ry 1 �f . 41a - it ;fi• [F" �._ BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) 1 School District A.P. Number tF ZSQ.-QI•.3 Jurisdiction: Property Owner �u l.• O MOI C Property Location/Address 0'2 - 2Subdivision Subdivision Building Department No. City' County +rte r, Lot No. ...........................................................................:...................................... -7q q Residential Development F [ Sq. Footage No of Living Mobile Home Addition/ 'Supplemental to (Group R) ._. St, ( } ►.. , , i Units_ Installation Conversion t j Permd # y (No foundation t7�spection)'r t t .............. ......... ........ t a Commercial/Industrial 0 O Sq. Footage New Addition (Including Exterior Building f ation No. r . .. �GeLw.-School District certifies that Roofed Areas) I� 8'99 Date U (Applicant) (St ree ddress) (Phone Number) (Cit (State) (Zip Code) r• has complied with the requirements of Resolution No. by payment of $ representing square feet. AB 2926 $ IFULL MITIGATION E z Sc ool istnct Representative Date 00, Paid by Check # p - Remarks: 1 Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with GovernmentrCode Section 66020(x), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is ' notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), s� this project may be, subject to additional school fees to fully mitigate its impact. on the school district's school's. White (applicant), Yellow (building department), Pink (school district) feeform. xts (t0/98)dmm PLAN REVISION Please complete the following information in odder to process your submittal. If this form is not complete, cor and legible, it may cause a delay in processing. Received By: U Date: !l-(U-gOwner's Name: 24-L A.P. #: O Co to - a. SU - O 13 Permit #• Time: ContactPhoneNumber: 3914--7-2,g�' Purpose of submittal: O Permit Application Data Item - 17 Engineering ❑ Plan Revision ❑ Requested by Building Inspector or Correcti6n Notice - Inspector's Name: 0-R- �ueved B Plan's Examiner- Examinee'y shame: ❑ Other: If you are revising a plan which has already been issued, submit two(2) drawings reflecting the revisions for plan review. If engineering is involved in this revision, the engineer must put his requirements on these drawings and stamp and sign the drawings. Include two (2) sets of wet signed engineering. Revised drawings m -t clearly show When Approved, Process as Follows: 17 Mail to Owner at this address: Mail to Contractor at this address: Call ' qq -(- -n 3`3-- and hold for pickup at theC[�' hico Office O Oroville Office ❑ Deliver with next inspection. Revised Plan Check Fee: O 546.00 Receipt #: CI'A--d—ditional Fees Not Required Additional fees may be due based upon complexity and time involved to process this submittal. Additional Fees: Receipt #: `b0+tir_ C-0. �)uI . L)1uIS�Q� eS S e, 5� I ek�ey- cAv��CJ Oc�. Z9 It qc�q V I Y-exA-A- C -It , -�G ZS r � V% 2 rreo� zs �oL w C-� r Gee- .� wd l r • tn.�V e4c� A O/W 1� �. Trb« ��aeo1 L LA,zi-� v\ eco CSI c . OAA-� November 2, 2, 1999 Bud and Conriie Petralia ` 2139 N. Lathan Ave. Camarillo, Ca. 93010 Parcel Number 066-250-013 Building Permit -Number: 99-2023 �lltte COIIIZtU L A N D O F N A T U R A L W E A L T H A N D B E A U T Y BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530)'538-7541 FAX: (530) 538-2140 The above referenced building plans were reviewed by this office. Please respond in writing to each comment by creating a response letter. Indicate which detail, specification, or calculation shows the requested information. Your complete and clear responses will expedite the re -check and approval of this project. Please be sure to include -on the resubmittal the engineer's "wet" stamp, signature, registration number and expiration date on all sheets of plans depicting the designed elements and cover sheets of calculations. Provide additional information and/or make revisions to plans, specifications and calculations as follows: W' 1. PROVIDE DETAIL AND CALCULATION FOR HOLDDOWNS USED IN BOTH ZIRECTIONS. _ l 2. PROVIDE KEY FOR BEAM CALCULATIONS.. PROVIDE SIZE OF ALL BEAMS ON THE PLANS. THIS WILL EXPIDATE THE PLAN CHECK MM/mw cc: Ridge Construction Tom Norlie, Architect Gary Hawkins, Architect 1 Ci ufte Oun , L A N D O F N A T U R A L W E A L T H A N D B E A U T Y BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES ` 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530) 538-2140 October 29, 1999 Bud and Connie Petralia 2139 N. Lathan Ave. Camarillo, Ca. 93010 Parcel Number 066=250-013 Building Permit Number: 99-2023 The above referenced building plans were reviewed by this office. Please respond in writing to each comment by creating a response letter. Indicate which detail, specification, or calculation shows the requested information. Your complete and clear responses will expedite the re -check and approval of this project. Please be sure to include on the resubmittal the engineer's "wet" stamp, signature, registration number and expiration date on all sheets of plans depicting the designed elements and cover sheets of calculations. Provide additional information and/or make revisions to plans, specifications and calculations as follows: Enclosed are your school. Please pay any required fees at district offices and return yellow copy to the building department. Square footage has been. revised to include bay at entry/stair. Your plans are in line -'up for structural review. I will contact you when this review has been completed. Energy calcs: Show location of sky light on the floor plan. Window at master bedroom is 9068 on the plans, which is sixty [60] square feet not the fifty-four [54] shown in energy calcs. Please revise calcs for correct. square footage. ,,,5 -'Call out specific beam size for beam in the living room carrying second floor. Architect of Record is to address all truss loads over 5000 pounds [Truss -10]. Architect is to provide a letter stating that he has reviewed and approved the trusses per his lateral design. /AC unit and landing for sliding glass door at bathroom must be removed from 10 foot recreation easement. The door must be elimated from the bathroom as a landing would be required but it may not be located in the easement. �7"Provide location of FAU. If located in trusses please have truss sized for appropriate loads. Show location directly on the plans. Plan check will continue upon receipt of all of the above items. Please wait until receipt of structural review -letter before return of revised plans. Additional items may be required when plan check is resumed. If you wish to discuss any requirements, you may contact me at'(530) 538-7541 between 1:00 P.M. and 4:00 P.M., Monday through Fridays.. Sincerely, Martha Whitney 'Plans Examiner cc: Ridge Construction Tom Norlie,-Architect Gary Hawkins, Architect 2 RESIDETrUL PLAN CHECKDR GUIDE SINGLE FAMILY, DUPLEX AND MISCELLANEOUS ONLY OWNER: PQi'{'ro uc`" BmDINGP ER Q' 20 Z j - PLAN CHECKER: A P. NUMBER: Zoning requirements: (side yards and number of permitted living units). v C4,n q�yjCc 2. Valuation. Plans signed by designer. PAT-h�ecA-S top JSh4 4. Proper description of work on application. Existing violations on property. / Itemsorded on data sheet, (Impact Fees, Environmental Health, Developer Fees, etc.). Recnotice of violation. PLOT PLAN: Complete parcel size and dimensions. Setbacks, side yards, easements, etc. Uarl a2,nc-e.. Other buildings or structures. Grading, fills and/or drainage. �5! Flood hazard. Special conditions on creation map (Noise, Q Fire Sprinklers, Water Tender, Trees, etc.). F.A.U. & F.A.S. road setback. Building or utilities across lot lines (Record form). FLOOR PLAN: ,l!' Complete to scale plan with dimensions. 2. Required windows for light and ventilation (Section 1203). 3. Required windows for second exit (Section 310.4). Skylights (Section 2409 & 2603.7). Glazing in Hazardous Locations (Section 2406). Required room sizes, ceiling heights (Section 310.6). G.F.C.I. in baths, garage, kitchen, wet bar and exterior outlets (N.E.C. 210). Lights, switches, receptacles, and exterior receptacles for maintenance of mechanical equipment. Location of water heaters, heating and cooling equipment, other electrical or gas equipment. TO" Garage firewall, door size ari3-cosff- ection 3 . jl! Minimum of one 3'0" exterior door (Section 1004.6). y2' Fireplace and wood stove location, alcoves and clearance. ,2"' Smoke detectors (Section 310.9. 1). ,W Plumbing fixtures, water closet clearances and shower size. STRUCTURAL DETAILS: _ Conventional Construction - nusuall Sha ed Buildin (Section 2326.5.4). Standard bracing o en eered desi (Section 2326.11.3). 3. Clerestory requiring balloon framing and/or engineering. Three story building requiring engineered calculations and plans. 5. Foundation plan complete enough to construct building. 6. Floor construction details complete enough to construct building. 77. Elevations and wall construction details complete enough to construct building. Roof construction details complete enough to construct building. Rafter ties or bearing ridge beam. X19' Fireplace construction details and calc. if necessary. (IT'D Garage door and/or porch header sizes. )�V Stud heights. j Adobe soils - special foundation design. Retaining walls requiring design. 15. Special Inspection requirements. 16. Header size. 17. Sheetrock nailing inspection required? July 1996 3.2 y MISCELLANEOUS ITEMS TO LOX K O TT FOR* ' 1. Stairway details: landings, rise and run, head clearance, handrails (Section 1006). 2. Guardrail details (Section 509). 3. Brick or stone veneer (Section 1403). 4. Exterior plaster - weep screeds (Section 2506). ' 5. Proper roof pitch for roof covering (Section 1501). 6. Roof covering type - (fire hazard). i7.' Foam insulation - protection. AO' 36" halls and stairways. ,e Living area over garage - complete 1 -hour separation required on garage side including supporting walls and posts. AO' Two exits on three - story dwellings (Section 1003). 11. Underfloor access and venWation,(Section 2317.7). 12. Attic access and ventilation (Section 1505). 13. Combustion air for fuel burning appliances - L.P.G. requirements. Noise requirements on duplexes. 15. Energy design. 16. Flashing at all exterior openings. 17. C.D.F. responsible area requirements. .• July 1996 3.3 GG ora q5-2-0 2_3�- AP # PERMIT # WAME Other Recauirements ] If Building Setback is 15 to 30 Feet: Class A or B roof - Enclosed eaves (�] If Building Setback is Less Than 15 Feet , Choose any.3 of the following: Metal or no doors on aide toward property line with insuffi= cient setback Class A or B roof with enclosed eaves Interior automatic sprinkler system per NFPA 13D - Glass area not to exceed 10% of wall area toward property line with insufficient setback .Siding from the following list: Stucco - 3 coat Hardi-Board or Plank Masonry Masonry veneer Metal Other Butte County Fire Department approved materials Date Signature Page 3 of 3 e PR -ECT PROCESSING RECORD APPLICANT: OWNER: PERMIT #: Z 3 A. P. #: WORK DESCRIPTION: DATE DESCRIPTION OF STEP 6AL rbi-ez 40 Iaa-7 coae k. 1 P1La A k, CA-� J��D {J © r " �" S eco . (119 -1 Cod, )0� . kms- -t P[aiyu�b r — Lotw utv. e -c 40 G2� 1N•2�9� Il ��I I S,pTuur- iltrrL - �f-r /'-e4n�- C fQ� j Gil" ]A . r e- Al, F YF ♦ a Job number >> 99100 Structural Calculations for PETRALIA RESIDENCE Paradise Pines, Ca. Gary Hawkins Architect 1370 Ridgewood Dr. Ste 10 Chico, Ca. 95973 (530) 892-2700 (530) 893-0532 Fax Y41 DATE 10/ 7/99 -1 jj�' (4;vl CALCDATA 11/13/97 Rev 4-20-94 Calculation data ------------------------------------------------------------------------ Description >> » -------------------------------=---------------------------------------- Jurisdiction Butte County Code referenced 1997 UBC Wind loading Basic wind speed 80 MPH Exposure B Seismic loading Seismic zone 3 Gravity loading Roof live load 30PSF Floor live load 40PSF Balcony .live load: 60PSF Soil data: Allowable.bearing: 120OPSF m F7 LOAD -S DL 4:20 PM ------------------------------------------------------------------------ .REV 8-13-92 LOAD SUMMARY MODULE 10/ 7/99 ------------------------------------------------------------------------ DESCRIPTION >> 30.00 PSF ------------------------------------------------------------------------ TL 44.00 PSF -------------------------------- ASSEMBLY. >roof --------------------------------------- SLOPE > 7.00IN 12 > '30.26 DEGREES NO. DESCRIPTION UNIT WT. PITCH? ADJ. WT. 12 Comp shingles 3.00 3.00 23 5/8" PLYWOOD 1.80 1.80 35 2 X 4 - 24" .70 .70 35 2 X 4 - 24" .70 .70 60 INSULATION R38 .2.20 2.20 64 MIS,C. 2.00 2.00 84 5/8" GYPSUM BD 2.80 2.80 ------------------------------------------------------------------------ DL 13.20 USE: 14.00 PSF LL 30.00 PSF ------------------------------------------------------------------------ TL 44.00 PSF ASSEMBLY >wall SLOPE > IN 12 > DEGREES NO. DESCRIPTION UNIT WT. PITCH? ADJ. WT. 81 WOOD SIDING 3.00 -3.00 34 2 X 4 - 16" 1.10- 1.10 56 INSULATION R15 .90 .90 64 MISC. 2.00 2.00 83 1/2" GYPSUM -BD 2.50 . 2.50 ------------------ -_----------------------------------------------------- DL 9.50 USE: 10.00 PSF LL PSF --------------- ---------------------------------------------------------- TL 10.00 PSF ------------------------------------------------------------------------ DL 11.40 USE: 12.00 PSF LOAD'S ------------------------------------------------------------------------ LL 4:53 PM REV 8-13-92 ------------------------------------------------------------------------ LOAD SUMMARY MODULE 10/ 7/99 DESCRIPTION >> SLOPE > IN 12 > DEGREES NO. ------------------------------------------------------------------------ ` ASSEMBLY >floor 1 UNIT WT. PITCH? ADJ. WT. 77 SLOPE > IN 12 > DEGREES. 26 NO. DESCRIPTION UNIT WT. PITCH? ADJ. WT. 43 77 CARPET/PAD 1.00 1.00 58 24 3/4" PLYWOOD 2.30 2.30 64 50 2 X 12 - 16" 3.30 3.30 64 MISC. 2.00 2.00 84 5/8" GYPSUM BD 2.80 2.80 ------------------------------------------------------------------------ DL 11.40 USE: 12.00 PSF ------------------------------------------------------------------------ LL 40.00 PSF TL 52.00 PSF ASSEMBLY >floor 2 SLOPE > IN 12 > DEGREES NO. DESCRIPTION UNIT WT. PITCH? ADJ. WT. 77 CARPET/PAD 1.00 1.00 26 1-1/8" PLYWOOD 3.40 3.40 43 2 X 8 - 24" 1.50 1.50 58 INSULATION R19 1.10 1.10 64 MISC. 2.00 2.00 ------------------------------------------------------------------------ DL 9.00 USE: 9.00 PSF LL 40.00 PSF ----------------------------I-------------------------------------------- TL 49.00 PSF ------------------------------------------------------------------------ DL 27.00 USE: 27.00 PSF LL 40.00 PSF -------------------------------------7---------------------------------- TL 67.00 PSF ASSEMBLY > SLOPE > IN 12 > DEGREES NO. DESCRIPTION UNIT WT. PITCH? ADJ. WT. ------------------------------------------------------------------------ DL USE: - PSF LL PSF TL PSF A r LOADS ----------------------------------------------- 4:54 PM REV 8-13-92 ------------------------------------------------------------------------ LOAD SUMMARY ------------------------ MODULE 10/ 7/99 DESCRIPTION >> --------------------=--------------------------------------------------- ASSEMBLY >floor. 3 SLOPE > IN 12 > DEGREES NO. DESCRIPTION UNIT WT. PITCH? ADJ. WT. 69 CONCRETE (1.511) 19.00 19.00 26 1-1/8" PLYWOOD 3.40 3.40 43. 2 X 8 - 24" 1.50 1.50 58 INSULATION R19 1.10 .1.10 64 MISC. 2.00. 2.00 ------------------------------------------------------------------------ DL 27.00 USE: 27.00 PSF LL 40.00 PSF -------------------------------------7---------------------------------- TL 67.00 PSF ASSEMBLY > SLOPE > IN 12 > DEGREES NO. DESCRIPTION UNIT WT. PITCH? ADJ. WT. ------------------------------------------------------------------------ DL USE: - PSF LL PSF TL PSF A r 'w f i ��C� .. .� ��� fid, o �/� � MAXSPAN2 4:50 PM ------------------------------------------------------------------------ Rev 9-28-93 -------------------7---------------------------------------------------- wood joists - span capacity 10/ 7/99 Description >>typ floor joist Shear > 30.829 feet ------------LOADING DATA ----------- ------------GENERAL DATA ------------ Dead load > .012 ksf Load duration factor > 1.000 Live load > .040 ksf Joist spacing > 16.000 inches Total load > .052 ksf Repetitive (Y/N)?> Y Tributary load > .069 klf ----------------------------------- Concentrated load> .000 kips Eq uniform load > .000 klf > Y --------------------------- SECTION PROPERTIES --------------------------- Member thickness > 1.500 inches Member width > 11.250 inches Section modulus > 31.641 in"3 Area > 16.875 in"2 Moment of inertia > 177.979 in -4 --------------------------LUMBER DESIGN VALUES -------------------------- Base values Species Grade Fb DFL NO2 .875 Size factor Cf Size 'factor Cf Size factor Cf Repetitive member factor Cr Adjusted values Species Grade .,Fb Ft DFL NO2 1006 575 -----------------------------MAXIMUM Max. span as limited by: Ft Fv 575 95 > 1.000 > 1.000 > 1.000 > 1.150 Fc1 FcJ1 E 625 1300 1600000 (APPLY TO Fb) (APPLY TO Ft) (APPLY TO Fc 1) Fv FC1 FCJJ E 95 625 1300 1600000 SPANS------------------------------- Bending > 17.497 feet Shear > 30.829 feet Total load deflection (L/240) > 20.898 feet 6TL > 1.045 inches Live load deflection (L/360) > 19.918 feet 6LL > .663 inches -------------------------CONCENTRATED LOAD CHECK ------------------------ Check uniform DL additive with concentrated load? > Y Max span as limited by concentrated loading > .000 feet Check stresses due to concentrated loading.... V uniform DL > .000 kips V concentrated load > .000 kips V cap of joist > 1.069 kips <ok> 0 of allowable > .000 M uniform DL > .000 ft -kips M max with load at midspan > .000 ft -kips M cap of joist > 2.653 ft -kips <ok> % of allowable > .000 ---Deflection--- Uniform DL deflection > .000 inches Concentrated load deflection > .000 inches Total load deflection > .000 in. L/ 0 MAXSPAN2 2 4:51 PM ------------------------------------------------------------------------ Rev 9-28-93 ------------------------------------------------------------------------ Wood joists - span capacity 10/ 7/99 Description >>typ floor joist Shear > 14.056 feet ------------LOADING DATA ----------- ------------GENERAL DATA ------------ Dead load > .009 ksf Load duration factor > 1.000 Live load > .040 ksf Joist spacing > 24.000 inches Total load > ' .049 ksf Repetitive (Y/N)?> Y Tributary load > .098 klf -------------------------- Concentrated load> - -------- .000 kips CHECK ------------------------ Eq uniform load > .000 klf load? ---------------------------SECTION PROPERTIES --------------------------- Member thickness > 1.500 inches Member width > 7.250 inches Section modulus > 13.141 in^3 Area > 10.875 in -2 Moment of inertia > 47.635 in^4 --------------------------LUMBER DESIGN VALUES -------------------------- Base values Species Grade Fb DFL NO2 875 Size factor Cf Size factor Cf Size factor Cf Repetitive member factor Cr Adjusted values Species Grade Fb Ft DFL NO2 1208 690 -----------------------------MAXIMUM Max. span as limited by: Ft Fv 575 95 > 1.200 > 1.200 > 1.050 > 1.150 FC1 FCJJ E 625 1300 1600000 (APPLY TO Fb) (APPLY TO Ft) (APPLY TO Fc LL) Fv Fc1 FcJJ E 95 625 1365 1600000 SPANS------------------------------ Bending > 10.389 feet Shear > 14.056 feet Total load deflection (L/240) > 12.001 feet 6TL > •,.600 inches Live load deflection (L/360) > 11.213 feet 6LL > .373 inches -------------------------CONCENTRATED LOAD CHECK ------------------------ Check uniform DL additive with concentrated load? > Y Max span as limited by concentrated loading > .000 feet Check stresses due to concentrated loading.... V uniform DL > .000 kips V concentrated load > .000 kips V cap of joist > .689 kips <ok> % of allowable > .000 M uniform DL > .000 ft -kips M max with load at midspan > .000 ft -kips M cap of joist > 1.322 ft -kips <ok> a of allowable > .000 ---Deflection--- Uniform DL deflection > .000 inches Concentrated load deflection > .000 inches Total load deflection > .000 in. L/ 0 MAXSPAN2 ri 4:55 PM ------------------------------------------------------------------------ Rev 9-28-93 . Wood joists - span capacity 10/ 7/99 -------------------7---------------------------------------------------- Description >>typ floor joist ------------ LOADING DATA ----------- ------------GENERAL DATA ------------ Dead load > .027 ksf Load duration factor > 1.000 Live load > .040 ksf Joist spacing > 24.000 inches Total load > .067 ksf Repetitive (Y/N)?> Y > Tributary load > .134 klf % of allowable > .000 ----------------------------------- Concentrated load> .000 kips > .000 ft -kips Eq uniform load > .000 klf .000 ft -kips M cap of joist ------=--------------------SECTION PROPERTIES --------------------------- ft -kips <ok> % of allowable Member thickness > 1.500 inches ---Deflection--- Member width > 7.250 inches > .000 Section modulus > 13.141 in -3 .000 inches Area > 10.875 in"2 in. L/ 0 Moment of inertia >, 47.635 in -4 --------------------------LUMBER DESIGN VALUES --------------------------- Base values Species Grade Fb Ft Fv Fc1 FcJ1 E DFL NO2 875 575 95 625 1300 1600000 Size factor Cf > 1.200 (APPLY TO Fb) Size factor Cf > 1.200 (APPLY TO Ft) Size factor Cf > 1.050 (APPLY TO Fc LL) Repetitive member factor Cr > 1.150 Adjusted values Species Grade Fb Ft Fv Fcl Fc -u E DFL NO2 1208 690 95 625 1365 1600000 -----------------------------MAXIMUM SPANS ------------------------------ max. span as limited by: Bending > 8.885 feet Shear > 10.280 feet Total load deflection (L/240) > 10.812 feet 6TL > .541 inches Live load deflection (L/360) > 11.213 feet 6LL > .373 inches -------------------------CONCENTRATED LOAD CHECK ------------------------ Check uniform DL additive with concentrated load? > Y Max span as limited by concentrated loading > .000 feet Check stresses due to concentrated loading.... V uniform DL > .000 kips V concentrated load > .000 kips V cap of joist > .689 kips <ok> % of allowable > .000 M uniform DL > .000 ft -kips M max with load at midspan > .000 ft -kips M cap of joist > 1.322 ft -kips <ok> % of allowable > .000 ---Deflection--- Uniform DL deflection > .000 inches Concentrated load deflection > .000 inches Total load deflection > .000 in. L/ 0 DO O C D iK 0 N ►..� Ga.> :" C��w E-Zt�)� 030, �- (/ 33f�,,�, oct�, = ,�7Zi ���... + V 4, 19 1Z SSBM 6 9:29 PM ------------------------------------------------------------------------- Rev 9-13-93 SIMPLE SPAN BEAM - UNIFORM LOAD 10/ 7/99 ------------------------------------------------------------------------ Description >> FB -3 --------------------------------- GENERAL -------------------------------- Span,(L) > 10.000 feet Repetetive ? > N Reduce shear for bm depth > Y Laterally supported (Y/N) > Y lu > .000 feet le > .000 feet .Slenderness factor Cs > .000 "Ck > 33.438 --------------------------------ACTIONS--------------------------------- Uniform dead load > .156 kips/ft 23 o TL Uniform live load > .520 kips/ft 77 a TL Uniform total load > .676 kips/ft End reactions ........................... DL > .780 kips LL > 2.600 kips TL > 3.380 kips Design loads ............................ .Total.load moment (M) > 8.450 ft -kips Total load shear (V) > 3.380 kips --------------------------LUMBER DESIGN VALUES -------------------------- Base values' Species Grade Fb Ft Fv Fc1 FcJJ E DFL N01 1000 675 95 625 1450 1700000 Size factor Cf > 1.000 Apply to Fb Size factor Cf > 1.000 Apply to Ft Size factor Cf > 1.000 Apply to Fci- Repetitive member factor Cr > 1.000 Load duration factor Cd > 1.000 < Adjustment for lateral support > 1.000 Adjusted values Species Grade Fb Ft Fv Fc -L FcJJ E DFL N01 1000 675 95 625 1450 1700000 -------------- -- ----------------- BEAM DATA ------------------------------- Member width > 5.500 inches Member depth > 11.250 inches Required Actual Comment S (in -3) > 101.400 116.016 <ok> A (in -2) > 43.362 61.875 <ok> I (in -4) > 652.588 ------------------------------DEFLECTIONS------------------------------- Total load deflection > .137 inches L/ 875 <OK> Live load deflection > .105 inches L/ 1138 <OK> Dead load deflection > .032 inches Minimum camber (glu-lams) > .047 inches <1.5*DL deflection> Standard 2000'R camber > .075 inches ---- - --------------------- CHECK MIN. BRG. AREA-------------------------- Minimum area > 5.408 in"2 Minimum length > .983 inches Assuming full width bearing op - 03 TZ Vie I4 SSBM 6 8:31 PM ------------------------------------------------------------------------ Rev 9-13-93 SIMPLE SPAN BEAM - UNIFORM LOAD 10/ 7/99 Description >> RB -1 » ---------------------------------GENERAL-------------------------------- Span (L) , _ > 16.500 feet Repetetive ? > N Reduce shear for bm depth > Y Laterally supported (YIN) > Y lu > .000 feet le > .000 feet Slenderness factor Cs > .000 Ck > 22.210 -------------------------------- ACTIONS ------------'--------------------- Uniform dead load > .182 kips/ft 32 o TL Uniform live load > .390 kips/ft 68 o TL Uniform total load > .572 kips/ft End reactions ........................... DL > 1.502 kips LL > 3.218 kips TL > 4.719 kips Design loads ............................ Total load moment (M) > 19.466 ft -kips Total load shear (V) > 4.719 kips --------------------------LUMBER DESIGN VALUES -------------------------- Base values Species Grade Fb Ft Fv Fc -L FcJJ E DFGL 24F -V4 2400 1150 165 650 1650 1800000 Size factor Cf > .976 Apply to Fb Size factor Cf > 1.000 Apply to Ft Size factor Cf > 1.000 Apply to Fcl Repetitive member factor Cr > 1.000 Load duration factor Cd > 1.000 Adjustment for lateral support > 1.000 Adjusted values Species Grade Fb Ft Fv Fc1 FcJJ E DFGL 24F -V4 2341 1150 165 650 1650 1800000 ----------------- --------------- BEAM DATA ------------------------------- Member width > 3.125 inches Member depth > 15.000 inches Required Actual Comment S (in -3) > 99.773 117.188 <ok> A (in"2) > 36.400 46.875 <ok> I (in"4) > 878.906 ------------------------------ DEFLECTIONS ------------------=------------ Total load deflection > .603 inches L/ 328 <OK> Live load deflection > .411 inches L/ 482 <OK> Dead load deflection > .192 inches Minimum camber (glu-lams) > .288 inches <1.5*DL deflection> Standard 20001R camber > .204 inches --------------------------CHECK MIN. BRG. AREA -------------------------- Minimum area > 7.260 in"2 Minimum length > 2.323 inches Assuming full width bearing I ' R -G - 72. Vp SSBM 6 8:57 PM ------------------------------------------------------------------------ Rev 9-13-93 SIMPLE SPAN BEAM - UNIFORM LOAD 10/ 7/99 Description >> RB -2 ---------------------------------GENERAL-------------------------------- Span (L) > 10.500 feet Repetetive ? > N Reduce shear for bm depth > Y Laterally supported (Y/N) > Y lu > .000 feet le > ' .000 feet Slenderness factor Cs > .000 Ck > 33.438 --------------------------------ACTIONS--------------------------------- Uniform dead load > .179 kips/ft 32 % TL Uniform live load > .383 kips/ft 68 o TL Uniform total load > .562 kips/ft End reactions ........................... DL > .940 kips LL > 2.011 kips TL > 2.951 kips Design loads ............................ Total load moment (M) > 7.745 ft -kips Total load shear (V) > 2.951 kips --------------------------LUMBER DESIGN VALUES -------------------------- Base values Species Grade Fb Ft Vv Fc1 Fc -H E DFL N01 1000 675 95 625 1450 1700000 Size factor Cf > 1.000. Apply to Fb Size factor Cf > 1.000 Apply to Ft Size factor Cf > 1.000 Apply to Fcl Repetitive member factor Cr > 1.000 Load duration factor Cd > 1.000 Adjustment for lateral support > 1.000 Adjusted values Species Grade Fb Ft Fv Fc1 FcJJ E DFL N01 1000 675 95 62.5 1450 1700000 --------------------------------BEAM DATA ------------------------------- Member width > 5.500 inches Member'depth > 11.250 inches Required Actual Comment S (in"3) > 92.941 116.016 <ok> A (in"2) > 38.268 61.875 <ok> I (in -4) > 652.588 ------------------------------DEFLECTIONS------------------------------- Total load deflection > .139 inches L/ 909 <OK> Live load deflection > .094 inches L/ 1335 <OK> Dead load deflection. > .044 inches Minimum camber (glu-lams) > .066 inches <1.5*DL deflection> Standard 2000'R camber > .083 inches --------------------------CHECK MIN. BRG. AREA-------------------------- Minimum area > 4.721 in^2 Minimum length > .858 inches Assuming full width bearing ry r.l fe ra r+ N •..Cb,j I V�v E SSBM_6 Rev 9-13-93 SIMPLE SPAN BEAM - UNIFORM LOAD 10/ 7/99 Description >> RB -3 --.------------------------------- GENERAL -------------------------------- Span (L) > 9.500 feet Repetetive ? > N Reduce shear for bm depth > Y Laterally supported (Y/N) > Y lu > .000 feet le > .000 feet Slenderness factor Cs > .000 Ck > 34.680 --------------------------------ACTIONS--------------------------------- `Uniform dead load > .112 kips/ft 32 o TL Uniform live load .> .240 kips/ft 68 o TL Uniform total load > .352 kips/ft End reactions ........................... DL > .532 kips LL > 1.140 kips TL > 1.672 kips Design loads..... ..................... Total load moment (M) > 3.971 ft -kips Total load shear (V) > 1.672 kips --------------------------LUMBER DESIGN VALUES -------------------------- Base values Species Grade Fb Ft Fv FC -L FcJJ E DFL. -NO2 875 575 95 625 1300 1600000 Size factor Cf > 1.100 Apply to Fb Size factor Cf > 1.000 Apply to Ft Size factor Cf > 1.000 Apply to Fc[L Repetitive member factor Cr > 1.000 Load duration factor Cd > 1.000 « Adjustment for lateral support > 1.000 Adjusted values Species Grade Fb Ft Fv Fc1 Fc -fl E DFL NO2 963 575 95 625 1300 1600000 ---------------------------------BEAM DATA ------------------------------- Member width > 3.500 inches Member depth > 11.250 inches Required Actual Comment S (in"3) > 49.509 73.828 <ok> A (in -2) > 21.189 39.375 <ok> I (in"4) > 415.283 ------------------------------DEFLECTIONS-----------=------------------- Total load deflection > .097 inches L/ 1174 <OK> Live load deflection > .066 inches L/ 1722 <OK> Dead load deflection > .031 inches Minimum camber (glu-lams) > .046 inches <1.5*DL deflection> Standard 20001R camber > .068 inches --------------------------CHECK MIN. BRG. AREA-------------------------- Minimum area > 2.675 in^2 Minimum length > .764 inches Assuming full width bearing t. W LU Lw VJ 1. V� 'A 4A ,j ."20 C4 q, /,��.,�,�,�i .� .�9,�/��I Oc�l�)+ ��v'�' 'r,`j�,,� ,�r�°j+( �JC,o��� r; Z(d"7 ��1 -16 SSBM_6 1 9:14 PM - ----------------------------------------------------------------------- Rev 9-13-93 SIMPLE SPAN BEAM - UNIFORM LOAD 10/ 7/99 Description >> FB -1 ---------------------------------GENERAL-------------------------------- Span (L) > 9.250 feet Repetetive ? > N Reduce shear for bm depth.> Y Laterally supported (Y/N) > Y lu > .000 feet le > .000 feet Slenderness factor Cs > .000 Ck > 33.438 --------------------------------ACTIONS--------------------------------- Uniform dead load > .267 kips/ft 36 o TL Uniform live load > .468 kips/ft 64 o TL Uniform total load > .735 kips/ft End reactions ........................... DL > 1.235 kips LL > 2.165 kips TL > 3.399 kips Design loads ............................ Total load moment (M) > 7.861 ft -kips Total load shear (V) > 3.399 kips --------------------------LUMBER DESIGN VALUES -------------------------- Base values Species Grade Fb Ft Fv Fc1- Fcl E DFL N01 1000 675 95 625 1450 1700000 Size factor Cf > 1.000 Apply to Fb Size factor Cf > 1.000 Apply to Ft Size factor Cf > 1.000 Apply to Fcl Repetitive member factor Cr '> 1.000 Load duration factor Cd > 1.000 Adjustment for lateral support > 1.000 Adjusted values Species Grade Fb Ft Fv Fc1 FcJJ E DFL N01 1000 675 95 625 1450 1700000 --------------------------------BEAM DATA ------------------------------- Member width > 5.500 inches Member depth > 11.250 inches Required Actual Comment S (in -3) > 94.333 116.016 <ok> A (in"2) > 42.794 61.875 <ok> I (in -4) > 652.588 ------------------------------ DEFLECTIONS ------------------------------- Total load deflection > .109 inches L/ 1017 <OK> Live load deflection > .069 inches L/ 1597 <OK> Dead load deflection > .040 inches Minimum camber (glu-lams) > .059 inches <1.5*DL deflection> Standard 20001R camber > .064 inches -----'---------------------CHECK MIN. BRG. AREA --------------------------- Minimum area > 5.439 in"2 Minimum length > .989 inches Assuming full width bearing U, vi �1 u1 ul to vh t7 C'4 C4 d11 4e, 0 ri C4 ri Z2 SSBM_6 10:00 PM ------------------------------------------------------------------------ Rev 9-13-93 SIMPLE SPAN BEAM - UNIFORM LOAD 10/ 7/99 Description >> GIRDER --------=---`---------------------GENERAL -------------------------------- Span (L) > 5.830 feet Repetetive ? > N Reduce shear for bm depth > Y Laterally supported (Y/N) > Y lu > .000 feet le > .000' feet Slenderness factor Cs > .000 Ck > ' 34'.680 ---------------------=----------ACTIONS--------------------------------- Uniform dead load > .072 kips/ft 18 o TL Uniform live load > .320 kips/ft 82 o TL Uniform total load > .392 kips/ft End reactions ........................... DL > .210 kips LL > .933 kips. TL > 1.143 kips _Design loads ............................ Total load moment (M) > 1.665 ft -kips Total load shear (V) > 1.143 kips --------------------------LUMBER DESIGN VALUES -------------------------- Base values Species Grade Fb Ft Ft Fv Fc -L FcJJ E DFL NO2 875 575 748 95 625 1300 1600000 Size factor Cf > 1.300 Apply to Fb Size factor Cf > 1.300 Apply to Ft Size factor Cf > 1.100 Apply.to FcI- Repetitive member factor Cr > 1.000 S (in^3) > 17.570 Load duration factor Cd > 1.000 A (in"2) > 15.205 Adjustment for lateral support > 1.000 I (in"4) > Adjusted values Species Grade Fb Ft Fv Fc1 FcJJ E DFL NO2 1138 748 95 625 1430 1600000 -------------------=-=----------BEAM DATA ------------------------------- Member width > 3.500 inches Member depth > 5.500 inches Required Actual Comment S (in^3) > 17.570 17.646 <ok> A (in"2) > 15.205 19.250 <ok> I (in"4) > 48.526 ------------------------------DEFLECTIONS------------------------------- Total load deflection > .131 inches L/ 533 <OK> Live load deflection > .107 inches L/ 653 <OK> Dead load deflection > .024 inches Minimum camber (glu-lams) > .036 inches <1.5*DL deflection> Standard 20001R camber > .025 inches --------------------------CHECK MIN. BRG. AREA -------------------------- Minimum area > 1.828 in^2 Minimum length > .522 inches Assuming full width bearing. V- 1,2'" wD, ell o I !121" OP PT FTG2 9:01 PM ------------------------------------------------------------------------ Rev 9-30-93 -Point footing 10/ 7/99 Description >>F -1 ---=---------Load data ------------- --------------Soil data ------------- P > 4.719 kips Soil brg capacity> 1.200 ksf Uniform load > .000 , kips/ft Live load o > 68.000 -------- ------Concrete-----------------------Reinforcing steel --------- FIc >, 2.500 ksi Fy > 40.0.00 ksi m > 18.824 0 > .900 ------------------------------Footing data ------------------------------ Footing size > 2.330 feet Footing thickness (t) > 12.000 inches <ok> Distance to reinf. (d) > 8.000 inches Footing weight > .814 kips Total P axial > 5.533 kips Total bearing pressure > 1.019 ksf <ok> Net bearing pressure > .869 ksf Factored bearing pressure > 1.394 ksf (1.7*LL+1.4*DL) ----------------------------Footing stresses ---------------------------- Diagonal tension - factored loads - one way action <ok> Vu=(P net)*(effective-area) > 2.702 kips Vn=Vc=2(F'c)^.5*bw*d > 22.368 kips Vn > 20.131 kips Diagonal tension - factored loads - two way action <ok> Vu=(P net)*(effective area) > 6.950 kips Vn=Vc=4(F'c)^.5*bo*d > 51.200 kips Vn > 46.080 kips -------------------------Footing reinforcement-------------------------- Mu=(P net)*bl"2/2 > .946 'ft-kips/ft Required Rn=(Mu/(k)bd"2 > 16.426 psi Required p (bending moment) > .0004 Required As (bending moment) > .040 in-2/ft = .092 in"2 Min. required p UBC 2610(f) > .0005 33% increase applied Min. required As UBC 2610(f) > '.053 in 2/ft = .123 in"2 Minimum reinforcement as governed by: ---Minimum reinforcement -- 1 No. 4 bars e.w. 1 No. 5 bars e.w. 1 No. 6 bars e.w. 1 No. 7 bars e.w. V� PT FTG2 9:34 PM ------------------------------------------------------------------------ Rev 9-30-93 Point footing 10/ 7/99 ------------------------------------------------------------------------ Description >>F -2 -------------Load data ------------- --------------Soil data ------------- P > 2.698 kips Soil brg capacity> 1.200 ksf Uniform load > .000 kips/ft Live load o > 58.000 -------------- Concrete -- ----------- ----------Reinforcing steel --------- FIc > 2.500 ksi Fy > 40.000 ksi m > 18.824 0 > .900 ------------------------------Footing data ------------------------------ Footing size > 1.670 feet Footing thickness (t) > 12.000 inches <ok> Distance to reinf. (d) > 8.000 inches Footing weight > .418 kips Total P axial > 3.116 kips Total bearing pressure > 1.117 ksf <ok> Net bearing pressure > .967 ksf Factored bearing pressure > 1.523 ksf (1.7*LL+1.4*DL) ----------------------------Footing stresses ---------------------------- Diagonal tension - factored loads - one way action <ok> Vu=(P net)*(effective area) > 1.276 kips Vn=Vc=2(F'c)-.5*bw*d > 16.032 kips (k Vn > 14.429 kips Diagonal tension - factored loads - two way action <ok> Vu=(P net)*(effective area) > 3.570 kips Vn=Vc=4(Flc)-.5*bo*d > 51.200 kips (k Vn > 46.080 kips -------------------------Footing reinforcement--------------------------- Mu=(P net)*bl-2/2 > .531 ft-kips/ft Required Rn=(Mu/(A)bd"2 > 9.216 psi Required p (bending moment) > .0002 Required As (bending moment) > .022 in-2/ft = .037 in -2 Min. required p UBC 2610(f) > .0003 3301 increase applied Min. required As UBC 2610(f) > .029 in-2/ft = .049 in -2 Minimum reinforcement as governed by: ---Minimum reinforcement-- - No. 4 bars e.w. 1 No. 5 bars e.w. 1 No. 6 bars e.w. 1 No. 7 bars e.w. IV PT FTG2 9:35 PM ------------------------------------------------------------------------- Rev 9-30-93 Point footing 10/ 7/99 ----------------------------------------------------------------=------- Description >>F -3 -------------Load data ------------- -=------------Soil data ------------- P >. 7.002 kips Soil brg capacity> 1.200 ksf Uniform load > .000 kips/ft Live load 6 > 58.000 --------------Concrete------------- ----------Reinforcing steel --------- FIc > 2.500 ksi Fy > 40.000 ksi m > 18.824 > .900 ------------------------------Footing data ------------------------------ Footing size ' > 2.670 feet Footing thickness (t) > 12.000 inches <ok> Distance to reinf. (d) > 8.000 inches Footing weight > 1.069 kips Total P axial > 8.071 kips Total bearing pressure > 1.132 ksf <ok> Net bearing pressure > .982 ksf Factored bearing pressure > 1.546 ksf (1.7*LL+1.4*DL) ----------------------------Footing stresses ---------------------------- Diagonal tension - factored loads - one way action <ok> Vu=(P net)*(effective area) > 4.135 kips Vn=Vc=2(F'c)".5*bw*d > 25.632 kips Vn > 23.069 kips Diagonal.tension - factored loads - two way action <ok> Vu=(P net)*(effective area) > 10.334 kips Vn=Vc=4(Flc)^.5*bo*d > ,51.200 kips (k Vn > 46.080 kips --------------------------Footing reinforcement -------------------------- Mu=(P net)*bl^2/2 > 1.378 ft-kips/ft Required Rn=(Mu/o)bd"2, > 23.917 psi Required p (bending moment) > .0006 Required As (bending moment) > .058 in-2/ft = .154 in^2 Min. required p UBC 2610(f) > °.00.08 336 increase applied Min. required As UBC 2610(f) > .077 in"2/ft = .205 in"2 Minimum reinforcement as governed by: ---Minimum reinforcement - 2 No. 4 bars e.w. 1 No. 5 bars e.w. 1 No. 6 bars e.w. 1 No. 7 bars e.w. 2l PT FTG2 9:50 PM ------------------------------------------------------------------------ Rev 9-30-93 Point footing 10/ 7/99 ------------------------------------------------------------------------ Description >>F -4 -------------Load data ------------- --------------Soil data ------------- P > 4.051 kips Soil brg capacity> 1.200 ksf Uniform load > .000 kips/ft Live load o > 58.000 --------------Concrete------------- ----------Reinforcing steel --------- FIc > 2.500 ksi Fy > 40.000 ksi m > 18.824 0 > .900 ------------------------------Footing data ------------------------------ Footing size > 2.000 feet Footing thickness (t) > 12.000 inches <ok> Distance to reinf. (d). > 8.000 inches Footing weight > .600 kips Total P axial > 4.651 kips Total bearing pressure > 1.163 ksf <ok> Net bearing pressure > 1.013 ksf Factored bearing pressure > 1.594 ksf (1.7*LL+1.4*DL) ----------------------------Footing stresses ---------------------------- Diagonal tension - factored loads - one way action <ok> Vu=(P net)*(effective area) > 2.125 kips Vn=Vc=2(F'c)-.5*bw*d > 19.200 kips Vn > 17.280 kips Diagonal tension - factored loads - two way action <ok> Vu=(P net)*(effective area) > 5.668 kips Vn=Vc=4(F'c)^.5*bo*d > 51.200 kips 0 Vn > 46.080 kips -------------------------Footing reinforcement -------------------------- Mu=(P net)*bl^2/2 > .797 ft-kips/ft Required Rn=(Mu/4))bd^2 > 13.837 psi Required p (bending moment) > .0003 Required As (bending moment) > .033 in^2/ft = .067 in^2 Min. required p UBC 2610(f) > .0005 33% increase applied Min. required As UBC 2610(f) > .044 in^2/ft = .089 in^2 Minimum reinforcement as governed.by: ---Minimum reinforcement -- 1 No. 4 bars e.w. 1 No. 5 bars e.w. 1 No. 6 bars e.w. 1 No. 7 bars e.w. 2b PT FTG2 9:45 PM ------------------------------------------------------------------------ Rev 9-30-93 Point footing 10/ 7/99 Description >>F -5 -------------Load data ------------- --------------Soil data ------------- P > 14.282 kips Soil brg capacity> 1.200 ksf Uniform load > .000 kips/ft Live load o > 58.000 --------------Concrete------------- -.--------- Reinforcing steel --------- FIc > 2.500 ksi Fy > 40.000 ksi m > 18.824, 0 > .900 ------------------------------Footing data ------------------------------ Footing size > 4.000 feet Footing thickness (t) > .12.000 inches <ok> Distance to reinf. (d) > 8.000 inches Footing weight > 2.400 kips Total P -axial .> 16.682 kips Total bearing pressure. > 1.043 ksf <ok> Net bearing pressure > .893 ksf. Factored bearing pressure > 1.405 ksf (1.7*LL+1.4*DL) -----------------------------Footing stresses----------7----------------- Diagonal tension - factored loads - one way action <ok> Vu=(P net)*(effective area) > 9.367 kips Vn=Vc=2(F'c)-.5*bw*d > 38.400 kips Vn > 34.560 kips Diagonal tension - factored loads - two way action <ok> Vu=(P net)*(effective area) > 21.855 kips Vn=Vc=4(Flc)".5*bo*d > 51.200 kips Vn > 46.080 kips -------------------------Footing reinforcement -------------------------- Mu=(P net)*bl-2/2 > 2.810 ft,-kips/ft Required Rn=(Mu/o)bd"2 > 48.784 psi Required p (bending moment) > '.0012 Required As (bending moment) > .118 in^2/ft = .474 in -2 Min. required p UBC 2610(f) > ..0016 33% increase applied Min..required As UBC 2610(f) > .158 in"2/ft = .630 in^2 Minimum reinforcement as governed by: ---Minimum reinforcement -- 4 No. 4 bars e.w. 3 No. 5 bars e.w. 2 No. 6 bars e.w. 2 No. 7 bars e.w. 2.l File >LATDATA3 Rev 8-8-95 Wind pressures on structures Description >> Exposure > B I N U I T I E S Importance factor > 1.00 .80 .0081 Basic wind speed > 80.00 mph qs > 16.40 psf Roof pitch > 7.00 in 12 0 > 30.26 degrees * * * P R I M A R Y F R A M E S -A N D S Y S T E M S R 0 0 F Direction Wind perpendicular to ridge Ht. <0'-15'> <201> <25'> Assembly description Ce .62 .67 .72 .0071 .0077 Cq Windward roof W A L L S C O N T I N U I T I E S 2.00 Windward walls .80 .0081 .0088 .0094 Leeward walls .50 .0051 .0055 .0059 Total wall 2.00 .0132 .0143 .0154 R 0 0 F Wind perpendicular to ridge 'Leeward or flat roof .70 .0071 .0077 .0083 Windward roof Slope 2:12 to less than 9-:12 .90 .0092 .0099 .0106 Slope 2:12 to less than 9:12 .30 .0031 .0031 .0035 Roof total .0102 .0107 .0118 ,Wind parallel to ridge and flat roofs .70 .0071 .0077 .0083 * * * E L E M E N T S A N D C O M P O N E N T S W A L L All structures 1.20 .0122 .0132 .0142 Enclosed structures 1.20 .0122 .0132 .0142 Open structures 1.60 .0163 .0176 .0189 Parapets 1.30 .0132 .0143 .0154 R O O F Enclosed structures Slope less than 9:12 1.10 .0112 .0121 .0130 Open structures Slope less than 9:12 1.60 .0163 .0176 .0189 * * * L 0 C A L A R E A S A T Wall corners Canopies or overhangs at eaves or rakes Roof ridges at ends of buildings or eaves and roof edges at building corners Eaves or rakes without overhangs away from building corners and ridges away from ends of building D I S C O N T I N U I T I E S 2.00 .0203 .0220 .0236 2.80 .0285 .0308 .0331 3.00 .0305 .0330 .0354 2.00 .0203 .0220 .0236 3-C) File >SHEARW 8:08 AM 10/15/99 ------------------------------------------------------------------------ REV. 6-17-99 . . Shearwall schedule --------------------------------------=--------------------------------- Description >> " >> - (SINKERS) ------------------------------------------------------------------------ Mark Description HF DF 1 3/811 cdx plywood with 8d nails .216 .264 at 611, 1211 o.c. (.184) (.224) 2 3/811-cdx plywood with 8d nails .315 .384 at 411, 1211 o.c. (.268) (.326) 3 3/8" cdx plywood with 8d nails .403 .492 at 31!, 1211 o.c. (.343) (.418) 4� 1/2" cdx plywood with 10d nails .254 .310 at 611, 1211 o.c. (.216) (.264) 5 1/2" cdx plywood with 10d nails .377 .460 at 411, 1211 o.c. ( .320) ( .391) 6 1/2" cdx plywood with lod nails .492 .600 at 311, 1211 o.c. (.418) (.510) 7 1/2" gyp.bd with 5d nails wind .082 .100 at 711 o.c. edge & field seismic .041 .050 8 5/8" gyp bd with'6d nails wind .094 .115 at 711 o.c. edge & field seismic .047 .058 9 7/.8" cement plaster over expanded metal .148 .180 or woven wire lath with no. 16 gage staples, (7/8" leg) at 6" o.c. 10 3/8" plywood siding with 8d nails .131 .160 at 611, 121' o.c. 11 'Simplex "Thermo -Ply structural (red) .144 .175 sheathing (0.115 inch thickness) with no. 16 gage staples (7/16" crown'. 1-1/411 legs), 1. � �; j •' !i ii: .�I�i Ul Cwt I(('/W (C.4 ( 2, tn -7 (A 'n kA 12 ouo 7202" ------ C. Mhept, Z. 0 z (-V I V11" 2s� lilts 2,b C'4 " N (14 c! Cl( LO b�sCj� � r ��"�!/C ����r� It/ 7 t2- 4) 014) Cb) (7- !b) G 117 li4-qb r. 7F 014) Cb) (7- !b) G 117 li4-qb r. C) Cl 0 0 C) .... C14 00 �e�MA40 A-1 727 4 4, a S x- 16, 0 47. = fit 03b C,bz,or-� vv Z'� %IZ7 A -3 4 . .... ........... 077, If Lj C), C5 4-210 ck- i (-L6 L." C2.4 4 �I Ll,%,)'Z e OW5'I—riop'-++ (SI, a�9�z .�. -A. 1�J I''"��' G C J !A 11 V: o cjO en C;0 — CV N Ct <rvv r�nN . n YiCk `1 Vl G w - 1110 c,lob M SI NtC� -37 i jl\/Z lc�i���a) �ld,l�?-fir Z,,•Z 11 �� �c�..-`��r�,E., 2,��, rc. e.1 22-1141 50 SHEETS I .v 1 . �aa�2�-a_�• 22-142 100 Si;EET'S• 22.144 200 SHEET'S s 11461 a _ cr E � / WJ'�Enf o< 1 I � � �� ii I• IVI I � 1 • —--:.:.-�-ice N C `^"op", )4- L Fit, kplj o I 1� 1, 09 LAJ 12, F-L 22-1411 50 SHEETS 100 SHEETS 22-142 22-144 200 SHEETS Ir, W X :L T 0 0 0 0 (14 lit z(ObL 4-1 1 4-0 2 - --2 e, "I V, Ln 'L X I 1A 'A N C-4 NCV C4 'Cl -4 0C4 Q Goy T14 n t"J�'•,J 1' 1 `�-" �2�%z���.lfs)-�(�3�(��z-) �If�Ird-) 4t o b I Ic tolq&) 4 - ►L �� ���� �,� .� 4 , 5 4-1 N eli cl C,4 Ci C-4 A IT- b3 Ab 2R �} i x,23 C( CCC `�" �2, C, l�� �. `� `� CA ol � �4w (i�,�3�j C,�►,j -� t, 61 lc_ 0 o) k", V, W W w ul w uj . x ,—r x Ir, V) 'A 01,30 0 C4 CA ci rl N cl, N 12, G. ... . ....... 0 N �; N ;;? It 4 0 C.4, 4,Gk --- -------- -------- --3;)"o,v - ko—mft—� %ZYrU AP, 4-7 o (a) H-. ruo �Z-- STP Building Permit mber: Owner Name: H�WO-fit Gam.__ 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 or 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 U!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 or missed, it does not relieve the builder of any responsibility for code requirements, general or specific. GENERAL REQUIREMENTS • Provide windows for natural light and ventilation. (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.) • Provide 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 Sec. 1003.3, U.B.C., for rise, run, headroom, width, landings and handrails. • Hallways to be minimum 36" wide. (typical) • Underfloor access and ventilation per Sec.2317.7, U.B.C. • Attic access and ventilation per Ch. 15, U.B.C. 2of3 Building Permit Number: Owner Name: • 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 Article 410-8 N.E.C. • 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.) • Provide 1- #4 bar top and bottom of footing, U.N.O. (Sec. 1806.7, 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. • Skylights per Sec. 2409 & 2603.7, U.B.C. • Protect plastic foam insulation per Sec. 2602.4, U.B.C. • 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. • Provide plumbing fixtures, water closet clearances and shower sizes per U.P.C. SPECIFIC REQUIREMENTS 1. Provide safety glazing in all hazardous locations per Sec. 2406, U.B.C. 2. Garage firewall, door size and self -closer per Sec. 302.4, U.B.C. 3.. Install smoke detector per Sec. 310.9, U.B.C. 4. Special roof covering required, class C minimum. 5. Living area over garage, 1 hr. construction required on garage side, including supporting walls, posts and supporting beams. 6. Provide 2 separate exits from third story. 7. 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 (UBC 310.4.) • Blue = Engineering Green = Brace wall panels • Pink = Firewall • Yellow = Important N 3 of 3 Building Permit Number: Owner Name: 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. " Parcel lies within the State Responsibility Area (SRA). Comply with attached requirements. ❑ Fire sprinklers are required in this structure. ❑ The following parcel map requirements shall be met: All structures lao equipment including overhan s shall be clear of all easements. A setback of P from the side andQO 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. ❑ 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. a BUILDING PERMIT SITE PLAN CHECKLIST APN: ��� - 2�0 - ©1� Building Permit No.: 99 -- �Z p2-�> Proposed Use: SFD CEJ MH ❑ Multi -family ❑ Res. Acc. ❑ Ag. Bldg. ❑ Comm. ❑ Ind. ❑ Other: Zone District:' General Plan: Ly The Proposed Use Is: Permitted:_ Not Permitted: Requires a Use Permit: Requires a Minor Use Permit: Requires an Administrative Permit: Accessory Bldg. Use: _ �bT Parcel Created By Map? No: Yes: Book/Page Map Conditions? No �, Yes: , See reverse side Use Permit: Variance: 11 YAP, 99 -C)(PDev. Agreement: Applicable Setback Zoning Code Streets & Hwy. Fire Prevention Subdivision Map Fronts `� W Sidej Side, street ^� Rear \' Height Parcel in Land Conservation Agreement? No: x Yes: , Check Use Parcel in North Chico Specific Plan? No: i Yes: , Check NCSP Zoning Parcel in Floodplain? No: -2!!�,, Yes: , Zone: 1%( Panel No.: D6C5017- 0V 60 C— Parcel in Enterprise Zone? No: -2 Yes: , Check Use CommerciaVIndustrial/Multi-family Uses Parking Requirements: OK as shown Landscaping Requirements: OK as shown Other: Other Comments: STQVC--rU2r-- �1 L6�iJ�� I 2�1a2 �JPfZ27 i �+4 .� -7c--L Reviewed By: Date: C-) - )3 - 9 1 CHECK SPECIAL CONDITIONS WHICH APPLY TO PARCEL: UNLESS OTHERWISE NOTED. ALL FEES TO BE PAID TO THE BUILDING DIVISION _l. Submit a plan of the existing on-site mature trees, located in the proposed for building and driveway area prior to grading or vegetation removal. Minimize the removal of mature trees, where possible. A mature tree shall be defined as a tree with a trunk measuring 4 inches in diameter, 4 feet from ground level. Mature trees removed shall be replaced by planting replacement trees of equal number and not less than _ gallon size. _2. Prior to the commencement of grading and/or construction activity, all individual or groups of oak trees which are to be retained as part of the project, shall be fully protected through the use of root protection zones (RPZ). During construction, RPZs shall be established using protective fencing enclosing an area with a radius 1.5 times the distance from the trunk. to the dripline. Within this protective buffer, no grading, trenching, fill, or vegetation alteration of any kind shall be allowed. The RPZs shall be maintained after the completion of construction in order to continue to protect the oak trees, but the fencing shall be removed. _3. Fencing for areas other than residential areas shall be limited to a maximum of 5 wire strands. The lower strand shall be at least 16" above the ground and the upper strand shall be no higher than 48" above the ground. _4. Pay the required CSA 87 Traffic and Drainage Mitigation fee of $2,500. _5. Prior to any clearing, grading and/or construction in a Federal or State identified 100 year floodplain and/or streambed the following entitilements must be obtained: a California Fish and Game 1604 Streambed Alteration permit and an Army Corps 404 permit or exemption certificate. _6. Pay the current West Chico Fire Station Fee of $75. —7. Pay water tender fees in the amount of $200 to Battalion Number of the Butte County Fire Department. —8. Automatic fire suppression sprinkler systems shall be installed in all residential structures in accordance with the National Fire Protection Association Standard for the installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet Fire Department specifications, serves the parcel. —9. Obtain approval from the Department of Fish and Game for vegetation removal. Contact Fish & Game at 916-355-7010. 10. A traffic mitigation fee for each new or additional living unit shall be paid. Pay the amount of $750 as stated in the Oroville Area Traffic Mitigation Fee Agreement. Payment to be made to the Planning Division. 11. Provide information showing that proposed construction will mitigate exterior sound levels to a 45 dB interior level. 12. 13 14. K:\DOCUiMEiNTVLANNING\FORMS\BLDGCH4.FRM 3 APPP,O`,'ED Butte County Environmental Health Date Signature �h owN�Rt MR, 4.N1R5, t'� RAl.1A Ao�a�ss; 3�6 L�c�ts GT. oa-r 3-�2-aa pRAwN 13Y, YYI0 11,1.L T .APPROVED Develoment Plan BATE SEP 7 199? USE PERMIT -VAR AN E .✓ MINOR U.P. ADM.PERMIT_____ PLANNING COMMISS. DIRECTOR OF DEVELOPMENT SERVICES ALL STRUCTURES AND EQUIPMENT INCLUDINO OVERHANGS SHALL BE CLEAR OF ALCEASEMENTS. A SET BACK �iJ,� FROM �E SIDE AND � O' . FROM HE REAR PROF �;TY LINES A S� FT. PROM T E ROAD C - , i EFILINE SH. _ BE CLEAR' OF STRUCTUFs: ; AND EQUIPMENT ' CEPT FORA 2 FT .r� >IEOVER. " NG. e�< REVIEWED BY BUTTE CO. FIRE DEPT. CALIF. DEPT. of FORESTRY ❑ approved as submitted j approved with conditions Der attar d heet. L�/y� rM _L Ugnature Date 29 2 PzP00..&n./Z .ijArM des � o Er+Ge f —1 =s W 0 Ex�Si�Nq O V 0 _r n lot xec. dye eA4MT. 5� 5 so A•S.L. Lc.•r o,,P.4 L or !jex., \ JGI*c' Gou'7-Tr Of�CP - 2- r. t-(: TO&^ I,30'rzLtC- e CDF FIRE SAFE REQUIREMENTS zE, 1---' %,�_i�2�L-(4-1 19tc,D AP# PERMIT # NAME Under authority of PRC 4290, the following checked items are required by -the Butte County..Fire Department and are made a part of this permit. These requirements are minimums and will be"superseded by Butte County local regulations which equal or exceed these standards. Field inspections will be made by the Butte County Building -Department for compliance. [�] 1272.00 Maintenance of Defensible Space. To ensure continued maintenance of properties in conformance with these standards and measures and to assure continued avail- ability, access and utilization of the defensible space provided for in these standards, annual maintenance must be provide for by the land owner. Driveway Standards 1273.02 Surface: All driveway surfaces and structures (bridges, 1273.07 culverts and other appurtenant structures which supple- ment the roadway bed or shoulders) shall provide unob- structed access to conventional drive vehicles, includ- ing sedans and fire apparatus weighing up to 40,000 pounds. [p 1273.03 'G rade. Not -to exceed 16 percent unless paved. 1273.04 Driveway Radius [�] 1. No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional sur- face width of 4 feet shall be added to curves of 50- 100 feet radius; 2- feet to those from 100-200 feet [�] 2. The length of vertical curves in roadways exclusive of gutters, ditches and drainage structures designed to hold or divert water shall be not less than 100 feet. 1273.05 Turnarounds. If required, will have a minimum turning radius of 40 -feet from the center of the road. 1273.05 Turnouts. Shall be a minimum of 10 feet wide and 30 feet long with a minimum 25 foot taper on each end. [�] 1270.10 Width. All driveways shall provide a minimum 10 foot traffic lane and unobstructed vertical clearance of 15 feet along its entire length. Page 1 of .3--. 2-0 AP # PERMIT # NAME 1273.10 Turnouts. Driveways exceeding 150 feet in length, but less than 800.feet in length, shall provide a turnout near the midpoint of the driveway. Where a driveway exceeds 800 feet, turnouts shall be provided'no more than 400 feet apart. [XI 1273.10 Turnaround. A turnaround shall be provided at all building sites on driveways over 300 feet in length and shall be within 50 feet of the building. 1273.11 Gates [ 1.' Gate entrances shall be at least two feet wider than the roadway it serves. -2. The gates must be located at least 30 feet from the roadway and shall open to allow a vehicle to stop without obstructing traffic on that roadway. [ ] 3. Where a one-way road with a single traffic lane provides entrance, a 50 foot turning radius shall be used. Fuel Modification 1276.01 Setback for Structure Defensible Space. [ ] 1. All parcels 1 acre azzd larger shall provide a mini- mum 30 foot setback for buildings and accessory buildings from ul] property lines and -/or the center of the road. [�] 2. For parcels less than 1 acre, local jurisdiction shall provide for the same practical effect. See Other Requirements below. [�(] 1276.02 Disposal of Vegetation and Fuels. Disposal, including chipping, burying, burning or removal to a landfill site approved by the local jurisdiction, of flammable vegetation and fuels caused by site development and construction, road and driveway construction and fuel modification shall be completed prior to completion of road construction �r fi_ial inspection of a building permit. Page 2 of 3 AP # PERMIT # NAME Other Requirements [ ] if Building Setback is 15 to 30 Feet: - Class A or B roof - Enclosed eaves [p(] If Building Setback is Less Than 15 Feet Choose any.3 of the following: - Metal or no doors on.side-toward property line with insuffi= cient setback - Class A or B roof with enclosed eaves - Interior automatic sprinkler system per NFPA 13D - Glass area not to exceed 0% of wall area toward property line with insufficient setback -.Siding from the following list: Stucco - 3 coat Hardi-Board or Plank Masonry Masonry veneer Metal Other Butte County Fire Department approved materials Date Signature Page 3 of 3 CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R Project Title.......... PETRALIA RESIDENCE Date..11/08/99 16:27:12 Project Address........ 13602 LUCAS COURT ******* PARADISE PINES *v5.00* qq-ZQ2--_5 Documentation Author... GARY HAWKINS ******* Buing Permi # Gary Hawkins Architect ff M- � PO Box 1177 Plan Check / Date Chico, CA 95927 530-892-2700 Field Check/ Date Climate Zone........... 11 Compliance Method...... MICROPASS v5.00 for 1999 Standards by Enercomp, Inc. MICROPAS5 v5.00 File-PETRALIA Wth-CTZ11S92 Program -FORM CF -1R User#-MP0666 User -Gary Hawkins Architect Run -PLAN 1739 GENERAL INFORMATION Conditioned Floor Area..... Building Type .............. Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Stories.......... Floor Construction Type.... Glazing Percentage......... Average Glazing U -value.... Average Glazing SHGC....... 1739 sf Single Family Detached New Front Facing 270 deg (W) 1 2 Raised Floor 18.3 a of floor area 0.58 Btu/hr-sf-F 0.65 BUILDING SHELL INSULATION Component Frame Cavity Sheathing Total Assembly Type Type R -value R -value R -value U -value Location/Comments Wall Wood R-15 R-0 R-15 0.081 FRONT, ATTIC FRONTLEFT, FRONTRIGHT LEFT, BACKLEFT, BACK RIGHT Door n/a R-0 R-n/a R-0 0.330 FRONT Roof Wood R-11 R-27 R-38 0.025 ATTIC Floor Wood R-19 R-0 R-19 0.037 CRAWL FENESTRATION Over - Area U- Interior Exterior hang/ Orientation (sf) Value SHGC Shading Shading Fins Window Front (W) 20.0 0.600 0.650 Standard Standard Yes Window Front (W) 10.0 0.570 0.670 Standard Standard Yes Window Front (W) 10.5 0.600 0.650 Standard Standard Yes Window Front (W) 24.0 0.600 0.650 Standard Standard None Window Front (NW) 8.0 0.600 0.650 Standard Standard Yes Door Left (NW) 18.0 0.550 0.650 Standard Standard Yes Window Right (SW) 8.0 0.600 0.650 Standard Standard Yes Door Left (N) 60.0 0.550 0.650 Standard Standard Yes Window Back (NE) 25.0 0.600 0.650 Standard Standard Yes Door Back (E) 33.4 0.550 0.650 Standard Standard Yes Window Back (E) 20.0 0.600 0.650 Standard StaAdardE CQUNIYes Door Back (E) 20.0 0.550 0.650 Standard Standard None Window Back (E) 20.0 0.600 0 .650 Standard Stand �d DEPAR"rNone- Window Back (E) 6.0 0.600 0.650 Standard Standard des r"ROVE in CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R Project Title.......... PETRALIA RESIDENCE Date..11/08/99 16:27:12 MICROPAS5 v5.00 File-PETRALIA Wth-CTZ11S92 Program -FORM CF -1R User#-MP0666 User -Gary Hawkins Architect Run -PLAN 1739 Equipment Type Gas AirCond Tank Type Storage FENESTRATION U- Interior Value SHGC Shading 0.600 0.650 Standard 0.600 0.650 Standard 0.600 0.650 Standard 0.940 0.730 None HVAC SYSTEMS Exterior Shading Standard Standard Standard None Over- hang/ Fins Yes None None None Minimum Duct Area Orientation _(sf) Window Right (S) 12.0 Window Right (S) 12.0 Window Right (S) 10.0 Skylight Horz 1.0 Equipment Type Gas AirCond Tank Type Storage FENESTRATION U- Interior Value SHGC Shading 0.600 0.650 Standard 0.600 0.650 Standard 0.600 0.650 Standard 0.940 0.730 None HVAC SYSTEMS Exterior Shading Standard Standard Standard None Over- hang/ Fins Yes None None None Minimum Duct Duct Tested Duct ACCA Thermostat Efficiency Location R -value Leakage Manual D Type 0.900 AFUE Attic R-4.2 No No Setback 10.00 SEER Attic R-4.2 No No Setback WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Heater Type Distribution Type System Factor (gal) R -value Gas Standard 1 0.60 50 R- n/a REMARKS . N V CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R Project Title.......... PETRALIA RESIDENCE Date..11/08/99 16:27:12 MICROPAS5 v5.00 File-PETRALIA Wth-CTZ11S92 Program -FORM CF -1R User#-MP0666 User -Gary Hawkins Architect Run -PLAN 1739 COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title -24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features Modeling Assumptions section. DESIGNER or OWNER Name.... THOMAS W. NORLIE Name.... Company. Company. Address. 569 E. 18 ST. Address. CHICO, CA. 95928 Phone... 530-89 7287 Phone... License. C-206 Signed.. Signed. (date) ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed.. (date) DOCUMENTATION AUTHOR GARY HAWKINS Gary Hawkins Architect PO Box 1177 Chico, CA 95927 53 -892-2700 (date) Ji T"T E COUNI N MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 1 MF -1R Project Title.......... PETRALIA RESIDENCE Date..11/08/99 16:27:12 Project Address........ 13602 LUCAS COURT ******* Documentation Author. Climate Zone..... Compliance Method PARADISE PINES *v5.00* GARY HAWKINS ******* Gary Hawkins Architect PO Box 1177 Chico, CA 95927 530-892-2700 11 Building Permit # Plan Check / Date Field Check/ Date ... MICROPASS v5.00 for 1999 Standards by Enercomp, Inc. MICROPAS5 v5.00 File-PETRALIA Wth-CTZ11S92 Program -FORM MF -1R User#-MP0666 User -Gary Hawkins Architect Run -PLAN 1739 Note: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES Design- Enforce- er ment *150(a): Minimum R-19 ceiling insulation. 150(b): Loose fill insulation manufacturer's labeled R -Value. *150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U -value in metal frame walls (does not apply to exterior mass walls). *150(d): Minimum R-13'raised floor insulation in framed floors. 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(g): 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 uUTTE CQUNI b. Outside air intake with damper and control c. Flue damper and control +. ;, 31LDI G DEPARTIM&E �- 2. No continuous burning gas pilots allowed. _ VEn MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 2 MF -1R Project Title........... PETRALIA RESIDENCE Date..11/08/99 16:27:12 MICROPAS5 v5.00 File-PETRALIA Wth-CTZ11S92 Program -FORM MF -1R User#-MP0666 User -Gary Hawkins Architect Run -PLAN 1739 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 ACCA. 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. 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) �.L i�-DING DEPArfT, R4" MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 3 •MF-1R Project Title.......... PETRALIA RESIDENCE Date..11/08/99 16:27:12 MICROPAS5 v5.00 File-PETRALIA Wth-CTZ11S92 Program -FORM MF -1R User#-MP0666 User -Gary Hawkins Architect Run -PLAN 1739 LIGHTING.MEASURES Design- Enforce- er ment 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. �� COMPUTER METHOD SUMMARY Page 1 C -2R Project Title.......... PETRALIA RESIDENCE Date..11/08/99 16:27:12 Pt Add 2 ******* ro�ec ess........ 1360 L rUCAS COURT. PARADISE PINES *v5.00* Documentation Author... GARY HAWKINS ******* Building Permit # Gary Hawkins Architect PO Box 1177 Plan Check / Date Chico, CA .95927 530-892-2700 Field Check/ Date Climate Zone........... 11 Compliance Method...... MICROPASS v5.00 for 1999 Standards by Enercomp, Inc. MICROPAS5 v5.00• File-PETRALIA Wth-CTZ11S92 Program -FORM C -2R User#-MP0666 User -Gary Hawkins Architect Run -PLAN 1739 Energy Use (kBtu/sf-yr) MICROPAS5 ENERGY USE SUMMARY Standard Design Proposed Compliance Design Margin Space Heating.......... 17.23 15.89 1.34 Space Cooling.......... 16.07 17.24 -1.17 Water Heating .......... 14.26 12.41 1.85 Total 47.56 45.54 2.02 *** 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..... 1739 sf Single Family Detached New Front Facing 270 deg (W) 1 2 ReducedYear Raised Floor 1 15770 cf 0 sf 18.3 % of floor area 0.58 Btu/hr-sf-F 0.65 9.1 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 1739 15770 1.00 Yes Setback 8.0 Standard No T-1 E Goui.! i GILDING DEPARTMERN'; MOVE COMPUTER METHOD SUMMARY Page 2 C -2R Project Title.......... PETRALIA RESIDENCE Date..11/08/99 16:27:12 MICROPAS5 v5.00 File-PETRALIA Wth-CTZ11S92 Program -FORM C -2R User#-MP0666 User -Gary Hawkins Architect Run -PLAN 1739 OPAQUE SURFACES Area U- Insul Act Solar Form 3 Location/ Surface (sf). value R-val Azm Tilt Gains Reference Comments HOUSE 1 Wall 268 0.081 15 270 90 Yes W.15.2X4.16 FRONT 2 Wall 111 0.081 15 270 90 No W.15.2X4.16 ATTIC 3 Door 20 0.330 0 270 90 Yes None FRONT 4 Wall 16 0.081 15 315 90 Yes W.15.2X4.16 FRONTLEFT 5 Wall 162 0.081 15 319 90 Yes W.15.2X4.16 FRONTLEFT 6 Wall 16 0.081 15 225 90 Yes W.15.2X4.16 FRONTRIGHT 7 Wall 190 0.081 15 0 90 Yes W.15.2X4.16 LEFT 8 Wall 103 0.081 15 0 90 No W.15.2X4.16 ATTIC 9 Wall 125 0.081 15 49 90 Yes W.15.2X4.16 BACKLEFT 10 Wall 396 0.081 15 90 90 Yes W.15.2X4.16 BACK 11 Wall 424 0.081 15 180 90 Yes W.15.2X4.16 RIGHT 12 Wall 132 0.081 15 180 90 No W.15.2X4.16 ATTIC 13 Roof 1359. 0.025 38 n/a 0 Yes R.38.2X4.24 ATTIC 14 Floor 1360 0.037 19 n/a 0 No FC.19.2X8.16 CRAWL FENESTRATION SURFACES Area U- Act Exterior Shade Interior Shade Orientation (sf) Value SHGC- Azm Tilt Type/SHGC Type/SHGC HOUSE 1 Window Front (W) 20.0 0.600 0.650 270 90 Standard/0.76 Standard/0.68 2 Window Front (W) 10.0 0.570 0.670 270 90 Standard/0.76 Standard/0.68 3 Window Front (W) 10.5 0.600 0.650 270 90 Standard/0.76 Standard/0.68 4 Window Front (W) 24.0 0.600 0.650 270 90 Standard/0.76 Standard/0.68 5 Window Front (NW) 8.0 0.600 0.650 315 90 Standard/0.76 Standard/0.68 6 Door Left (NW) 18.0 0.550 0.650 319 90 Standard/0.76 Standard/0.68 7 Window Right (SW) 8.0 0.600 0.650 225 90 Standard/0.76 Standard/0.68 8 Door Left (N) 60.0 0.550 0.650 0 90 Standard/0.76 Standard/0.68 9 Window Back (NE) 25.0 0.600 0.650 49 90 Standard/0.76 Standard/0.68 10 Door Back (E) 33.4 0.550 0.650 90 90 Standard/0.76 Standard/0.68 11 Window Back (E) 20.0 0.600 0.650 90 90 Standard/0.76 Standard/0.68 12 Door Back '(E) 20.00.550 0.650 90 90 Standard/0.76 Standard/0.68 13 Window Back (E) 20.0 0.600 0.650 90 90 Standard/0.76 Standard/0.68 14 Window Back (E) 6.0 0.600 0.650 90 90 Standard/0.76 Standard/0.68 15 Window Right (S) 12.0 0.600 0.650 180 90 Standard/0.76 Standard/0.68 16 Window Right (S) 12.0 0.600 0.650 180 90 Standard/0.76 Standard/0.68 17 Window Right (S) 10.0 0.600 0.650 180 90 Standard/0.76 Standard/0.68 18 Skylight Horz 1.0 0.940 0.730 270 0 None/1 None/1 OVERHANGS AND SIDE FINS Window- Overhang Left Fin Right Fin - Area Left Rght Surface (sf) Wdth Hgth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth Hght HOUSE 40 -FTE COUNT T 1 Window 20.0 n/a 4 8 1 n/a n/a n/a n/a n/a n/a n/a n/a 2 Window 10.0 n/a 4 6 1 n/a n/a n/a 3 Window 10.5 n/a 3.5 8 1 n/a n/a n/a n/a n/a n/a n/a n/a APRn COMPUTER METHOD SUMMARY Page 3 C -2R Project Title.......... PETRALIA RESIDENCE Date..11/08/99 16:27:12 MICROPAS5 v5.00 File-PETRALIA Wth-CTZ11S92 Program -FORM C -2R , User#-MP0666 User -Gary Hawkins Architect Run -PLAN 1739 Surface 5 Window 6 Door 7 Window 8 Door 9 Window 10 Door 11 Window 14 Window 15 Window OVERHANGS AND SIDE FINS HVAC SYSTEMS Left Fin— —Right.-Fin— Dpth Right FinDpth Hght Ekt Dpth Hght n/a Window— Overhang n/a n/a Area n/a n/a n/a r Left Rght n/a (sf) Wdth Hgth Dpth Hght Ext Ext Ext 8.0 n/a 4 8 1 n/a n/a n/a 18.0 n/a 6.67 10 1 n/a n/a n/a 8.0 n/a 4 8 1 n/a n/a n/a 60.0 n/a 6.67 2 1 n/a n/a n/a 25.0 n/a 5" 2 1 n/a n/a n/a 33.4 n/a 6.67 2_ 1 n/a n/a n/a 20.0 n/a 4 2 1 n/a n/a n/a 6.0 n/a 2 2 1 n/a n/a n/a 12.0 n/a 6 2 1 n/a n/a n/a HVAC SYSTEMS Left Fin— —Right.-Fin— Dpth Right FinDpth Hght Ekt Dpth Hght n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a -n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a '� TTE ".-";")UN F '1 HL LiV 15 Minimum Duct Duct Tested Duct ACOA Duct System Type Efficiency Location R -value Leakage Manual D Eff HOUSE Gas 0.900 AFUE Attic R-4.2 No No 0.767 AirCond 10.00 SEER Attic R-4.2 No No 0.669 WATER HEATING SYSTEMS Number Tank External Tank Type Heater Type Distribution Type in System Energy Factor Size (gal) Insulation R -value 1 Storage Gas Standard 1 0.60 50 R- n/a REMARKS '� TTE ".-";")UN F '1 HL LiV 15 HVAC SIZING Page 1 HVAC Project Title.......... PETRALIA RESIDENCE Date..11/08/99 16:27:12 Pro'ect Addr13602 LUCA S CO ******* ess........ URT PARADISE PINES *v5.00* Documentation Author... GARY HAWKINS ******* Building Permit # Gary Hawkins Architect PO Box 1177 Plan Check / Date Chico, CA 95927 530-892-2700 Field Check/ Date Climate Zone........... 11 Compliance Method...... MICROPAS5 v5.00 for 1999 Standards by Enercomp, Inc. MICROPASS v5.00 File-PETRALIA Wth-CTZ11S92 Program -HVAC SIZING User#-MP0666 User -Gary Hawkins Architect Run -PLAN 1739 GENERAL INFORMATION Floor Area. .............. 1739 sf Volume...... ............... 15770 cf Front Orientation.......... Front Facing 270 deg (W) Sizing Location............ MAGALIA Latitude ... ...... ........ 39.8 degrees Winter Outside Design...... 18 F Winter Inside Design....... 70 F Summer Outside Design...... 94 F Summer Inside Design....... 78 F Summer Range ............... 35 F Interior Shading Used...... No Exterior Shading Used...... No Overhang Shading Used...... No Latent Load Fraction....... 0.20 HEATING AND COOLING LOAD SUMMARY Sensible Load .................... 39330 25837 Latent Load ...................... ............... n/a 5167 Minimum Total Load 39330 31005 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, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designers responsibility to consider all factors when selecting the HVAC equipment. JUTiE COUN1 i ; • - 38LDING ®EPAR EDW Heating Cooling Description (Btuh) (Btuh) Opaque Conduction and Solar...... 12920 3336 Glazing Conduction ............... 9579 2947 Glazing Solar .................... n/a 13247 Infiltration ..................... 13255 1858 Internal Gain .................... n/a 2100 Ducts ............................ 3575 2349 Sensible Load .................... 39330 25837 Latent Load ...................... ............... n/a 5167 Minimum Total Load 39330 31005 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, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designers responsibility to consider all factors when selecting the HVAC equipment. JUTiE COUN1 i ; • - 38LDING ®EPAR EDW LONGFELLow LUMBER CO. ■ 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: L- LA C -a <' GT, AP#: INC* f Job No: Alpine Engineered Products, Inc. Christian W. Chappell 8351 Rovana Circle Sacramento, CA 95828-2522 (916) 387-0116 APPROVED• Timber Products Ins c N. P.O. Box 20455 i�1-'oE��� Portland, OR 97220 APPROVED (503) 254-0204 /', _ 2D 2 3 LONGFELLOW LUMBER CO. INC. Quality Truss Design - Roof & Floor Systems (800) 678-0112 (530) 893-0112 - FAX (530) 893-0140 M 89 Loren Avenue Chico, CA 95928-7434 Important Information for Users. of Wood Trusses Longfellow's goal is to supply superior quality trusses. Sensible truss designs, the best available lumber and exacting workmanship are the key ingredients of our quality control program. (Once trusses arrive at the job site, quality control becomes the responsibility of the builder.) For best results we suggest; DO'S DON'TS ❑ Do review your field copy of truss engineering for important bracing, ❑ Do Not cut, notch or drill chords or webs of trusses. bearing and connection details. (Exceptions will be clearly marked on engineered drawings.) ❑ Do review the HIB -91 Summary Sheet's recommendations for ❑ Do Not cut or remove plates. 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 inspect trusses for missing plates or broken lumber. Report defects to Longfellow immediately. ❑ Do secure tails with fascia board. In recent years, the production of lumber from second -growth timber has resulted in an increased tendency for unrestrained tails to twist. We recommend a sub -fascia be installed behind gutters. ❑ Do call Longfellow if you have questions or need additional information. ❑ Do Not overload single or groups of trusses with plywood, roofing, tools or other construction materials. ❑ Do Not make field repairs without written approval from Longfellow Lumber Co. ❑ Do Not load HVAC units, solar equipment,. fire sprinklers, etc. on trusses unless truss engineering has been designed to accomodate the specific point loads. BEFORE. INSTALLING: Make certain truss sequence and end -for -end orientation are correct. F4 c cA N GAB: T 0111► OT I A I I S IRf)1f10ACK (NAIL 111 LEMER 12' O.C. 1 (BRACED Al 55' D.C.1 -� A35 LEDGER (HAIL . 113(K) 10 VERTICAL Y/2- I OJ IIA IL i) GAIL --Id 1 K 1 SPAC Illi FOR 113 a 56.0' 0. C. REFER TO SUPSON CAIALOG C-9411-1 FIR PRUMC1 ATIACIIIEHT SPECIFTCAl10H (ATTACII A35 III FI OIRECIIIN IPI! (11)1 1-1 -,)di,�s, "", BTP. SIP.OI OACKPBRACE12 � (S) TIUS PWG PRIPAR(u (null CUIIPUIIn IIIPUI (10"S E u111111SIUI1S) SINiHIIIIN If INUSS HIR. RFff- HAIERIAL � (IITLODKER //� / GAELE END 2X6 IAG[YIAI /�15 2X LEDf,ER I [(11lYkJ 1RIISSES SIRDIIGBACK dj BRACED AT 55' O.C. (C) 1X4 COHIIIIIDIIS LATERAL BRACING FOR BRACE I SIROHGOACK I HLMER LONGER TIIAII 721. AITACII AT HIOPOIFII OF EACII GRACE /2-Od CCDHHOII HAILS. 24' HAX �, / GA(ILE ElD (111 ]�✓ 6'O.0 a / HAX �a Ol1TL0OKER (SI)` TIN) IPI ) PEAK PLATE ID MATCH COMM TRUSSES. fI)lE, CIIIMS TO BE 2X4 FIR-LARCII 12 Hill. ( SI I SPLICE PLATE ID HATCH CQYIOH TRUSSES. HOIEI THIS DETAIL HAY BE USED FOR (III 1:EEL PLATE 10 HAICII COIYCN IRUSSES. MISSES WITH PITCIIEO D.C. ALSO. (0) OP11011 In WEB FLATIM; USE (31-2' WE STAPLES 6.672 0IA./15 GA.) IODIA1LE0 Ii IRU CInRO 11110 VER HIM WEB 11110 CIIIRO 01 ONE FACE FIR A MIX OF 6 STAPLES. (PI 1. 1 SI ) L (III) MUST BE PLAIED. IG) GABLE Ell) CIESIUI BASED 41 75HPI1 111110 LOAD EXPHSIIRE '0' AT 0-25 FT I¢AII PLATE HAX, VER LENGIII 1X3► 2-R-0 2X4• B-1-0 3X4• 13-6-0 IEMH. PLT TYP. Wave TPI.95 R Design CrlLerin: TPI -95( Q Q Q "WAIN110- I:YSS(S Af0111RI ITI&IME CAI[ 11 fA111CA1101. NAID1110. SNI►►INO, INSTALLING AND I1lCINi. Hill& 10 111 .01 (NA9011N0 IKSIALII94 AND INACIN01, ►Y:IISVIO :T IFI (IADSS ?LAI[ Q Q _INS111:1(. {1I 0•oNof lO 01., fYllt [:o, MADIf01, YI {SII:►, M SA/IIT PAACIIC[S ►8101 10 /INTO&MI:O 11(3[ fYACIIOIS. I11ISt OIAI:YIf[ IAOI'A".. 101 CHORD fNAll NAI[ fAOP(AlT AIIACAJO Q Q S1IYC10AAl 1AN(IS. :011011 CNOAD AMAI1 RARE A FAMILY AIIACMIV 11010 CI911:0. `SIM►OIIAMI`• FYRNIf1 A COPT Of IVIS VISION 10 IY[ IISIAttAtION COAIAACIOA. A1►11( IA4I1[1410 Q ! 11����� ^ I&ODYCIS. (:C, /YAII 1::,:%11 l/0A{IIIE ►ON AAY 01►IAIION INCH 1111 0111091 ANY fAIIYA( IO -1 l --.S 1:11/ (Yt IHYff(f I1 AICI YIIN I", OH fA:11CA11N0. NA:11,11, fMl►IINO• IISIAll A110A ON I1AC UI of 1&Y1f(:. IYIf DESIGN COAf0AM1 11111 A//I ICAII( ►IOIISION{ Of NOR IIA'IQ :AI DI110■ {1101( :CAI TOA ►YNl IfA10 If I1( AN(&ICA9 10&lfl AND ►AI(H Af fOC HAI IDI) AAp I/1. A111:( TRU S S CONN(C10&R ANI NAD[ Of :DOA ASIM AR{1 D&17 OAU. 31([l, 11CM AS N01(O. AP►lT CONNIC10&1 10 (---� (ACI fAC( Of IIYf I. AND YAl(RR 011(AYI IT IOCAI(D ON I11S OISION, ►ofllloN C01MIC10AS ►I/ I-1 rn r_� oAAY11Sf ISO, 110 AND 1[0 A•f. A9 (:0111 (8•f IEAI 01 1111 DIAVINO A►flus OYIT 10 INI VISION _ 0/ INI IANff Df IIt IID N(&( AIO S11AJI 101 It AMID UPON 11 ANY 0111(l MAT. 6 - IBJ COIPOI( BLDCK HAILS \ — .. /_ 3-IDd / HAILS EACII EIII OUTLOOKER CR[TERIA 3.5' HAX. 1'rP. 1111011 a 24' O.C. 1.5' HAX. 12' Hill 24' HAX 2X4 F.L. LtSiOER GRADES HAX. LENGTH YITIICIIT BRAC NIG (11) MAX. LEIKT[r- Yi STR01160ACK BRACE IS I STAIVARD 5-11-0 11-10 0 r Al 7-0-0 15-6-0 11 L BETIEP, 7-9-0 15-6-0 'SS 7-9-0 15-6-0 O Ips TC LL 30.0 PSF LIEF 0992 '04 � yc TC OL 15.0 IISF HATE 03/19/90 OC OL PSF ORW 00112 A OC LL 0.0 PSF * TOT.LD. 50.0 PSF SEAN - 25450 011R. FAC. 1.15 FROH POC SPACING r:� IauSS RRA(Io(;1llIm'KIII(; of IAII 11115 111rf. 1'UPA11[I) FRUIT CUlll'lll[It IIII-III ([UAVs 6 III It[ IIS IOTIS) SUB,1111(U BY IRUSS IIF R. t . 1RUGS IIRACIHG/OLOCKING VCTA1L (AT SU'UIT) NOTE: BRACING DESIGNED TO STABILIZE TRUSSES, AND HAS NOT BEEN DESIGNED TO RESIST LATERAL SHEAR LOADS. `— (A) 2X4 13 IIEW-FIR OR BETTER CON MAJOUS LATERAL BRACING TO BE EQUALLY SPACED. ATTACII WI111 (2)•16d NAILS. BRACING MATERIAL TO BE SUPPLIED AND ATTACKED AT 00111 ENBS 10 A SUITABLE SUPPORT BY ERECTION CONTRACTOR. (N) 1[EIGIIT OF TRUSS AT SUPPORT. 1 'TNG SECTION S -S - TRUSS f (0) 2X4 II.F. 13 OR BETTER DIAGONAL BRACE. APPLY 111 PAIRS AT 16-0-0 (T) -TRUSSES. O.C. ATTACII 10 EACH OVERLAPPING TRUSS USING (2)-16d NAILS AS SII0WN BRACE MAY BE LOCATED ON EITHER FACE OF VERTICAL. (p) St(EATIIiNG APPLIED 70 TOP CIIOIIO. (L) LOADS AS INDICATED ON TRUSS DESIGN. (14) IF TRUSS HEIGHT A7 SUPPORT IS 10.0" OR LESS, DIAGO14ALS IIOT REQUIRED. 8 ■ APPROX. (OS). BLOCKING TO BOTTO14 CIU_`RD OVER SUPPORT, 45' II.F. 13 OR BETTER 2X SIZE OF DOTTOt4 CHORD. PLT TYP. Wave TPI -95 Design Criteria: TPI-95(STD 18.20 CA - 1 - R - 0 111141111MANGLING. SNIPPING.SEAT LOING AND ,1 AC119. G ROTORtoMIGNON( TNsut(tNG1Ilo IoAc.NcATO, lot1R 111OS. ILATE SSIO 115111111, 1113 DID►10 DA.. TC LL REF R421 • 3111( 100• N151SIN. TD QQOi ADN HALL PAACIIPER IUFOAMIIO IA[f( FINCIIOIf. Yq[fS OIN[RY f u0? ' CA CN Y AlOR 13( INDICATED. 10► [MONO $"111 NAf1 /AO►ORLT Al1ACNOD �� R l !11AVCIUAAI FAI(tf. TC DL DATE 1/12/94• •' Q 10110" CUOMO SNAIL NAT[ A FAOV(ALY 111ACN(D "1010 CIILING. O "IM/ORTANI•• F04111N A COPT OF IRIS DESIGN 10 IN( IASIAIlAI10I CONTRACTOR. y D C D L (L ) ALPINE ONOINEIA[0 FIODICIf, INC. SNAtt 101 11 I(SPON3111( FOR ANY DITIAIIOI FAOM IRIS OESIGN: ANY FAILURE 10 O 11110 TNI tAlfflf IN (OAFOAMANC( YIIN f11: OR FAIR ICAIIAC. NAAOL TIG. C73 LL • .ALINE fNll►IMO• IIS IAIIAI ION ON 1AACIAO 0/ 1•111Slf. IMIf DI GN CONFORMS AIIN APPLICA1l( FIOFISIONf OF NOS (NATIONAL DESIGN IJQ• 6'A ypi Z- -TRO �'uPS► IFICIFICl1101 FulusN(D If INt AMCAFCAN FOA131 AND VAPOR ASSOCIAt10Il AND Vol. WINE .A �. AS 93110. to (A(ICOII[flCIf0/A1Ntfft'ANDOF f11lIfS1AVE 01NIAN1SIfl G Alll.CNOT. CONI(CIORS 01111 TOT LD. DRW 3,048.634 O 0 O ON`INIfOICIPI PERAf 0lSIC"' POSITION f Oa 5 SEAT01 IMIf CAAVI G ONLY 10 1Nr0131O" lTrfOf CT��` DUR.FAC. CA -ENG CWC / OtA1N,Gltuff DIIRIID plot Sao SA411:O"tt. AFttIIS SPACING 'SEE ADOVE f C0103 Jab: DETAIL -92 ALTERNATE BRACING NOTE: SEE DRAWING DRININAL FOR LUMBER, PLATES. AND OTHER DATA NOT SHOWN HERE. iTRUSSES REQUIRE EXTREME CARE IN HANDLING, ERECTION AND -BRACING. REFER TO TPI HIB -91. SEE THIS DESIGN FOR ADDITIONAL SPECIAL PERMANENT BRACING AEOUIREMENTS. (UNLESS OTHERWISE INDICATED. TOP CHORD SHALL BE LATERALLY (BRACED WITH PROPERLY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD WITH PROPERLY ATTACHED CEILING. (A) 1X4 03 HEM—FIR OR BETTER CONTINUOUS LATERAL BRACING TO BE EQUALLY SPACED. ATTACH WITH (2) Sd NAILS. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY EAECTION CONTRACTOR, MANY OF THE BELOW MENTIONED BRA ING TYPES MAY BE SUBSIlTUTEON 2X4 'T' BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH 16d NAILS @ 4' O.C, BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. IX4 'L' BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH 16d NAILS @ 6' O.C. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. 2X4 'L' BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH 16d NAILS @ 4' O.C. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. SCAB BRACE SAME SIZE. GRADE AND LENGTH AS WEB MEMBER. ATTACH WITk 16d NAILS @ 4' O.C. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. SEE ORIGINAL DESIGN POR PRDPEA OEMENSION9 E — Rev o c'a 0 1=) cm o M#IMPORTANTHH"I""E ""I'amo P.7DuMq tic. WARNING'rr"'EsAEou'AE 1e1Ia=He "ASI SQA f� TC LL 90.0 PSF REF R992--42293 S10LL not BE: PESPa1151IM11 Fart Al IS HANDLIZ, 9AICtIDA US ��E. Fy cA OIt1111OS F1gM 11430 DISIWI OA (HESE i'ECIFICITIVIS on Alm 4PACI-a. SEE HM -93 o/ EPI. SEE THIS DESISD y TC DL 15.0 PSF DATE 061213/93 Ia FAILUE 10 WILD THE TPuss III Calvommars 01nt ovtes EII FPI. 101 A139FIaH0. SPIECl1l PESAWnO EDIAC111C PC 0 AArt1t tYAlcraAs IPE HARE at axA cavi. STEEL WCTI&D WN MIRFNE1nS. orate OtHE/M1Se IrGTTAtED• TOP t' PC OL 5J . 0 PSF DAN C0103' . E= AUS Ea 1 Equ►s As NOTED. ATPS E Ca11ECTONt 10 EAcs FACS or 01411{1 SWL1. Ee LATEAULLS IMPALED 111tH FPCFES_I�;D/39/5 RUMS Arm L1491 DnEA1ISE EDUKa 01 IHtS DISITx rOSIt1a1 AY AI14040 PE.woco 21GAtHIM IMDIICH CH011 63491 * BC LL 0.0 PSF —ENG FM, /E/ col4,191a s via IWAANgS M IEA s I6SA-F. DEstttl nA,a.Pos rlta rAaPE0.r AttALEO wvlo cE1Aun -- S(ETOT.LD. 550.0 PSF 1� colscm FaIPnIcanke PAOFISIO"s or vis s 1PI. In E06114as's "we (ewntr�APOAu trivan FatUE■ :o 111 `Naar. tuo Acv u Ivy eEl TO uval III Jolt oiEHwsrii �� asioi It nig 1ATD :, E.ECTId/ CkWIPA IOO11117 lel( dfiCAL1�0�� OUR. FAC . :. 15 - c_ -_I _j 0 1= o t:=) .__", - uuss nuc tlatlnlL TOS - tavE 11110191 DESECH SrI[Iry'ARal1 rat 0300 MISno[ttaN SPACINO 24.0' (RCPET-RIDGE CONST/PETRALIZ - T1) TOP CHORD 2x4 OF -L #1 c%i CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard N .-:TES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. W4X4 e THIS DWG PREPARED FROM COMPUTER INPUT (LOADS B DIMENSIONS) SUBMITTED BY TRUSS MFR. IN LIEU OF RIGID SHEATHING USE PURLINS TO.BRACE TC @ 24.00' OC, BC @ 72.00" OC, DEFLECTION MEETS L1240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. L,.2-0-0.lJ I W -o -off 5-8-13 5-3-3 1 5-3-3 5-8-13 7-5-14 7-0-5 1 7-5-14 11-0-0 I 11-0-0 J J 22-0-0 Over 2 Supports R=1194 W-3.5' R-1194 N-3.5' 8-0-0 -qr T� WILDING DEPART �P, P APR 0 V PLT TVP. Wave TPI -95\R Design Criteria: TPI STD --WARNING.-TRUSSES NEOBINC EYTREME CARE IA FANNICATION. NANDLTNG. LN EPPING. INS7AlLIR6 AND BRACING. NEPER TO MID -91 (HANDLING INSTALLING AND BRACING). PUBLISHED FORSAF BY TPI (TRUSS PLATE 587 D•ONOFRI0 DA.. SUITE 200. MADISON. 11 ST1191, f00. SAFETY PRACTICES PR100. TO w y La - i TC LL TC D L - IL - 30.0 PSF 10.0 PSF � 01 INSTITUTE. PERFORK114 THESE FUNCTIONS. UNLESS OTMERNISE INDICATED, TOP CHORD SHALL HATE PROPERLY AT ..--. STRUCTURAL IANEI S. NOITOM CROND SBALI MATE A PAOPE0.11 ATTACKED RIGID CElL1NG. A COPI OF THIS DESIGN TO TME INSTALLATION CONTRACTOR. ALPINE ENGINEER BC DL 7.0 PSF "IMPORTANT•• FURNISH PRODUCTS, INC. SMALL ROT BE RESPONSIBLE FOR ANY OEr1AT10A ►NOM TMIS OISIGN; AIV FAILURE TO BUILD TNI TRUSSES IN CalfORMARC[ KITH TPI; OR FABRICATING. HANDLING. SNIPPING. 1NSTALLING AND o. C 68006 Exp. 6.8&2002 BC 'L L 0.0 P S F �.j T F ALPINE A L P + N ` - BRACING OF TRUSSES. TMIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS Of RDS (NATIORAL DESIGN SPECIFICATION PUBLISHED B7 THE ANTAICAN FOREST AND PAPER ASSOCIATION) AID TPI. ALPINE Aug20 i 999 t * TOT L D 47 .0 P S F .=� ¢ CONNECTORS ARE MADE OF 20CA ASTM ASST GA40 $ALV. STEEL. INCEPT AS NOTED. APPLY CONNECTOR$ TO EACH FAC[ Of TRUSS, AND ON SS O7HENNISE LOCATED 01 TMIS DESIGN. POSITION CONNECTORS PE0. A-2. 7111 SEAL O1 THIS DRAWING 11DIC►T[S ACCEPTANCE OF PROFESSIONAL EAGIAFENIIS �p I%q� CIViL _�P . . DUR . FAC.' 1.15 ��Prod P SEngi a edP duct ONANtMGS l50 RESPONSIBIl1TY SURREY foR YtlE TRUSS COMvOYEAT OES[ON SHOW THE SUDAN IL TTY AND USE OF Ttl15 COMPONENT FOR ANY PAR1)COLAP BUILDING IS THE RESPONSIBILITY OF THE BUILDING OESIGNER. PEA AN $111"1-1995 SECTION I. gFr.A11 SPACING 24.0' Scale—.25'/Ft. REF R427--51701 DATE 08/20/99 DR W CAUSR427 99232065 CA -ENG AEB/GWH SEON - 12472 FROM SS (RCPET-RIDGE CONST/PETRALIZ - T2) roP CHORD 20 DF -L $i c-� CHORD 2x4 DF -L #1 � WEBS 2x4 DF -L Standard Ch I�AfES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3.' W4X4 Q THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE TC @ 24.00' OC, 8C @ 72.00. OC. . DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. LE2-o-off 142-0 O.J . 5-2-13 4-9-3 4-9-35-2-13 6.9-14 - 6-9-14 ( 10-0-0 i 10-0-0 20-0-0 Over 2 Supports J R-1100 W-3.5' R�1100 W-3.5" 8-0-0 rE WUM Y ILQ1NG ®EPA" R` -M¢ :I'`: r- ROVE ; �'CA Desi n Criteria: TPI STD M. - 1 - - R - Scale -.25"/Ft. PLT T O . Wave TPI -95 R --YARNI58•• TRBSSCS REQUIRE ERTNENE CARE IM FABRICATION. HARDLIR6. SNIPPING. INSTALLING AND w TC LL 30.0 PSF REF R427--51702 C71 CT BRAC IY6. REfEN TO MIB -91 (NANDLING IRSTALLING AND BRACING), PUMIS MED BY TPI (TRUSS PLATE INSTITUTE. SBS D'OYOFRIO Dl.. SONN, 200. MAOISON. VI 35719), f0A SAFETY PRACTICES PRIOR TO TC DL 1 0.0 PSF DATE 08/20199 CT PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL NAVE PROPERLY ATTACHED O STRUCTURAL PAREL3. FURNISNO11 A COPYOMALL Or TBISNAVE A DESIGNPTOPTHETATTACHED IN TALLATIONGCONTRACTOR- ALPINE IN6INEE..0 BC DL 1.0 PSF DRW CAUSR427 99232006 N IMPORTANT— PlODUCTS. INC. SMALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; AMY FAIIOIE TO BNILD TRC TRUSSES 19 CONfORMARCE NFTH TPI; OR FABRICATING, HANDLING. SHIPPING. STALLING AND No. C 58005 ERPbaO.2002 BC LL 0.0 PSF CA -ENG AEB/GWH C d � ALPINE BRACING of TRUSSES, iR if DESIGN CONFORRS WITH APPLICABLE PROVISIONS OF YDS (NATIONAL DESIGN SPECIFICATIOR PUNLISNEO BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALP 1tl1 * Aug20' 1 999 TOT.LD. 47.0 PSF SEON - 12474 Q CONNECTORS ANE MACE OF FOGA ASTM AM 6140 QALY STEEL. EXCEPT AS NOTED. APPLY CONNECTOlS TO EACH TACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PIR DRAYINGs LBO A•2. THE SEAL OR THIS CRANING INDICATES ACCEPTANCE Of PROFESSIONAL 10 IREERING THC SUITABILITY AND USE OF THIS �/� CIVIL- 9% DUR.FAC. 1.15 FROM SS Alpine Engi,d Pmdwt3, IOC. Alpine I RESPONSIBILITY SOLELY FOR THE TRUSS CONPONEMT OE SIGN S101N COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPORSIBIll1Y 0/ FMI BUILDING DESIGIE0., PEN SPACING 24.0 " .SRGBanento, CA 95929 ANSI/TPT 1.1995 SECTION 2. ;RCPET-RIDGE CONST/PETRALIL - T3 OP CHORD 20 OF -L #1ABet, N :HORD 2x4 DF -L #1 .b, WEBS 20 DF -L Standard LATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. 0 cn CA=) 0 z THIS DWG PREPARED FROM COMPUTER INPUT (LOADS S DIMENSIONS) SUBMITTED BY TRUSS MFR. IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE TC O 24.00' OC, BC 0 72.00' OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. W4X4 - �3 iX4 Iu 1 4-10-6 2-8-13 4-9'5 jU-F1 E CWNI s; 5-2-11 4 5 5 6-4-2 _ 6-9-11 10-0-0 I 7-7-3 K-1 ®EPARR Et • 17-7-3 Over 2 Supports 1 R-801 Am"AAR®b EP, R-1013 M=3.5" cl PLT TPP. Wave TPI -9D 4 5 R Desi n Criteria: TPI S. QA •HARMING" TRUSSES REOUTA[ ENTIEHE CAR! 19 FABRICATION. HANDLING, SHIPPING. 771 IRSTALlIN6 AND C7] BRACING. REFER TO HIO -91 (tlMOLlNO INSTALl1NG ARO BRACING). 53119 PUBLISHED 61 TPI (TRUSS PLATE W. INSTITUTE. S63 O'O11DfatO DR-- SUITE too. NApIfON, AT 6]119). FOR SAFETY (PROPERLY PRIOR YD ^' PERFO901KC THESE FUNCTIONS. UALESS OTHERWISE INDICATED, TOP CHORD SRALI RAYL PROPERLY ATTACHED S JRUCTORAI PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED ATGC[I1116. - CV --IMPORTANT-- FURNISH A COPY Of TRIS DESIGN TO THE INSTALLATION CO.COTRACTOR. ALPINE CRGiNEERED PRODUCTS, INC. SRALL NOT BE RISPONSIOLL FOR ANT DESTATION PRO" THIS DESIGN: ANY FAILURE TO 640-2002 5800 �,- ONILD TOE TRDSStS IN CONFORMANCE WITH TPI: OA FABRICATING. HANDLING. SNIPPING, INSTALLlU6 AND Ejqk � ALPINE OtACINO OF TRUSSES. TNti DISIGa CONFORMS WITH APPLICABLE PROVISIONS OF NDS (IUTIONAL D[SIGI * Aug 20 19 99 4. SP ECIFICA7ION PUBLISHED 0I TRE AMRICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECT0A3 ARE NAGE 0/ EO6A ASTM AGS] GNAO GAIT. STEEL. EICEPT AS NOT[D. APPLY CONRECTOItS TD EACH FACE Of TRUSS, AND UNLESS OTHERWISE IOCATED ON THIS DESIGA, POSITION CONNECTORS PER DRAPINGS 160 A•1. TRE SEAL ON TRIS DRAWINS INDICATES ACCEPTANCE OF PROFESSIONAL ENGINE [lIB6 �/ CM1- AESPONSIBIIiIi SOLELY FOR THE TRUSS CONPONENI DESIGN SHOWN. THE SUITABILITY AND USE Or THIS Alpine FAgj =Cd .�• COHPONtNI FOR ART PARTICULAR BUILDING IS THE RESPONSIBILITY 0► 711E BUIlDIN6 OESIGIEI, Pit QF samicalclato4 CA 95828 ANSI/7PI 1.1995 SECTION t. CA/-/11-/-/Ki- TC. TC LL 30.0 PSF TC DL 10.0 PSF BC DL 7.0 PSF BC LL 0.0 PSF TOT.LD. 47.0 PSF DUR.FAC. 1.15 SPACING 24.0' Scale—.375° Ft. REF R427--51703 DATE 08/20/99 DRW CAUSR427 99232007 CA -ENG AEB/GWH SEON - 17565 FROM SS (RC?ET-RIDGE CONST/PETRALIZ - T4) 'OP CHORD 2x4 DF -L #1&Bet. c6 CHORD 2x4 DF -L #1 NEBS 2x4 OF -L Standard LC, •pniES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE TC @ 24.00" OC, BC @ 72.00" OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. W4X4 5X4 0 L--2 - 0 5-0-0 5-0-0 -0-0 -n-n—n rrE COUNT 1 u u u - - 15-2-6 Over 2 Supports I r,QLOING DEPARTME - R-686 R-902 W-3.5" ca 0 'r Desi n Criteria: TPI(STD CA - 1 - - R - Scale =.375" Ft. PLT EYP. Wave TPI -95 R •-WARNING' • TRO SSSS AEOUIR[ [LTRENE CARE IN FABRICATION. HANDLING. SNIPPING. ].STALLING ANO �� W. TC LL 30.0 PSF REF R427--51104 O� 80. ACING. RIFER TD NIB•91 (BABDLItlG INSTALLING ALD BRACING). PUBLISHED AF OT TPI (ESOPs FLATS 6B3 D'ONOf0.10 010' SUITE E00. NADISOB. WI S3719). FOR SAFETY PRACTICES PRIOR TO TC DL 10.0 PSF DATE 08/20/99 I.fT1T07E. P ENFONNING THESE FUNCTIONS. UNLESS OTNENo S[ INDICATED. TOP CHORD SMALL .AVE PROPERLY ATTACHED BUTTON CHORD SHALL NAYS A PROPERLY ATTACHED 81610 CEILING. BC DL 7.0 PSF CAUSR427 99232008 C=:; STRUCTURAL PANELS. ••IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE EACIREIAED INC. SMALL NOT BE RESPONSIBLE 101 ANY DEVIATION FROM TNIS DESIGN; ANY FAII.RE TO No. 58005 'LL 0.0 PSF CA -ENG AE B / GWH cu PRODUCTS. BUILD THE TRUSSES IN CON►ORMABCE Ylip TDI: OR /A6RICATIN6. NANDlIN6. SNIPPING. INSTALLING AND WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN ENp.B-BO-Y009 BC A L P I NE BRACING a 7 USSES. THIS DESIGN CONFOANS PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE t Aug 20 1999 * TOT. LD. 47.0 PSF PEON = 17567 Q. SP[CIFICATIUN CONNECTORS AAE RADE OF LONA ASTM A6SS GR40 GALV. STEEL. 910EPT AS NOTED. APPLY CONNECTORS TD EACH FACE OF TRYSS. AND UNLESS DTHERYI SE LOCATED ON THIS DESIGN. POSITION CONNECTORS PLR DRAWINGS 160 A•l. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL EN61NEE0.IHG THIS ! C.IVIL '''ppp... D U R .FAC . 1.1 5 FROM S RESPOHSIB ILITT SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN THE SUITABILITY AND US[ OF BUILDING DESIGNER. ►EA ri11j SPACING 24.,0" Alp FA$�OCLD[1 COMPONENT FOB ART PARTICULAR BUILDINB IS THE RESPONSIBILITY OF THE _B samtmeaw. [:A AHSIITPI 1•I99S SECTION B. (R.CPET-RIOGE CONST/PETRALIZ - T5) OP CHORD 2x4 DF -L #]&Bet. c%�CHORO 2x4 DF -L #1 c'j WEBS 2x4 DF -L Standard co Ek,ES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. 0 ca 0 z THIS DUG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE TC @ 24.00' OC, BC @ 72.00' OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. W4X4= ;4 461 _V5 LI-2-0-0----j1� 5-0-0 5=0-0 2-9-9 'WTg E COUNT t 5-0-0 5-0 0 2-9-9 2-9-9 a I� 10-0-0 I —( LJIL.DING ®EPARTh9W ,,- I 12-9-9 Over 2 Supports R-792 Wa3.5' meq, R=571 PPri i ®VE14.., �3 o.. co - 0 Desi n Criteria: TPI STD CA - 1 - - R - Scale -.375"/Ft. PLT TYP. Wave TPI -MR ••YARNING•' TRUSSES IEOUIIE EATREME CARE IN FABRICATION. HARDLIYG. SHIPPING. IRSTALLIRI AND PRATE O w L TC LL 30.0 PSF REF R427--51705 QR BIUCIYG. 0.EFER TO N10.91 (HANDLING IRSTALLING AND BRACING). PUB LiStlED UT TFI (TRUSS SBD O.ONOFRIO DR.. SUITE 200. HAD, Y[ SD719). FOR SAFETY PRACTICES PRIOR TO 7 TC D L 1 0 . 0 PSF DATE 08/20/99 QA SIStITUIE. PE0.FORNLG THESE FUNtt10NS. UNLESS OTHERWISE IIDICATEO. TOP CHORD StlAll RASE PROPERLY ATTACHED PANELS. BOTTOM CHORD SHALL HAVE A PROPIRLT ATTACHED RIGID CEILIIG. BC DL 7.0 PSF D CAUSR427 99232009 p STRUCTURAL •-IMPORTANT•• FURNISH A COPT OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED IRC. SHALL NOT BE RESPONSIBLE FOR AlT DEVIATION FROM THIS DESIGN; ANT FAILURE TO ITA N C $BUDS 0.0 PSF CA -ENG AEB/GWH CV 1t000CTS. HANDLING. SNIPPING. INSTALLING AHD BUILD THE TRUSSES IN CORFOARARCE Y1TH TPI: OR 11 CONFORMS PITH APPLICABLE P40VISICIS OF NDS (NATIONAL DESIGN d,Pe40-2002 BC LL ctiBRACING OF TRUSSES. THIS DESIGN ALPINE PUOIISYED lV THE AHERICAA FOAEST AND PAPER ASSOCIATION) AND TF1. ALPINE * Aug 20 1999. * TOT.LD. 47.0 PSF SEON - 11569 Q Sf[CI/TCATION CORRECTORS ARE RABE OF t06A ASTM A: 3 G140 GALT STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE Of TRUSS. AND UNLESS OTREAVISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PEI ORAYIIGS ISO A•L. THE S[u ON TRIS DR►YIAC INDICATES ACCEPTANCE Of PROFESSIONAL INGIAFEl1YG %q' Civil. �,4• OUR. FAC. 1.15 FROM SS RES►U:SIBILITY SOIELT ►OR THE TRUSS COR➢ONENT DESIGN SNOYN. TML SDITABILIT AND USE Of iNIS DESIGNER. PER 'E(P�JpdL" SPACING 24.0" Alpme Eagiotut YEoducte.Ity~ COMPONENT FDA All PARTICULAR BUILDING IS THE RESPONSIBIL171 Of THE BUILDING SBCENIDcato. CA 9SB28 ANSI/TPI L•1993 SIC TION 2. - - - R.CPET-RIDGE CONST/PETRALI2 - TOP CHORD 2x4 DF -L #188et. OnT CHORD 2x4 DF -L #1 C"i WEBS 2x4 OF -L Standard :W3 2x6 OF -L #2: r F? TES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. 0 co co 0 z THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE TC @ 24.00' OC. BC @ 72.00. OC. DEFLECTION.MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. W1.5X4 O� A I � na.JAY V■ W2.5X4 0 w KMAU w . c� w - w 1­2-0-0—�-J 4-7-6 I 5-3 14 DI 5 4-7-6 5-9-6 10-4-12. Over 2 Supports i R-682 W-3.5 R-418 W-3.5" rs.. LT- , 0 PLT TYP. Wave TPI -95 R Design Criteria: TPI STD' [7) WARN No.. TIUSSES REOUIBE EXTREME CME IB FABRICATION, HANDLING. SHIFPING. INSTALLING AND Q) ONACIR6. REFER TO HIS -91 (HANDLING INSTALLING MD BRACING). PUBLISHED BY TPI (TRUSS PLATE O INSTITUTE. $BS D'ONOFRIO DR.. SUITE 200. MADISON. NS S3719). 101 SAItTY PRACTICES P110A TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICAIE0, TOP CHORD SHALL NAVE PROPERLY ATTACHED �--. STRUCTURAL PANELS. OOTTOM CHORD SMALL RAVE A PROPERLY ATfACIED RIGID CEILING. A=; -IMPORTANT" ►ORNISM A COPY OF TRIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED N PRODUCTS. INC. SMALL NOT OE RESPONSIBLE FOR ANY 0[11 ATION FROM THIS DESIGN; ABT FAf LURE TO BUILD THE TRNSSES IN CONFORMANCE VITA TPI; OB FABRICATING. BRIDLING. SNIPPING, INSTALLING AND c 5 A L P I N E BRACING Of TIUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS Of IDS (NATIONAL DESIGN .�- SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE -ca: CONNECTOIS ME HAVE Of 20GA ASTM A653 SR40 BALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS -TO EACH FACE Of TRUSS. AND ON OIBERWISE LOCATEO 01 THIS DESIGN. POSITION CONNECTORS PER DRAWINGS 160 A•1. THE SEAL OR THIS DRAWING INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERING Alpha Pmduca, IDA. RESPOISIBILITI SOLELY FOR THE TRUSS COMPONERI DESIGN SMOWR. THE SUITABILITY MO USE Of THIS P IIFOR ANSECTR79CULAR BUILDING IS THE 2ESi0BS161LTTY OF THE BUILDING DESIGNER. PER SeG�mtD,CA 95928 ASS I/TPI Nd. C: 58006 Exp, 820.2002 # Aug 20 1999 �U FT E COUN11 t aWILDING DEPAR Etta APPROVED GA/ -/1/-/-/K/' TC LL 30.0 PSF TC DL 10.O.PSF 8C DL 7.0 PSF BC LL 0.0 PSF TOT.LD. 47.0 PSF DUR.FAC. 1.15 SPACING 24.0' Scale—.375'/Ft. REF R4277-51706 DATE 06/20/99 D RW CAUSR427 99232010 CA -ENG AEB/GWH SEQN - 17571 FROM SS Df'DFT-RTARF CAMST 12 - T7 'OP CHORD 2x4 DF -L #1 c -A CHORD 2)(4 DF -L #1 WEBS W DF -L Standard 0 1LLAiES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. 0 0 co 0 z W1.5X4 IU THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE TC @ 24.00" OC, BC @ 72.00" OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. 5-0-4 E+ A_ C34 8-0-0 O.. 1a W2.5X4 w cw W2X4 (Al) z cti z w' w L<-2-0-0--�"j 0-1-12 .tea I_ 3-11-15 3-10-4 �---7-11-15 Over 2 Supports--� R-517 W-3.5" R-335 c I - " o -zj' PLT TYP. Wave TPI - Desi n Criteria: TPI STI 95 R p� _ "'NARNIIW� TRUSSEf IEOUIRE EXTREME CARE IN FABRICATION- tlANDLIN6, SHIPPING. INSTALLING AND C:73 GRACING. MINIS. TO RIO -91 (HANDLING INSTALLING AND BRACING), PUBLISHED B1 TPI (1RU35 PLAT[ C77 INSTITUTE. SOS D'ONOFRIO DN .. SNITE 200. MADISON. YI S]119). FOR SAFETY PRACTICES PRIOR TO PEAFOANING THESE FUNCTIONS.UNLEtS OTHERWISE INDICATED. TOP CHORD SRAM BY PROP EAIV ATTACHED . ~ STRUCTUAAI IAIEI S. 00170% CNORD SHALL HAVE A PROPEAIT ATTACHED RIGID CEILtNC. CV PAODRED UCiSANIYC. SNALLFURNISH MOTABEOIEf/01S78LE F�PY Of IRIS GNATIOM ANI TBET IATIONLFROM THISCONTDESIGN; AANYNEfAILUAEET0 OU1L0 .TY[ TRUSSES IR CONFORNARCL WITH TPI: OR FA091 CATERS, HANDLING, SNIPPING. INSTALLING ARD � A L P I N E NACINR Of TRUSSES. THIS D[SIOM CONFORMS WITH ►PPl1CAelt PROVISIONS Of NDS (MATIOMAI DESIGN SIECIFICATIOI PUOLISMEO BT TOUE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE ¢ CORNECTORS AAL NAGE Of 10GA ASTM A653 GRAB CALIF. STEEL. EXCEPT AS NOTED. APPLY CONNECTOMS TO EACH FACE Of TRUSS. AND UNLESS OTHERWISE LOCATED 61 THIS DESIGN, POSITION CONNECIOAS PER DRAY INft 110 A•I. Tat SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIORAL ENGINEERING IAC��,,.,,��,1 BESPONfIBII ITT SOLELY FOR THE TRUSS COMPONENT OESI6R SHOWN. TYE SUITABIL ITT ANO USE Of Ttlt1 Q +IR&AC �^' b= COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY Of TRE BUILDING DESIGNER, PER SRamnm1c, LA 95828 ANSI/T►1 1.11195 SEC7104 I. - No. 6 56006 Exp 6.804002 Aug 20 1999 JUTTE COUNT t flOLDiNG DEPARTMEN vE CA/-/l/-/-/R/- TC LL 30.0 PSF TC DL 10.0 PSF BC DL 7.0 PSF BC LL 0.0 PSF TOT.LD. 47.0 PSF DUR.FAC. 1.15 SPACING 24.0° Scale -.315"/Ft. REF R427-=51707 DATE 08/20/99 DR W CAUSR427 99232011 CA -ENG AEB/GWH SEAN - 17573 FROM SS' (RCPET-RIDGE CONST/PETRALIZ - T8) FOP CHORD 2X4 DF -L $1 '65 CHORD 2x4 DF -L #1 Qj WEBS 2x4 DF -L Standard CSA -;;ES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. C=) m Co 0 z W1.5X4 W 3-7-7 H U Ca . O oma. -0-0 ca W1.5X4 UI w w W2X4(A1) E� w z c z w C -3 L* -2-0-0--'J _ —3 -5-6 0-1-12 6 - I �-5-7-2 Over 2 Supports---� R-476 W-3.5' R-209 0 PLT TYP. Wave TPI -95 R Design Criteria: TPI STD C70 -YARNING-- TRUSSES 19OUIRE EXTREME CARE IW FABRICATION, MANGLING, SNIPPING, [RSTALLING AID CT BRACING. REFER TO 0I6•91 (HANDLING INSTALLING ANO BRACING), PUBLISHED BY TPI (TRUSS PLATE Q� IYSTIME. SB7 D'OIOfRIO DR .. SUITE 500. MADISON. Y( SX119), FON SAFETY P1ACY1 CfS PR100. TO ---, PERFORMING TNESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP COCAD SMALL NATE PROPERLY ATTACHED STRUCTURAL ►ARILS. BOTTOM CHORD SNALL RATE A PROPERLY ATTACNED RIGID CEILING. O --IMPORTANT-- FURNISH A COPY OF TNIS DESIGR TO THE INSTALLATION CONTRACTOR. ALP11[ ENGINEIREO CV PRODUCTS. NIC. SHALL NOT BE RESPONSIBLE FOR ANY CET IATIDN FROM THIS DESIGN: AIY FAILURE TO BUILD TBE TRUSfES LR COIFORMANC[ YIT1 TPI; Of FABRICATING. HANDLING. SHIPPING, INSTALLING AND ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PIOIISIONS OF NOS (NATIONAL DESIGN S►EC IFICAT 101 PUBLISHED B1 THE AMfNICAA FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE Q CONNECTORS A1[ MADE OF XOGA ASTM A655 GRAD GALT. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS DTIEINISE LOCATED On THIS DESIGN. POSITION CONNECTORS PER CRAVINGS 160 A•1. THE SEAL 01 THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RES 10 SIBILITT SOLELY FOR TNI TRUSS COMPONENT DESIGN $NOUN. THE SUITABILITY AND USE OF THIS A $B CA S82B -IIIC CON PONE IT f0R ANY PARTICULAR BUILDING IS TUE RESPONSIBILITY OF TOE BUILDIIG DESIGNER. PER A151FT►1 .•1985 SECTION 1. THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 9 DIMENSIONS) SUBMITTED BY TRUSS MFR. IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE TC @ 24.00' OC, 8C 0 12.00' OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. No. C 58005 Exp 640.2002 Aug 20 1999 Tg tJT-T� couto DEPA YT AQ`t'r: APP VE DO TC LL 30.0 PSF TC OL 10.0 PSF BC DL 7.0 PSF BC LL 0.0 PSF TOT.LD. 47.0 PSF DUR.FAC. 1.15 SPACING 24.0" Scale-.375'/Ft.. REF R427--51708 DATE 08/20/99 O R W CAUSR427 99232012 CA -ENG AEB/GWH SEON - 17575 FROM SS (RCPET-RIDGE CONST/PETRALIZ - T9 *nP CHORD 2x4 DF -L #1 c`*1J CHORD 2x4 OF -L $1 o WEBS 2x4 DF -L Standard ---,"ES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. W1.5X4 M W1.SX4 W W2X4(A1) - T 2-13-0 8-0-0 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE TC 0 24.00" OC, BC @ 72.00' OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. T� Lli-2-0-0-11 i 4 -3-1-3-��-12 ��� 3-2.15 Over 2 Support 5 I�Y PRS R-399 W-3.5' R-67 PLT 7YP. Wave TPI 95 R Design Criteria: TPI ST � -WARMING-- -MOSSES REOSTRE ESTREME WE IN FABRICATION, HANDLING. Stl1PPING. INSTALLING AND I0.ACIYG. REFER TO 1118.91 (HANOLING INSTALLING AND BRACING), PUBLISHED .BY TPI (TRUSS PLATE . 07 INSTITUTE. 583 0.ONOFR10 OR.. SUITE E00. M41SOtl, YI SS119), FOM SAFETY PRACTICES PRIOR TO QA PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CMDRO SHALL RIVE PROPERLY ATTACHED .,--. STRUCTURAL PANELS, BOTTOM CHORD SHALL MACE A PROPERLY ATTACIED RIGID CEILING. O 'IMPORTANT'• FURNISH A COPT OF TY IS DESIGN TO TNI INSTALLATION CONTOACTOR. ALPINE IRGINEERED NOT BE R[S►OYSIBLE FOB ANY DEVIATION FROM TH75 Of SIGI; ART FAI LONE TO CV - PRODUCTS. LSC. SMALL BUILD TH[ TIUSSIS IN COM►ORMANCE YI TN TP 1: 00. FASRICATIYG, HANDLING. SNIPPING, INSTALLING AND SAACIIS Of TRUSSES. TRIS OES1GI CONFORMS WITH APPLICABLE PROVISIONS Of IDS (NATIONAL DESIGN ALPINE SP[CI►LCAT ION PUBLISMIO By THE AMERICAN FOREST AND PAPER ASSDCIATION) AND TF1. ALPINE d GALV- ETHISEOESIGNKCEPT A NOTED. APPLY IPE10R5 TO IACN101KEFACE OTONS FTRUSS.SE AND SNL(SS OTRIAWISECIOCATED ON0 POSITION CONIECTORSS DAAY IRDS IS A•I. THE $EAL ON THIS ..ISG INDICATES ACCEPTAACE OF PROFESSIONAL ENGIREEl1A6 I RESP ONSIBSLITY SOLELY FBI THE TRUSS COMPONEII DESIGN SHOWN. THE SUITABILITY AID USE OF 7013 AA 1�.,.�.,��]�1 ..,,�,Lp �.� ��'Y""' (I GOMIDIENT FON ANY PARTICILAR BUILDING IS THE RESPONSIBILITY OF TOE BUILDING DESIGNER. /E0. SamizI alio. GA 95829 ANSI /It 1 1.1993 SECTION E. No. C 68005 Eup, 040.4002 Aug 20 1.999 CA/-/1/-/-/R/- TC LL 30,0 PSF TC OL _ 10.0 PSF BC DL 7.0 PSF BC LL 0.0 PSF TOT.LD. 47.0 PSF DUR JAC. 1.15 SPACING 24.0' Scale -.375"/Ft. REF R427--51709 DATE 08/20/99 DRW CAUSR427 99232013 CA -ENG AEB/GWH SEON = 17577 FROM SS ET -RIDGE CONST/PETRALI2 - C- CHORD 2x6 DF -L #2 :T1, T4 2x4 DF -L $16Bet.: CHORD 2x8 DF -L SS WEBS 2x4 DF -L Standard :W2, W5. W8 2x4 DF -L #1: ^'Wedge 2x4 DF -L Standard: 11-�xl'ES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. 0 2x4 DF -L #2 FULL BLOCK. ATTACH BLOCK TO THE TOP CHORD cx> WITH 2X4.ALPINE PLATES @ 24-oc. THROUGHOUT PLUS HEEL GA7 PLATES AS SHOWN. =.ECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. ADDITIONAL LOADS ----(LUMBER DUR.FAC.=1.15 / PLATE OUR.FAC.-1.15) BC- 68 LB Conc. Load at 4.13 BC LL BC - 210 LB Cone. Load at 7.25 BC - 2271 LB Cone. Load at 7.50 BC - 335 LB Conc. Load at 10.38 BC - 419 LB Cone. Load at 13.50 BC - 1925 LB Conc. Load at 16.06 W2.5X4 0� BC - 571 LB Conc. Load at 16.63 W4X BC - BC - 687 802 LB LB Conc. Conc. Load Load at at 19.75r 22.88 1 1 7 r H W7X6(R) t W2X4 1 a W6X80 (K) ca Aa W3X8(A3) s w W3X8(A3) _ r"r-T W ( z T1 z w 2-0 0 w n-. J_ X8 ses) W3X10 N W5X8 = W2X4 II W5X6(R) UI W10X10 H) �}((H5 q . (H) W -0-0 5-0-0 5-0-0 5- 0-0 - 5-0-0 5-0-0 2 8 0 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. 2 Complete Trusses Requirea t -- NAILING -NAILING SCHEDULE: (0.131x2.5_9_natls) TOP CHORD: PROW Q 11" o.c. SOT CHORD: 1 ROW @ 4' O.C. WEBS : 1 ROW @ 4" O.C. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. SEE DWG GAS98117 FOR ADDITIONAL REQUIREMENTS. IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE TC @ 24.00' OC, BC @ 72.00" OC. SES ERWISE SPECIFIED)DFRAMINGTION FROMFTHEALL BOTTOMSCHORD: SIMPSONHLS70. SEE CATALOG C-PT99. NOTE: THIS TRUSS IS DESIGNED TO SUPPORT 18" OUTLOOKERS / I AND STUCCO (10PSF) ON ONE FACE. REFER TO DETAILS\\ 1 CD122 OR C0123 FOR GABLE REQUIREMENTS. %W2"*' (H)RECOMMENDED CONNECTION FOR TRUSS W2. 5X4 FRAMING FROM THE BOTTOM CHORD: SIMPSON HUS28. SEE SIMPSON CATALOG C-PT99. W7X6 (R) 41 2X4 flI W6X8 � (K) WW 33 (A3) _ W3X8 (A3) _ �8-0-0 W6X8 W5X8� W3X10 UI W2X4 10 T4 L<--6-0- 2-0 0 gigF 6-0-0 0-0 6-0-01 ir.-n-n J Gp J 32-0-O'Over 2 Supports Ll R-5477 W-3.5' R-7238 N-3.5' cl.. Cxno Note: All Plates Are W1.5X4 Except. As Shown. o, PLT TVP. Nave TPI -95 R Desi n Criteria: TPI STO OTt ••tlARNING•• TRUSSES REQUIRE ERTR[ME CARE (A FABRICATION. MAIOl116, SNIPPNN6, 11LTALIIN6 AND (1 [T BRACING. REfEI TO tlIB•91 (HANDLING INSTALLING AND BRACING). PUBLISHED BT TPI (TRUSS PLATE INLT ITUTE. BBl D'ORp/R10 DR.. SUITE 100. MADISON• N1 SSf 19). FOR SAFEST PRAtTICEt PRIOR iO .--, PERFORMING TIES[ FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SMALL tlAI( PROPERLY ATTACtlEO STRUCTURAL PANELS. BOTTOR CHORD SHALL HATE A PAOPERLT ATTACHED RIGID CEILING. CV ••IMppNTANT•• FURNISH A COPT Of TN IS OE SIGN TO THE IISTALLATIOe CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SMALL NOT 0t RESPOtlTHIS FOR ANY DEVIATION FROM THIS OESIGV; ANY FAILURE TO No C 68005 V.- B0I(0 THE TRUSSES IN COIFOINAICE WITH TPI; OR FABRICATING, HANOLIRG. SHIPPING. INSTALLING AND �,B2WD02 a A L P I N E BRACIR6 Of TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS Of IDS (NATIONAL DESIGN * Aug 20 1 9 99 }� S/ECIF (CATION PUBLILtlED BT THE AMERICAN FOREST AID PAPER ASSOCIATIOM) AID TP). ALPINE CONNECTORS ARE MADE OF (OCA AST" A653 6140 GALT. STEEL. EXCEPT AS OSIT0 APPLE COHNEGlORt TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED OM THIS D[SIGN, POSITION CONMEGIORS PEA d�9 CHI:- P DIAYIN6Y X60 A•I. TRE ZEAL ON THIS DIAWIN6 INDICATES ACCEPTANCE OF PROFESSIONAL EOOIIEEIIM6 e �:� Cw��� p[� 1ESPONSIBILITT SOL[LT FOR iNE TRUSS COMPONENT DESIGN SxOWR. TOE SUITABILITY AND USE Df THIS A41i -' •^'6$NpiDLCII1p`W^•","E:PCO&C COMPONENTIJTPI 1FOR ANYEPARTICULAR BUILDING IS THE IESPONSIBILITT Of 7NE GUILDINC DESI6NEl. PEA �� 1 2. ®V�' -1 Scale :875' Ft. PSF REF R427--51710 PSF DATE 08/20/99 PSF DRW CAOSR427 99232023 PSF CA -ENG AEB/GWH PSF SEQN - 17520. FROM SS. CA/ -11/ -/-- A - 1 - -TC TCLL 30.0 TC DL 10.0 BC DL 7.0 BC LL 0.0 TOT.LD. 47.0 DUR.FAC. 1.15 SPACING 24.0" (RCPET-RIDGE CONST/PETRALI2 T11) Tnp CHORD 2x4 DF -L #1 coli CHORD 2x4 OF -L #1 N WEBS 2x4 OF -L Standard ,RYES DESIGNED FOR GREEN LUMBER PER NOS -97 TABLE 7.3.3. W1.5X4 IY THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE TC " @ 24.00' OC, BC @ 72.00' OC: DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD, 10 PSF BC LIVE LOAD PER UBC. 4-8-13 H V Gl O a 8-0-0 Q. ca W1.5X4 M W2.SX4 w w W2X4(Al) 8 w - z z_ z ( 3-11-13 �I� 3-4-7 O V 3-11-13 ( 3-6-3 I �---7-6-0 Over 2 Supports - R -555 W-3.5' R-310 w o� 0 PLT TYP. Wave TPI -95\R Design Criteria: TPI STD [T —WARNIBRM NGNG�SEFER TO H19.91 TRUSSis I (HANDRE LING INSTALLING AND %RACING). PUBLISHED BY IIIIME CARE It FABRICATION. HANDLING. INSTALLING (TRUSS PLATE rn QS IMST ITOTE. $03 D'OIOFRIO Or., $UIT[ E00. MADISON. Yl 57719), FOR SAFETY PRACTICES PRIOR TO I ---, PERFORNIIG THESE FUNCTIONS. UNLESS OTHERYISE INDICATED. TOP CH SNAIL NAYS PROPERLY ATTACHED pppo STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACMIO RIGID CEILING. C `IMPORTANT'" FURNISH A COPY OF THIS OESIGS TO THE INSTALLATION CONTRACTOR. ALPINE ENGIMEEHEO CV PRODUCTS• INC. SHALL BUT BE RESPONSIBLE FOR ANY DEVIATION FRDM THIS DESIGN; ANY FAILURE TO a"ILD TNI TNOSS[S IN CON1IRMAICE YITN TPI; OR FABRICATING. HANDLING. SMIPFIN6. INSTALLING ARD ALPINE BRACING Of TRUSSES. THIS DES 161 CONFORMS YITN APPLICABLE PROVISIONS Of NDS (NATIONAL DE5166 SFECIFICATIOA PUBLISHED BY TIE AMERICAR FOREST MD PAPER ASSOCIATION) AND TPI. ALPINE Q CONNECTORS ME MADE OF ZOBA ASTM A653 GRAD CALI. STEEL• INCEPT AS NOTED. APPLY CORRECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED OA THIS DESIGN. POSITION CONNECTORS PER ORAYIN6S 150 A•I. Ttl[ SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PH ISSIONAL EIGIIE[RItlG �� P!'OtlaCaS. 9[SPUNSIBII ITT SOLELY FOR TRE TRUSS COMPONEAT OESI GI SHOWN. THF S91TAB1LII AND USE OF THIS p CA 95828 . COMPOIENT FOR ASY PMTICUUR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER A1S1/TPI 1.1995 SECTION E. E.p. 6202002 Aug 20 1999 I_1,U1_1E coum t ;'LD1 1pfafjovp CA/-/I/-/-/R/- TC LL 30.0 PSF TC DL 10.0 PSF BC DL 7.0 PSF BC LL 0.0 PSF TOT AD. 47.0 PSF DUR.FAC. 1.15 SPACING 24.0' Scale—.375'/Ft. REF R427--51711 DATE 08/20/99 ORW CAUS9427 99232014 CA -ENG AEB/GWH SEON - 1.7526 FROM SS (R,CPET-RIDGE CONST/PETRALIZ - Th CHORD 2x4 DF -L #1SBet. c,I.CHORD 2x8 DF -L #1 WEBS 2x4 DF -L Standard Vr7ES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. o'.DING PER TRUSS FABRICATOR �_- ---(LUMBER DUR.FAC.-1.00 / PLATE OUR.FAC.-1.00) co - From 250 PLF at 0.00 to 250 PLF at' 7.73 o - From 339 PLO at 0.00 to 339 PLF at 7.73 z RECOMMENDED CONNECTION FOR 7-6-0 TRUSSES FRAMING TO THE BOTTOM . CHORD Q 24" O.C.: SIMPSON LUS24. SEE SIMPSON CATALOG C-PT99. W5X6 = W2X6 In W5X6 = _0 4-4-8 A 1 w 1 w w • z c� W2.5X4 UI W7X8 W2.5X4 W z w w 0t12 3-8-10 3-8-10 3-8-10 3-10-6 -0- 12 I 7-8-12 Oyer 2 Supports— R-2276 R-2276 rs. rn ' 0 Be �r PLT TYP. Wave TPI -95\R ---- C" CT C=:; N ALPINE Imm`seCT&DmIa. Cap`9°s228 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE TC @ 24.00' OC, BC 0 72.00" OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. 4-4-8 -0-0 Crit 'WARNING.. TAUisti ..U.... s C GRACING. REFER TO 119.01 (fiANDLI1G INSTALLING AND OAACING). PUBLISHED BY TPA (TRUSS PLATE INSTITUT[. SB] D•OIOfRtO U. SUITE 100. NAO ISOH. Y[ 97)19). FOIL SAIETY IRACTICES ►A L00. TO PERFORMING THESE FUICTtOYf. UNLESS 07BfAYISI INDICATED. TOP CHORD SMALL NAPE PROPERLY ATTACHED STRUCTUAAL PANELS. NOTION CHORD SHALL HAVE A PROPERLY ATTACHEO RIGID CEILING. -IMPORTANT,- FURNISH A COPY OF THIS DESIGN f0 THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SMALL LOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: AN FAILURE TO BUILD TME TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SNIPPING, INSTALLING AND BRACING 0► TRUSSES. THIS OESIGR tORFORMS WITH APPLICABLE PROM SFONS OF IDS (NATIONAL OfS16N SPECIFICATION PUBLISHED By THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF ZOGA ASTM A6S3 G140 QALY. STEEL. 110EPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTMtRMISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PERORAMTNGf 160 A•t. TM[ S[Al ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL 1NGINICRING0.ESPOISi6TlITY SOIELTFORTHE TRUSS COMPONENT DESIGN SNONN. TME SUITABILITT AND USE 0/lY1ISRES, IERTFORANYPARTICULAR BUILDING SS TILE RESPONSIBILITY Of THE BUILDING DESIGNER. PERCOHP ANSI/TF1 FOR SECTION R. COL fL t), W7, APP "wov- NO I.A/-/1/'/-/KL_ - TC LL 30.0 PSF TC DL 10.0 PSF BC DL 7.0 PSF BC LL 0.0 PSF TOT.LD.. 47.0 PSF DUR.FAC. 1.00 SPACING 24.0° Scale —.375'/Ft. REF R427--51712 DATE 08/20/99 DR W CAUSR427 99232025 CA -ENG AEB/GWH SEAN - 17626 FROM SS RCPFT-RIDGE CONST/PETRALIZ - T13 rnP CHORD 2x4 DF -L f16Bet. c,) CHORD 2x8 DF -L #1 WEBS 2x4 DF -L Standard ;ES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. 'oIING PER TRUSS FABRICATOR w�---(LUMBER OUR.FAC.=1.00 / PLATE DUR.FAC.-1.00) co From 250 PLF at 0.00 to 250 PLF at 7.73 o From 248 PLF at O.00 tO 248 PLF at 7.73 z TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. W6X4 v W2X6 M W6X4 - W2X4 10 W5X81a W2X4 M D-1-12 8-10--.-�3-6-14-- 0-3-8 �_7-8-12 Over 2 Supports. R-1925 R-1925 9-2-10 -0-0 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE TC 0 24.00. OC, BC @ 72.00. OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. END VERTICAL(S) MAY NOT BE EXPOSED TO WIND PRESSURE. 10 PSF BC LIVE LOAD PER UBC. RECOMMENDED CONNECTION FOR 9=0-0 TRUSSES FRAMING TO THE BOTTOM CHORD 0 24' O.C.: SIMPSON LUS24. SEE SIMPSON CATALOG C-PT99. I-AWTE COUNI U T 1 r"O"IN DEPA E. 14 V Eu Design Criteria: TPI STD CA 1 - - R - Scale -.25'/Ft. PLT TVP. Wave TPI -95 R ••WARNING'• TRHSSCS REQUIRE EITHER( CARE IN iABRICATIOH. NANDITN.1 SHIPPING. INSTAILIHO AND TC LL 30.0 PSF REF R427--51713 O) C77 BRACING. REFER TO 1118.91 (RANDLING INSTALLING ASD BRACING), pun, SY T►1 (TRUSS PLAT( 583 D'OYOFRIO OI.. Sol TE 200. RAOISDH. WE 53119). FOl SAFETY /RACTICE$ PRIOR TO TC DL 10.0 PSF DATE 08/20/99 C?) IISTITOTE. PIRFORRING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHAH NAY[ DROPIRLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ArFACMEO 9I610 TRACTOR. BC OL 7.0 PSF DRW CAUSR427 99232026 --IMPORTANT-- FURNISH A COPY OF THIS DESIGN TO IHR INSTALLA7109 CDNTRACTOR. ALPINE EN6INEIRED PRODUCTS. INC. SHALL NOT BE RISPONSIOIE FOH ANY DEVIATION FROM 7NtS DES1W1; ANY FAILUII TO AND No. C 58006 0.0 PSF CA -ENG AEB/GWH cli 0:0 THETRUSSESII CONFORM115C2 WITH TPI; OH FABRICATING, HANDLING. SHIPPING, INSTALLIIG DESIGN CONFORMS WIYM APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN eia68020oQ BC LL V. 1] T �I C .a A L r A N C ALP BRACING OF TRUSSES. iHlf SPECIFICATION PUBLISRED IT THE AMERICAN FOREST AND ►APER ASSOCIATION) AND TPI. ALPINE * Aug 20 1 99 9 TOT.LD. 47.0 PSF SEON - 17628 Q, CONNECTORS ARE WADE OF HOCA ASTM A653 6140 HALF. STEEL. EXCEPT AS NOTED. APPLY CORRECTORS TO [ACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAY1R85 160 A-1. THE SEAL OL ltlli OHAYI NR INDICATES ACCEPTANCE OF PROFESSIONAL ENGIREERIHR •A CM1- �/' OUR . FAC . 1.00 FROM SS e1��IIwy-- 'P��� �Y• `•"6"""���w.� RESIONSIBILI TY fOLEl1 FOR THE TRUSS CONPONENT DESIGN SHOWN. THE SUITABILITY AND USE O/.THIS CDRPONENT FO1 ASV ►ARTICULAR BUIlD1R0 IS THE RESPONSIBICIIT OF THE BUILDING DESIGNER, PER CiALI SPACING 24.0° ANSI/TPI 1.1995 SECTION 2. I (RCPET-RIDGE CONST/PETRALIZ - T14) rap CHORD 2x4 DF -L #1 coli CHORD 2x4 DF -L #1 ,r WEBS 2x4 DF -L Standard ,?:rES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. c 'JSF BC LIVE LOAD PER UBC. 0 co 0 z THIS OWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE TC @ 24.00" OC, BC O 72.00. OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. RIGHT END VERTICAL MAY NOT BE EXPOSED TO WIND PRESSURE. W2X4 W W4X4 0 W3X4,0 ' W1.5X4 11 7 r— 1 9-6-15 (A) .(A) C/3 V q O feu ' a -0-0 w W2.5X4 a w W2X4 (Al) Es W4X4 Ea w z , - z�FrE .c w L -2 -0 -ft -L--6-0 J# DING DEPA� 0-10 a Q 1 6-1 12 1 4-6-8 1 4-11-10 6-1-12 9-7-14 15-9-10 Over 2 Supports— R-1517 W-3.5' R-129 , rCA PLT TYP. Wave TPI -95 R Design Criteria: TPI STD 1' - - R - Scale —.25"/Ft. 'HARNING-' TRUSSES REQUIRE EXTREME ARE IN FABRICATION. MARBLING. SHIPPING. INSTALLING AND TC LL 30.0 PSF REF 0.427--51714 p� CTA BRACING. NEFEN TO HIB•9I (HANDLING INSTALLING AND ORACINI). PUBLISHED BT TPI (TRUSS PLATE INSTITUTE, SBS D'ONOF110 DA.. SUITE 200. NAOISOM, YI 57119). FOR SAFETT PRACTICES PRIOR TO TC D L 10.0 PSF DATE 08/20/99 tT — PEAFO"IN6 THESE FUNCTIONS. ilLESS OTNEIWISE INDICATED, TDP CNORO SOALL HAVE PROPERLY ATTACHED O STRUCTINAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED 41610 CE IL IIB. --IMPORTANT-- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALf1AL IB6INCFRFD BC DL 7.0 PSF DRW CAUSR427 99232015 N PRODNCTS. INC. SMALL NUT BE 111111.11 IE FOR AAT DEVIATION FROM THIS DESIGN; All FAILORE TO BUILD TIE T9Usses TN eaIFORHANCE W17H TPI: OR FABRICATING, HANDLING, SNIPPING. INSTALLING AND NO. C 5BDDS -x .2002 BC LL 0.0 PSF CA -ENG AEB/GWH A L P I N E BRACING Of TRUSSIS. 7013 DESIGN CONFORMS WITH APPLICABLE PROVISIONS Of NDS (NATIONAL .1 lab SP ECIFICAT I OR PUBLISHED BY THE AMERICAN FOREST AID PAPER ASSOCIATION) AND TPI. ALPINEpug 20 1 999 f * TOT. L D 47.0 PSF S E Q N 1 7 5 2 8 -. Q COI1fCTORS ARE HAVE Of 20GA ASTM AGSS GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TD . - EACI FACE OF TRUSS. AID UALESS OTHERWISE LOCATED DN THIS DESIGN. POSITIOY CONNECTORS PER ORAVINGS 160 A4. THE SEAL ON THIS DAAWIRG INDICATES ACCEPTANCE OF PNOFESSIOMAL ENGINEER196 l CIV11. q% D UR .FAC . 1.1 5 FROM SS , Alp/110� Prodh"� LM,. RESPONSIBILITY SOLELY FOR THE TRUSS COMPORENT DESIGN SHOWN. THE SO ITABIL ITY AND OS[ OF Ttll. COMP RENT FOR All PAATICOLAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER SPACING 24.00 86F�*^r^h+. (:A 957128 ANSIRPI 1.1995 SECTION I. (RCPET-RIDGE CONST/PETRALIZ - T15 -C^-"),CHORD 2x4 DF -L #1 N CHORD 2x4 OF -L #1 coo WEBS 2x4 DF -L Standard •LA ES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. -)SF BC LIVE LOAD PER UBC. 0 co 0 z THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE TC @ 24.00° OC, BC @ 72.00" OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. RIGHT END VERTICAL MAY NOT BE EXPOSED TO WIND PRESSURE. W2X4 III w W2.5X4 a w W2X4(A1) a W4X4 B C5 cs. L.2-0-0�-�-0- 0 12 •-� I 6-1-12 aj� 4-6-8 I 4-2-0 .�L 8-10-4 j� 6-1-12 � 15-0-0 Over 2 Supports R-1508 W-3.5" R-79 w o o� PLT TVP. Wave TPI -95 R Design Criterla: TPI STD •WARMING•• TRUSSES IEOOIRE EITREHE CARE II FABRICATION. HANDLING. SNIP/116. INSTALL] -WARN AND C7� BRACING. N6. REFER TO NIB -9l (tlANDl1S6 IISTAl1lNG AND BRA[IN6). PUBLISHED OY TPI (TROSS PLATE 07 INSTITUTE. SBS 0'010FM10 DR.. SUITE 200, MADISON, NI 6)719). F01 SAFETY PRACTICES PRIOR TO ~ pEaraRmloo THESE CAT.Ea. TOP CRORD SMALL STRUCTURAL PANELS. BOTTOM SCHORD E$HALLSS NSAVE SA PRO OERLI ATTACRID 11610 CEILING,PROPIRIY ATTACHED C= --IMPORTANT-- FORNIS11 A COPY Of TSIS DESIGN TO THE INSTALLATION CONTRACTOR. AL►ISE ENGINEERED N PRODUCTS, INC. SHALL IOT BE RESPONSIBLE FOA ANY DEVIATION F10M THIS DESIGN: All FAILURE TO _ BUILD THE TRUSSES IS OT NITS TPI: OR FAORICATIRG. NAN0.11G. SNIPPING, I.STALLINO ABO .`- A L P I N E BRACItlG OF Tl1Sf[S. THIP DE SI6S CONFORMS NITN APPIICABIE P0.0YISIOMS OF NDS (NATIONAL DESIGN SPECIFICATION POBL ISH(D BY THE AMERICAN FOREST ASD PAIR ASSOCIATION) AND TPI. ALPINE �• CONNECTORS ARE MADE OF SOGAASTM A6S7 GR40 QALY. STEEL, EICEPT AS NOTED. APPLY CONNECTORS TO IACI FACE OF T4961. AND UILISS OTHERWISE LOCATED 01 THIS DIMS. POSITION CONNECTORS PER I - DRAM OGS 160 A•1. THE SEAL 01 THIS DRAYIN6 ISD ICAT[I ACCEPTANCE OF PROFESSIONAL ENGINEERING RE SPCIS 181LITY SOLELY FOR THE IIUSS IC DESIGN SHOWN. THE SOITABIIITY AND USE OF THIS Alp COMPOSENT FOR ANY PARTICULAR 901LOING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER Sacs menw. CA 95928 ANSI/TPI 1-199S SECTION 2. Na C: 66006 Elp. 0430-1002 Aug 20 1999 coulo e 44 P PRU VE p CA/-/1/-/-/R/- TC LL 30.0 PSF TC DL 10.0 PSF BC DL 7.0 PSF BC LL 0.0 PSF TOT.LD. 47.0 PSF DUR.FAC. 1.15 SPACING .24.0" Scale —.25" Ft. REF R427--51715 DATE 08/20/99 OR W CAUSR427 99232016 CA -ENG AEB/GWH SEAN '- 17548 FROM SS CT ao CV CCD Cm C=; z. (RCPET-RIDGE CONST PETRALIZ - T16) TOP CHORD 2x4 DF -L #1 BOT CHORD 2x8 DF -L #1 :82 2x8 DF -L SS: WEBS 2x4 DF -L Standard IPLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. ADDITIONAL LOADS ------(LUMBER DUR.FAC.-1.15 / PLATE DUR.FAC.-1.15) BC - 4200 L8 Conc. Load at 7.50, 17.00 (C) PROVIDE CONNECTION FOR 4200# THAT WILL DISTRIBUTE THIS CONCENTRATED LOAD EVENLY OVER EACH MEMBER OF GIRDER. *********DO NOT TURN TRUSS END FOR END********** 10 PSF BC LIVE LOAD PER UBC. c� E-+ V, .A tx ts. A aW4X6 (Al) WALL (KI Itl °' N5X8a of HS2512(R) W w6X6 EaW1.5X4 N z W2X6 0 C)4200#C)4200# W6X6Ew W4X6(Al) a w gam_ -12-3-12 'I *-6-0-0-�-O Q, Lr 16-0-0 I 16-0-0 j W5X4a THIS DWG PREPARED FROM COMPUTER INPUT (LOADS d DIMENSIONS) SUBMITTED BY TRUSS MFR, 2 Complete Trusses Required NAILING SCHEDULE: (0.131x2.5_g_nails) TOP CHORD: 1 ROW @ 121 o.c. BOT CHORD: 1 ROW @ 4" o.c. WEBS 1 ROW @ 4' O.C. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE TC @ 24.00` OC, BC @ 72.00' OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 32-0-0 Over 3 Supports R-2698 W-3.5' R-7002 W-3.5' R-1868 W-3.5' C." 9 N PLT TYP. High Stren th,Wave TPI -95 R Desi n Criteria: TPI STD 19 ^'YARYIH6•- TRUSSES 1LODIRI E171EML CME IN FABRICATION, NANOl1RG. SNIPPING, IRSTALLEN6 AND I ORACIHG. RIFER TO MIO.91 1 .1111 TE I00IBSTALLING AHD BRACING), PUBLISHED BY TPI (TRUSS PLATE � Q C7) IR STI TOTE, 503 0? FA IO OR.. SH1 . RAOISON. NI $1710), FOR SAFETY PRACTICES PAIOA TO 07 1INFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACKED C STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. •--' ••IMPORTANT" FINIISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SNALL 101 BL RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 0 BUILD THE TRUSSES 11 CORFORMMCL KITH 7PI; OA FANRICATI/G, HANDLING. SHIPPIDG. 115TALLING AND GV ALPINE IIACIH6 OF TAUSSIS. THIS DESIGN CONFORMS VITR APPLICABLE Pl0VISIONS Of NOS (NATIONAL DESIGN cvlj SPECIFICATION PUOLISMEO 01 THE AMERICAN FOREST AND PAPER ASSOCIATION) AYD TPI. ALP [1E ,k t0IBICT0 S ME MADE OF FOGA ASTM A653 6440 GAIN. STEEL, (ICIPT AS NOTED. APPLY tONBECTONS TO Q tACI FACE OF TRUSS, AHD UNLESS OTHERWISE LOCATED ON TWIT DESIGI. POSITION CONNECTORS PER DAAHI16S 160 A -I. THE SEAL ON THIS CRAVING INDICATES ACCEPTANCE Of PROFESSIONAL E1PEREE0.1 NG AJpine F.pBiTlOBlEd PIpd11C[� ja, RE$POSSIBILITY SOLELY FOA THE TRUSS CORPOIEIT DESIGN SHOWN. TNt SUITMIL TTY Atl0 USE OF THIS Shg-1TLDlq CA 95828 '0N►ONENT FOR ANY PARTICULAR BUILDING 13 THE RESPONSIBILITY Of THE BUILDING DESIGNER, PER ANSI7T►I 1.1905 SECTION E. . .Ak 8-0-0 dUTT t E: Coom t �JJ'Lppr DIFOA PP rf uven. - CA - 1 - R - Scale .1875' Ft TC LL 30,0 PSF REF R427--60434 TC OL 10.0 PSF DATE 08/30/99 BC DL 7.0 PSF DRW CAOSR427 99242003 BC LL 0.0 PSF CA -ENG AEB/CWC TOT.LD.- 47.0 PSF I SEON - 17769" DUR.FAC. 1.15 1 FROM .SS SPACING 24.0A (R,CPET-RIDGE CONST/PETRALI2 - T17) TC:° CHORD 2x4 DF -L 01 N CHORD 2x4 OF -L #1 m WEBS 2x4 OF -L Standard rpihTES DESIGNED FOR GREEN LUMBER PER NOS -97 TABLE 7.3.3. o PSF BC LIVE LOAD PER UBC. co 0 z A fsl tx z W4X4(A2) =a W2.5X4.- walLotW W5X4= c� W3X6 z_ z 5-7-31 5-2-2 5-2-2 5-2-2 1 4-8-2 7-9-3 7-9-3 a 8 2-13 16-0-0 16-3-101 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE TC 0 24.00" OC. BC 0 72.00" OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. W5X4 _ 1' I W2.5X410 W2.5X4(A1) —6-0-0 '--O--Oj 6112 J Q Ida 32-0-0 Over 2 Supports 1 R R=2053 W-3.5" —1115 W-3.5' rs. -d: 1 PLT TYP. Wave TPI -95 R Oesi n Criteria: TPI STC Q) -WARNING TOO ES REQUIRE EITRERE CARE 11 FABRICATION. HANDLING, SHIPPING. INSTALLING AND C7) BRACIIG. REFEN TO HIN•91. (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE Q7 INSTITUfE. $BS D'ONOFR10 DR.. SUITE 200. HAD IS01. Yt 53739). FOR SAFETY DMCTtt[S PN IDR TO PIAFOAMIAG THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACIEO STIOCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. O --IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE 10STALLATION CONTRACTOR. ALPINE ENGIRLEGED N P0.000CTS. INC. SHALL NOT BE RESPONSIBLE FOR AYY DEY IATION FROM THIS DESIGN: AMY FAIED If TO _ NOILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDl1N6. SHIPPING. IBSTALLING AND A L P I N E BRACING of TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE P10 TIDE) Of NO3 (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE ANERICAH FOAEST AND PAPER ASSOCIATION) AHO TPI. AL PIN! C CONNECTORS ARE MADE OF FOGA ASTM A6S3 6AA0 BALD. STEEL. EICEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED OY THIS DESIGN. POSITION CONNECTORS PER DRAWINGS 160 A•L. THE SEAL ON THIS DARNING INDICATES ACCEPTANCE Of DNOTESSIGSAI ENGI OF KING THIS IDC E Pln�laN, Tnc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITT AND USE OF THIS Rine 95828 COMPOSERT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY Of THE BUILDING DESIGNER. PER ANSI/TPI 1.1995 SEC7104 2. No. C 58005 EDLP. 610.9002 Aug 20 1999 +8-0-0 7 CO(.Jfv,) .AA PHRO.VLt: 1) CA/-/1/-/-/R/- TC LL 30.0 PSF TC DL 10.0 PSF BC DL " 7.0 PSF BC LL 0.0 PSF TOT:LD. .47.0 PSF DUR.FAC. 1.15 SPACING 24.0" Scale -.1875-/Ft. REF R427--51717 DATE 08/20/99 DR W CAUSR427 99232018 CA -ENG AEB/GWH SEON -_17561 FROM SS (R.CPET-RIDGE CONST/PETRALIZ - T18 TnP CHORD 2x4 DF -L #1 cc -,I CHORD 2x4 DF -L #1 � WEBS 2x4 DF -L Standard F':.TES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. W4X4 = THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSION' IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE TC @ 24.00' OC, BC @ 72.00" OC. SUBMITTED BY TRUSS MFR. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. L -2-0-0-->j 4-2-13 - Tig Ak -0-0 Lc-2-0-0-� C(�)Ulo p_ a 16-0-0 Over 2 Supports `( R P4 PP R-912 W-3.5' -912 N�3.5' ��°` - Vriw CA - 1 - - R - Scale -.375"/Ft. PLT TYP. Wave TPI -95 R Desi n Criteria: TPI STD tT TPI-%R TRUSSES REQUIRE ISTRENE CARE IN /ANNJCATIOB. ,1a NG. SNI►►IRG. [RSTAllIN6 ARD 0 .N TC LL 30,0 PSF REF R427--51718 CT .RACING. REFER TO HIR -91 (HANDLING INSTALLIN6 AND BRACING). PUBIISHEO BY TPI (TRUSS PLATE CTA INSTI70fE. SBS 0 '0 1 0 Ft10 DN., $U17E 200. MADISON. VI S3119). fat SAFETY PRACTICES PRIOR i0 PERFORMIBG THESE FUNCTIONS. UNLESS OTHERVISE IRDICATEO, TOP CHORD SHALL HAVE PROPERLT ATfACtlEO TC DL 10.0 PSF DATE 08/20/99 STRUCTURAL PANELS. BOTTOR CHORD SPALL HAVE A PROPERLY A77ACHED RI610 CEILINS. O —IMPORTANT— fURRISH A COPY Of TNIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED BC DL 7.0 PSF DRW CAUSP427 99232019 �y PRODUCTS, IRC. SNAIL BUT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DES26Y: ANY FAILURE TO NO. C 58000 .0ILD TRE TRDSSES It CONFORMANCE JIT TPI: OR FABRICATING, HANDLING. SHIPPING. INSTALLING AND Ex;L &40.2DO2 8C LL 0.0 PSF CA -ENG AE B / GWH ALPINE BMCING Of TRUSSES. THIS DES16R CONFORMS YITN APPLICABLE PROVISIONS OF ROS (NATIONAL DESIGN � SPECIFICATION PPOLISHED BY TIE AMERICAN FOREST ARD PAPER ASSOCIATION) ARD TPI. ALPINE Aug 20 1999 Q CONNECTORS ARE NADI OF 20GA ASTM A6S36ARo GALT. STEEL. [KEPT AS NOTED. APPLY CONNECTORS TO t TOT.LD. 47.0 PSF SEAN - 17 36 fACR LACE OF TRo34. AND UNLESS CIA ERYI SE LOCATED ON TNIS DESIGN, POSITION CONNECTORS PER �p ORANIN6S ISO A.I. THE SEAL OB THIS CRANING INDICATES ACCEPTANCE OF PROF tSS10RAt EN6IHEER.is C1�/1L D UR .FAC . _ 1.15 -FROM SS int Engh d tsI Inc. RE s'. SOLELY FOR THE TRUSS COMPONENT Desist $Novi. THE SUITAB It ITT AND USE OF TNIS q% �Y �"'6�"""�`,^� 95828 CampONINT FOR All PARTICULAR BUILDING IS THE RESPONSIBILITY Of THE BUILDING DESIGNER, PER �J SPACING 24.0" ANSI/711 1-1995 SECTIO. 2. N C73 1-1 L— N CD CA7 z (RCPET-RIDGE CONST/PETRALI2 - T19) TOP CHORD 2x4 DF -L'#1 BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7,3.3. 10 PSF BC LIVE LOAD PER UBC. W1.5X4 � IU 0 4-10-14 0 a ca C-3 a z W2.5X4=3 W2..5X4 a W4X4Q 1 7 W2X4ID z W3X4E=- W2X4 W w a IL 8-2-8 lit .� 18-11-0 Over 2 Supports R=419 R-419 Cl. C" -A C -)- C:,; PLT TYP. Wave TPI -95 R CT rn CT C=; C -D d (A) 9- THIS DWG PREPARED FROM COMPUTER .INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE TC 24.00' OC. BC @ 72.00' OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. RIGHT END VERTICAL MAY NOT BE EXPOSED TO WIND PRESSURE. 3-6 -0-0 n-4— rn4*-4.TnT /CTn% cou ®ep Ro _ ..n - a - - rt - JLGIC -.47- rL. RIC BR CINQ. REP[RTRUSSES TO MIB 91U1 (tlANDLING IEXTREME NSTALLI GE IN A AND BRACIea1�P06L1S6 DSHIPPING. TPI'INSTALLING PLATE ESyyO TC LL 30.0 PSF REF 8421--60433 INSTITNTE. 503 O'ONOFRIO DR.. SUITE E00. MADISON, NI 53)191. FOR SAFETY PRACTICES PRION TO TC DL 10.0 PSF DATE 08/30/99 PERFORMING THESE FUNCTIONS. UNLESS OINEAWISE INDICATED. TOP CHORD SMALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. 907709 CMDRD SMALL HAVE A PROPERLY ATTACHED R1610 CEILING. -•IMPORTANT^ FORM ISM A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED '9- �d BC OL 7.O PSF DRW CAUSR427 99242002 PRODUCTS, IMC. SRALI NOT BE RESPONSIBLE FOR ANY DEVIATION FROM 1113 OESICN; ANY FAILURE TO iNN BUILD 7HE TAUSSEf IN CONFORMANCE WITH TPI: OR FABRICATING. MANGLING, SNIPPING, INSTALLING AND ALPINE DRACING OF TRUSSES. THIS DESIGN CONFORMS MITI APPLICABLE PROVISIONS OF MDS (NATIONAL DESIGN BC LL 0.0 PSF CA -ENG AE B / CWC SPECIFICATCCONNECTORSIHED ARE ON MMADE SOF EOOATASTM A653 GRADof k"[AICANAEST GAIT. STEEL. E CEPAND PAPER ASSPTT AND NOTED. TAPPLYALPINE CORRECTORS TO • [AM FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS P[t TOT.LD. 47.0 PSF SEON - 17756 c_�� p,,,,,,,LL„,,,�,..,. dIAY[NCf 190 A-E. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL EN GINEFAIN/ DUR,FAC. 1.15 FROM SS tUplDSolu*u ob, P1•.•....8�, Imo"' COMPONENTRESPONSIBILITY FDA ARTSOLELY PARTICULAR THE NNILDIN�OTHETDESIGN Slowd. THE SUITABILITY RESPOSSIBILITY OF THE BUILDING, DES GNNEA. PER TN[S M -s° °. CA 95828 AMSI/TPI 1.1925 SECTION E. NPJ SPACING 24. 0' OtOCT-01mr rnNST IZ - T^ ; CHORD 2x4 DF -L $1 CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard N PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. 0 co 0 z THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE TC 0 24.00" OC, BC 0 12.00' OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. W04 - +8-0-0 7 0-0• 'I 7-0-0 7-0-0 HP 14-0-0 Over 2 Supports R R-818 W-3.5" Ven -818 Ws3,5' Dest n Criteria. TPI STD CA - 1 - - R Scale -.315' Ft - PLT TYP. Wave TPI -95 R yy TC LL 30.0 PSF REF R427--51720 ••MARNIN6•• 7RVSSFS NEOYIRE EXTREME CARE IN FABRICATION. MANDLll6, SNIPPING, INSTALLING ARD BRACING. RIFER TO HID 91 (HANDLING INSTALLING AND OAACIR6). POBIISMFD RY TPI (TRUSS PLATE T C DL 10.0 P SF DATE 08/20/99 INSTITUT(. 685 O'OMOFRIO )R.. SUITE 200. MADISON, NI SJ)19). FOR SAFETY PRACTICES PRIOR TO _ f[RF01N116 .THESE FORCTIONf. UNLESS OTHERWISE IND)CATEO. TOP CHORD SMAS( HAZE PROPERLY ATTACKED 20 IT: PANELS. 807TON CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING ••IMPORTANT•• ►URNISN A COZY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEER 8C DL 7.0 PSF DR CAUSR427 992320 80 5 ►ROOOCTS. INC. SMALL NOT NE RESPONSIBLE F01 ART DEVIATION FROM TM15 DESIGN. ANT FALINN[ 7 � "D-2002 9 C LL 0.0. PSF CA -ENG A E 8 / GWH NYIID TRE TRUSSES IN CONFORMANCE MITtl iPl: Ot FABRICATING, HANOLI90, SH IfPl NRD$B. ItlS7AlLRATIO,AAi16 AID ALPINE fPEtI/ICATIOIOPURIISRtD NTSTHES)NIIN�MO�GItfiTAtlG p (R ASSOCIATIO•)SA O TPI.( ALPINE DES Igo # Aug 20 1999 Y1 TOT.LD. 47.0 PSF SEON 17530 CORRECTORS ARE MADE Of CORA ASTM ROSS 6140 aALV. STIEI, EXCEPT AS 10710. APPLY CON NtCTORS TO EACU FAtf Oi TROfS. AND UNLESS OTHERMIfE LO AT ON TN15 DLfId, POSITION CONNEC700.S FIR ORAM[M65 160 A-1. THE SEAL. OR 7N1S D1AYln6 INDICATES ACCEPTANCE OF PROFESSIONAL INGINIERINO % Ocam- D UR . FAC . 1 . 1 5 FROM S NPIDC � Products.girmmied � RESPONSIBILITY SOLELY FOR TtlE TRUSS on NEXT DESIGN SHOWN. THE BUILDING DE AND USE or THIS SPACING 24.0 N COMPONENT FOS ANY PARTICULAR /1ILOIRG IS TME ILESPOISJOIL171 Of THt BUILDING DESIGNER. PER SaCtRIDG0i0, CA 95SU ANSI/TPI ..19RR SECTI RCPET-RIDGE CONST/PETRALIZ - 721 N :HORD 20 DF -L #1 :MORD 2x4 DF -L #1 N WEBS 20 DF -L Standard THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. IN LIEU OF RIGID (4SHEATHING USE PURLINS IU UKALL Iu @ 24.00" OC, BC DEFLECTION MEETS L/240.00 LIVE AND 1,/180.00 TOTAL LOAD. LATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. 0 m ca 0 W4X4 s 71 A O a Pr A W1.5X4 0 a W2X4 (A 1) s cw WU4(Al) a z rz i< -2-0-0--j w Lc -2-0-0--j -9 -0 9 Lc 4 9 4-9-0 I 9-6-0 Over 2 Supports ) R-606 W-3.5' R-606 N=3.5• c� o, PLT 7YP. Have TPI -95 R Des1 n Criteria: TPI STD 01 ••YARNING•• TRUSSES Rf0U1RE EITRENI CAIS IM FABRICATION, IAIOlIH6. SHIPPING. IRB, INSTALLING +UID OTr BRACING. REFER TO HIB -91 IN LING INSTAIIIBG AND BRACING), PUF00.35AIETT PRACt ICHED By TPI E6UPRIORAI. INSTITUTE. bD� D'Otl0FR10SUITE 200. MADISON. YI 57719). cl' INSTITUTE. THESE FONCT10R5. ONLESS OTMENHISE INDICATED. TOP CH690 SHALL HAVE PROPERLY ATTACHED O STRUCTURAL PANELS. BOTTOM CHORD SHALL NAYS A PROPERLY ATTACHED RIGID CEILING. (/G. C'V .-IMPORTANT** FURBISH A COPT OF THIS DESIGN TO THE IIISTALLAT101 CONTRACTOR. AlPltl[ AILUREEI 0 PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ART DEVIATION FROM THIS DESIGN; ANT FAILURE T BRACING E TRUSSES 11 COTME SMD SI VITS "fOIHS WITH APOR PLICABLE PROVISIONS OF NOS TING- MANDLINS. G(NATIONALI DESIGN A L P I N E SPECIFICATION PORlI3HED 81 THE AMERICAN FOtEST AND PAPER ASSOCIATION) AND TPI- ALPINE SPECIFICATION ARE MADE OF ROW ASTM A6SJ GR60 GALV. STEEL, EtCEPT AS NOTED. APPLY CONNEC[O0.3 TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON T115 0[SIGR. POSITION COtlYECTOtS PER OAL ORAYINGS 160 A•1. THE SEAL ON THIS PHASING INDICATES ACCEPTANCE Of SUITABILITY USE Of SEE. Alpin i:T1g temd Products L30, COMp0IEITIFORYANY LPLARTICMULAREI11101N6 ISnjSS OTHE TRESPONSIBILITY OF THE BUIl5160- DIN810ESI6NE0.5EP EH THIS $H�q CA 95828 ANSI/TfI 1.1995 SECTION E. -7 - W. fm. C 58005 E,qL 5-80.2002 Aug 20 1999 TC_71� \ . COUN 7 Ns JILL NG DepApTUEN (itINN 4 „r CA/-/1/-/-/R/- TC LL 30.0 PSF TC OL 10.0 PSF BC OL 7.0 PSF BC LL 0.0 PSF TOT.LD. 47.0 PSF DUR.FAC. 1.15 SPACING 24.0 Scale -.375'/Ft. REF R427--51721 DATE 08/20/99 D R W CAUSR427 99232021 CA -ENG AEB/GWH SEAN - 17550 ' FROM SS * CONST PETRAt17 T22) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 5 DIMENSIONS) SUBMITTED BY TRUSS MFR. (RUPEI-RID6E / TnP CHORD 2x4 DF -L #1 IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE TC N i CHORD 2x4 DF -L 1 @ 24.00" OC, BC ® 72.00. OC. c�A WEBS 2x4 DF -L Standard DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. N p :AYES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. 10 PSF BC LIVE LOAD PER UBC. I 0 c.o 0 z W1.5X4 UI 7 r 3-10-5 ,cry off - .V `G tC� 8-0-0 •A ' W1.5X4 10 w w W2X4(A1) w z z U - w, U [.!--6.-0-0 Over 2 Supports-- R -493,W-3.5` R-231 �pppov� PLT TYP. Wave TPI-95NR Design Criteria: TPI STD CA - 1 - - R - Scale -.3750/Ft. ••WARNING•• TRUSSES 0.EOUIlE EXTREME CARE IN FABRICATION. dANDl100, SHIPPING. INSTALLING AID , ti TC LL 30.0 PSF REF R427--51722 6D BRACING. REFER TO 8I8-91 (HANDLING INSTALLI116 AND BRACING). PUBLISHED BY TPI (TRUSS PLATE rn ENSTITOTE. .1S 11"Nonlo 0R.. SUITE IDD. RAOISON. NI SDT19), f0R SAFETY PRACTICES PRIOR TO TC OL 10.0 PSF DATE 08/20/99 PERFORMING TIES[ f..CTI ONS. UNLESS OTHINYISE INDICAIEO. TOP CHORD SHALL HAVE PROPERLY ATTACHE STRUCTURAL PANELS, BOTTOM CHORD SNAIL HAVE A PROPERLY ATTACNCD RIGID CELLING. C=; ••IMPORTANT•• FOIN)SN A fAPT OF TRIS O[SIGN TO THE INSTALLATION CONTRACTOR. AL►INE EOGINEER BC DL 7.0 PSF DRW CAUSR427 99232022 N PRODUCTS, Inc. SHALL NIT BE RESPONSIOLE FOR ART OEIIATION FROM THIS DESIGtl. ANT ►ALLURE TO NO. C: 66005 13U Ito THE TRUSSES IN CONFORMANCE WITH TPI; 02 FABRICATING, HANDLING. SHIPPING, INSTALLING AND E•Np.B40-2009 BC LL 0.0 PSF CA=ENG AEB/GWH C9 ALPINE - BAACINB OF TRUSS". THIS DESIGN CONFORMS PITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE ANERTCAN FOREST AND PAPIR ASSOCIATION) AND TPI. ALPINE Aug 20 1 999 CONN ECTOIS ARE NAD[ OF 20GA ASTM AGSS GRAD QALY. STEIL, EICEPT AS NOTED. APPLY CONRECTORS TO * TOT.LD. 47.0 PSF SEQN - 17522 EACH FAC[ Of TRUSS. AND UNLESS OTNE0.NISE LOCATED ON THIS DESIGN. POSITION CDNN[CTO IS PER DRAYltlG3 300 A•E. IL THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING —/' CIVIL P BUR. FAC. 1.15 FROM S$ I AIPIne E09ir CMd P-dllaa, Ino. COHPONENTIF00. ANI1.LPARTICU1 DRLAREBU[LD1 GTRUSS I SOTHE RESPONSIBILITY OF THE BUILDING NENT DESIGN SHOW.IDESIGNER. PER TT AND USE Of INIS q%� _ BBatmento.CA95928 ANSI/TPI I-IR9s SECTION 2. GWr SPACING 24.0° s This safety alert symbol is used to attract your attention PERSONAL SAFETY ISINVOLVEDI When you see this symbol - BECOME ALERT - HEED ITS MESSAGE. ACAUTION: A CAUTION identifies safe operating practices or indicates unsafe conditions that could result in personal injury or damage to structures. HIB -91 Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, (INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES ° It is the responsibilitvofthe installer(builder, building contractorr, licensed contractorr, erector or erection contractor) to properly receive, unload, store, handle, install and brace metal plate connecLd 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 trussesfor 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 contractoris advised Ato obtain and read the entire booklet "Commentary and Recommendations for Handling, Installing & Bracing Metal Plate Connected Wood Trusses, HIB - 91" from the Truss Plate Institute. DANGER: A DANGER designates a condition where failure to follow instructions or heed wam- ng will most likely result in serious personal injury cr death or damage to structures WARNING:. A WARNING describes a condition A where failure to follow instructions could result in Jsevere personal injury or damage to structures. TRUSS'PLATE INSTITUTE 583 D'Onofrio Dr., Suite 200 Madison, Wisconsin 53719 (608)833-5900 truss industry, but mLst, due to the nature of responsibilities involved, be presented as a guide forthe use of a qualified building designer or installer. Thus, the Truss Plate Institute, Inc. expressly disclaims any responsibility for damages arising from the use, application or reliance on the recommeidations and information contained he rein by building designers, installers, and others. Copyright 0 by Truss Plate Institute, Inc. All rights reserved. This document or any part (hereof must not be re)roduced in any form without written permission of the publisher. Printed in the United States of America. CAUTION: All temporary bracing should be no less than 2x4 grade marked lumber. All connections should be made with minimum of 2-16d nails. All trusses assumed 2' on -center or less. All multi -ply trusses should be connected together in accor- dance with design drawings prior to installation. °TF2U8$$TORAGE'' CAUTION: Trusses should not be unloaded on rough terrain or un- even surfaces which could cause damage to the truss. ACAUTION: Trusses stored horizontally should be supported on blocking to prevent excessive lateral A CAUTION: Trusses stored vertically s:iould be bending and lessen moisture gain. braced to prevent toppling or tipping. AWARNING: Do not break banding until installation DANGER: Do not store bundles upright unless begins. Care should be exercised in banding re- A properly braced. Do not break bands unti bundles moval to avoid shiftingof individual trusses. are placed in a stable horizontal position. AWARNING: Do not lift bundled trusses by the bands. Do not use damaged trusses. DANGER: Walking on trusses which are lying flat ® is extremely dangerous and should be strictly Jprohibilted. Frame - 50" 1 /4" TOP CHORD UHTCR 1/2" ;CHORD; DIAGONALBRACE. 3/4" MINIMVIVIM! LATERAL E SPACING (DBS) , SPAN TSP�/DF SPF HF Up to 24 3/12 8' 1 17 1 12 1 Over 24'- ZVI 3/12 7' 1 10 1 6 Over 42' - 3/12 6' 1 6 1 4 Over 54' See a registered professional engineer A� , - ----- — § -01F -§-''-'''' Spruce -Pin"'- eFI Diagonal brace also requ ked on end verticals. - Top chords tbac are laterally braced can buc tie togetherand cars: collapse inhere isnodiago- nalbracing. Diagonal bracing should be naVed to the underside cf the top chord when purlins are attached tc the topside of the top chore 0 -4e 12 3 or greater I I All lateral braces lapped at least 2 trusses. Continuous Top Chord Lateral Brace Required 10" or Greater Attachment I Required A WARNING: Failure to follow these recommendations could result in I severe personal injury or damage to trusses or buildings. A PLUMB Truss I Depth D(in) 12" 1 1/4" 1 1' 24" 1/2" 2' 36"— 3/4" T 48" V 4' 60" 1-1/4" 5' 1 96" 1 2" 1 8' 1 108" 1 2" 1 9' I T ±r4' L(in) BOW Length L(in) ........... Lesser of L/200 or 2" L(in) Lesser of L/200 or 2" Lesser of /D/50Dr2"— Maximum plumbMisplaceme-it Line ............ .....................L(in). .. 200" 1" 16.7' 250" 1-1/4" 20.8' 300" 1-1/2" 25.0' OUT -OF -PLUMB INSTALLATION TOLERANCES. OUT -OF -PLANE INSTALLATION TOLERANCES. DANGER: Under no circumstances should WARNING: Do not cut trusses. construction loads of any description be placed A A on unbraced trusses. Frame 6 50" 1 /4" 4.2' 100" 1/2" 8.3' 150" 3/4" 12.5' ............ .....................L(in). .. 200" 1" 16.7' 250" 1-1/4" 20.8' 300" 1-1/2" 25.0' OUT -OF -PLUMB INSTALLATION TOLERANCES. OUT -OF -PLANE INSTALLATION TOLERANCES. DANGER: Under no circumstances should WARNING: Do not cut trusses. construction loads of any description be placed A A on unbraced trusses. Frame 6 1':AWARNING: Do not attach cables, chains, or hocks to the web members. 600� or less A 60' or, less Tag Approximately Llne '/� truss length I- a Approximate -y Tag '/z truss lerg h Line Truss spans less than 30'. Spreader Bar Toe In Spreader Bar Toe In Approximately Less than or ecual to 60' Approximately 1/2 to 35 truss length Less than or equal to 60' 'x Ie 1AWARNING: Do not lift sirgl'etrusses with spans greater then; 30' "3y the peak. Lifting devices should be connected to the truss top chord with a closed-loop attachment utilizing materials such as slings, chains, cables, nylon strapping, etc. of sufficient strength to carry the weight of the truss. Each truss should be set in proper position per the building designer's framing plan and held with the lifting device until the ends of the truss are securely fastened and tempo- rary bracing is installed. I Tag a Line Tag Line Strongt F ck/ Sprea=;erBar Toe In At or above 4__ mid -height Tag Tag Line Line E 10 d 1- Apo-oximatelr 1 Y3tc. v.truss length Greater than 6G' CAUTION: Temporary bracing shown in this summary sheet Is adequata for the Installation of Atrusses with similar configurations. Consult a registered professional engineer it a different bracing arrangement is desired. The engineer may design bracing in accordance with TPI's Recommendeci Design Specification for Temporary Bracing of Metal Plate Connected Wood Trusses, DSB-89, and in some cases determine that a wider spacing is possiale. .GROUND BF��,CIMG �U(LDING ,EXTERIOR ; 1 TyFicaln horizontal tie mutipe atakea (HT) Frame 2 DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir 9 8 \�0� diagonal brace for cantilevered trusses must be placed on vertical webs in line with the support. End diagonals ai�ssgntial fo stability and must be duplicate both ends of the truss system. WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or ouildings. A Top chorda that are laterally braced can buckle tog etherand cause collapse if there is no diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. Nq if NO All lateral braces lapped at least two End diagonals are essential for stability and must be duplrcatedpon both ends of the truss system. =45° Frame 5 Continuous Top Chord Lateral Brace Required 10' or Grea Attachment Required - 3'/2u Trusses must have lum- ber oriented in the hori- zontal direction to use this brace spacing. TOP CHORD TOP CHORD OIAGONALBRACE, MINIMUM LATERAL BRACE SPACING (DBs) SPAN DEPTH SPACING(l Bs) #trusses SP/DF :;SPF/HF:. Up to 32' 30" 8' 16 10 Over 32 - 48' 42" 1 6' 6 4 Over 48'- 60' 48" 1 5' 4 2 Over 60' 1 See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir 9 8 \�0� diagonal brace for cantilevered trusses must be placed on vertical webs in line with the support. End diagonals ai�ssgntial fo stability and must be duplicate both ends of the truss system. WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or ouildings. A Top chorda that are laterally braced can buckle tog etherand cause collapse if there is no diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. Nq if NO All lateral braces lapped at least two End diagonals are essential for stability and must be duplrcatedpon both ends of the truss system. =45° Frame 5 Continuous Top Chord Lateral Brace Required 10' or Grea Attachment Required - 3'/2u Trusses must have lum- ber oriented in the hori- zontal direction to use this brace spacing. Top chords that are laterally braced can bu.kle togetherand cause collapse if there is no diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chod. =4V3 1 l• DF -Douglas Fir -Larch SP - Southern Pine HF -:Hem-Fir SPF - Spruce -Pine -Fir Continuous Top Chord All lateral braces Lateral Brace —� lapped at least 2 1 Required trusses. �- 10' or Greater I _ L Attachment Required u, r� 13101r Il (� WARNING: Fal luretofollow these recommendations, c*uIdresuIIn severe personal injury or damage to trusses or buildings. A SP - Southern Pine . ............. TOP CHORD Mill DIAGONAL;BRACE CHORp PCE DIAGONAL BRACE SPACING (DBS M•1NIMUM LATERAL BRA CE- SPACING (DBS PA SN; PITCH SPACING(LB #trusses Yh ,:. 2.5 7' 17 1 12 ....... 3.0 6' I Up to 32' 12 8 20 15 1 Over 32'- 48' a/12 6' 10 7 1 Over 48'- 60' 4/12 1 5' 6 1 4 1 Over 60' See a registered professional engineer DF -Douglas Fir -Larch SP - Southern Pine HF -:Hem-Fir SPF - Spruce -Pine -Fir Continuous Top Chord All lateral braces Lateral Brace —� lapped at least 2 1 Required trusses. �- 10' or Greater I _ L Attachment Required u, r� 13101r Il (� WARNING: Fal luretofollow these recommendations, c*uIdresuIIn severe personal injury or damage to trusses or buildings. A DF - Douglas Fir -Larch SP - Southern Pine TOP CHORD SPF - Spruce -Pine -Fir MINIMUMS TOP ,CHORD' DIAGONAL;BRACE togetherandcausecollapseifthereisnodiago- bracing. Diagonal bracing PITCH LATEFIAL BRACE SPACING (DBS AN SPAIIN DIFFERENCE PA #trusses] are attached to the topside of the top chord. Required a Up to 28' 2.5 7' 17 1 12 Over 28'- 42' 3.0 6' 9 1 6 Over 42' - 60' 3.0 5' 1 5 13 Over 60' See .a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir Top chords that are laterally braced can buckle Continuous Top Chord togetherandcausecollapseifthereisnodiago- bracing. Diagonal bracing nal should be nailed Lateral Brace to the underside of the top chord when purlins All lateral braces are attached to the topside of the top chord. Required a lapped at least 2 �— trusses. 10° or Greater Attachment Required i ?q. eft li:5° Frarre 3 Top chords that are laterally braced can buckle togetherandcausecollapseifthereisnodiago- bracing. Diagonal bracing nal should be nailed yrs to the underside of the top chord when purlins are attached to the topside of the top chord. 12 ---- 1 4 or greater s - `?0. 40 , S/ Bottom chord diagonal bracing repeated at each end of the building and at same spacing as top chord diagonal bracing. Up to 32' 1 4/12 is, 20 16 Over 32'- 48' 4/12 1 is, 10 1 7 Over 48'- 60' 4/12 1 1 S' 6 1 4 Over 60' See a registered professional engineer DF - Douglas Fir -Lar -;h SP - Southern Pira �15 HF - Hem -Fir L1y SPF - Spruce -Pin -3-F! " All lateral brazes lapped at least 2 trusses. WARNING: Failure to follow these recommendations could reSL It in severe personal injury or damage to trusses or buildings. A X. / Cross bracing repeated 110 �, at each end of the ^ss building and at 20' intervals. r Permanent continuous lateral bracing as specified by the truss engineering. \�y' =450 1 4�5 \ I 411 U Frame 4 I' LAND DEVELOPMENT OROVILLE / BUILDING / ENVIRONMEN TH, - PERMIT CLEARANCE Building Permit No. OWNERS NAME P�� i�-S`J-j A) PRINT LAST NAME FIRST ADDRESS/ LOCATION:` "T k -('p Lu (_14 S A.P. /� ? NUMBER D � — 0/J COUNTY ZONING DESIGNATION: .91. FLOOD MAP: FLOOD ZONE: APPROVED: CONDITIONALLY APPROVED: RESOLVE PROBLEMS PRIG O APPROVAL: PARCEL CREATION BY DEEDS OR MAP DEED INFORMATION: DATE OF CREATION: DEED REFERENCE: LEGAL ACCESS PROVIDED: YES NO LEGAL ACCESS REQUIRED: YES NO COMPLIES WITH COUNTY STANDARDS FOR DEED CREATION: YES NO COMMENTS/CONDITIONS: MAP INFORMATION: IP/" 0/Ui� ag -E DATE OF RECORDING: Z / -3 LOT % BOOK /,`/3(C.LLSPAGE 9 —79 COMPLIANCE WITH OLD S DIVISION LOT ORDINANCE REQUIRED? (MAP RECORDED PRIOR TO BOOK 17 OF MAPS AT PAGE 23): YES NO. IF YES, MARK APPROPRIATE ITEM(S) BELOW: A. Construct road to B. Meet parcel size required by zone. C. Meet current E.H.D. requirements. CHECK SPECIAL CONDITIONS WHICH APPLY TO MAP: ALL FEES TO BE PAID TO THE BUILDING DIWS/ON UNLESS OTHERWISE NOTED. 1. Maintain a 50 ft. building setback from centerline of road. _ 2. Maintain a ft. building setback from right-of-way/centerline —3. Comply with Zoning code for building setback from road. 4. Maintain a 100 ft. leachfield setback from all existing wells. —5. Maintain a ft. leachfield setback from —6. Pay water tender fees in the amount of $ to Battalion Number of the Butte County Fire Department. X7. - Meet the Fire Safe Regulations of Butte County and P.R.C. 4290. —8. Connect to a public water supply. —9. Conned to a public sewer system. 10. Automatic fire suppression sprinkler systems shall be installed in all residential structures in accordance with the National Fire Protection Association Standard for the installation of sprinkler systems in one and two family dwellings and,mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet Fire Department specifications, serves the parcel. _ 11. Pay T.D.D. (Thermalito Drainage District) fee in the amount of $ _ 12. Meet the requirements of the Department of Fish and Game for the preservation of oak trees. (See phone number below) —13. Obtain approval from the Department of Fish and Game for vegetation removal. Contact Fish & Game at 916-355-7010. —14. A traffic mitigation fee for each new or additional living unit shall be paid. Pay the amount of $ as stated in the Oroville Area Traffic Mitigation Fee Agreement. Payment to be made to the Planning Division. _ 15. All new residential buildings shall be constructed to comply with the requirements of the Uniform Building Code for seismic safety. Mobile homes shall be constructed on a permanent foundation system which complies with the Seismic Zone 3 requirements of the Uniform Building Code. _ 16. Deer Mitigation fees are to be paid, if such fees have been adopted by the Butte County Board of Supervisors. X 17. Pay school impact mitigation fees. X 18. A development impact fee for sheriff facilities shall be paid pursuant to the provisions of Chapter 3, Article II of the Butte County Code. _ 19. Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988 as amended. —20. If any cultural resources are encountered during ground disturbing activities, all work shall cease in the area of the find pending examination of the site by a professional archaeologist. This person would then be able to assess the site significance and suggest appropriate mitigation measures. 21. 22. 23. 24. 25. 26. AIa 1N3Wd013A30 ON111 3. U18 j0 AINn00 66619 z dVW a3AW03?i LD 6/98 FORMS\BLDG PERMIT CLEARANCE AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DMSION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 Oa3 otq,-19 CONY of Document Recorded 26 -Oct -1999 1999-00 Has not been compared with original BUTTE COUNTY RECORDER AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT - FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: Date_ AO -119- % % PROPERTY OWNERS: State of California ) County of V(.- t J 7--0 Y" ) On CST (Ci q q before me, I f2 J1 • 4JtV &__7f- AJQ L v / C_ personally appeared 0 . - /�AL 1/9 4"'PrkAtL % c7'2!4 L-14 lmewmtom{or proved to me on the basis of satisfactory evidence) to be the person(s) who _ name(s) is/bscribed to the within instrument and acknowledged to me that he/she/�executed the same in his/her eir authorized capacity(ies), and that by his/her ei signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instru t, WITNESS my d and official s Sinature 4�� ti g Seal: CYNTHIA A. LAVERY / / Commission # 1126467 Notary Public — Colltomlo A.P. # . Q (gQ —ASO o- S Ventura County MY Comm. Expires Feb 9. 2001 92-59144 EXHIBIT "A" All that certain real property situated in the County of Butte, State of California, described as follows: PARCEL1: Lot 386, as shown on that certain map entitled, 'PARADISE PINES COUNTRY CLUB ESTATES UNIT NO. 4", recorded in the office of the Recorder of the County of Butte, State of California on October 27, 1971, in Book 38 of Maps, at pages 69, 70, 71, 72 and 73. EXCEPTING THEREFROM all minerals, oil, gas, asphaltum and other hydrocarbon substances with provision that nay and all mining operations shall, be done from orifices outside the surface area of the land described herein and that no damage shall be done to the surface of said land. PARCEL 2: A non-exclusive easement over Lots A, B, C, D, E, F, G, H, I, J, Y, L and M, (the common areas) of said Paradise Pines Country Club Estates Unit No. 4 and the lots designated for common and recreational areas as described in the Declarations of Annexation for Units IV, VI, VIII, X, XI, XII, XIII, XIV, XV and Country Club Estates Units No. 1, 2, 3 and 4 as described in Parcel 3. Fee title to the real property described in Parcel 2 shall be and is vested in the hereinbelow referred to Association for the common use and enjoyment of the owners of lots in Paradise Pines Country Club Estates Unit No. 4, and in any other tracts heretofore and hereafter annexed, as more fully set out in the said Declaration hereinafter referred to. PARCEL -3: A membership appurtenant to the lot described as Parcel 1 hereof, in the Paradise Pines Property Owners Association, a non-profit corporation, the fee owner of the common areas. SUBJECT TO: 1. Covenants, conditions, restrictions, reservations, rights, rights-of-way and easements now of record. This conveyance is made and accepted and said property is hereby granted upon and subject to that certain Declaration of Covenants, Conditions and Restrictions recorded on September 4, 1970, in Book 1632; page 578 of the Official Records of said County, amended by an instrument recorded on October 16, 1970, in Book 1639, page 433 and an instrument recorded on March 16, 1971, in Book 1663, page 348, of the Official Records of said County and the Declaration of Annexation for Paradise Pines Unit IV, recorded on October 16, 1970 in Book 1639, page 437 and the Declaration of Annexation for Paradise Pines Unit VI, recorded on October 16, 1970, in Book 1639, page 440 and the Declaration of Annexation Cw - ny . 9 14 4 � for Paradise Pines Unit VIII, recorded on November 4, 1970, in Book 1642, page 210 and the Declaration of Annexation for paradise Pines Unit X, recorded December 15, 1970, in EXHIBIT 'W' Page 2 Book 1649, page 528 and Declaration of Annexation for Paradise Pines Unit XI, recorded on June 10, 1971, in Book 1680, page 206 and the Declaration of Annexation for Paradise Pines Unit XIII, recorded June 28, 1971, 'in Book 1683, page 399, the Declaration of Annexation for Paradise Pines Unit XII, recorded. August 9, 1971, in Book 1692, page 306, the Declaration of Annexation for Paradise Pines Unit XIV, recorded August 9, 1971, in Book 1692, page 304 the 'Declaration of Annexation for Paradise Pines XV, recorded September 30, 1971, in Book 1704, page 143, the Declaration of Annexation for Paradise Pines Country Club Estates unit No. 1, recorded November 18, 1971, in Book 1713, page 605, the Declaration of annexation for Paradise Pines Country Club Estates Unit No. 2, recorded November 18, 1971, in Book 1713, page 607, the Declaration of Annexation for Paradise Pines CountryClub Estates Unit No. 3, recorded November 18, 1971, in Book 1713, page 609, the Declaration of Annexation for Paradise Pines Country Club Estates unit No. 4, recorded November 18, 1971, in Book 1713, page 611, all recorded in the Official Records of the Butte County Recorder and the covenants, conditions, rights, restrictions, easements, reservations, benefits and burdens therein contained, each and all of which are hereby expressly incorporated by reference as though set out herein in full. OF UMEMT . AND WHEN RF,.CORDED MAIL TO: BUTTL COUNTY BUILDING DMSION 7 COUNTY CENTER DRIVE OROVILLE, CA 95%5 III III I' I� II'I � III�'I' I'IIIII "'I 1999—��c♦5a70 Recorded Official Records I REC FEE 13.00 I CONFORM CoBunTTE f .00 I CANDACE J. GRUBBS Recorder ROSEMARY DICKSON j Assistant I Nikki 09:13AM 26 -Oct -1999 I Page 1 of 3 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, sprayi`ag, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: -546 -/4Trn -4�o Date A0 t9— % J PROPERTY OWNERS: State of California�/) County of V C:- AJ T-0 r" ) On before me, I.YT C --IL V, AJ o personally appeared 0— ,PC --79 7-2/4 Lr 4 person e{or proved to me on the basis of satisfacto evidence) to be the person(s) who a names) is/bscribed to the within instrument and acknowledged to me that he/she/�executed the same in his/her eir uthorized capacity(ies), and that by his/herV-eisignature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instru WITNES4myd and official s Sinature g Seal:OMy CYNTHIA A. LAVERY Commission # 1126467 Z Notary Pubiic — Califomio Ventura County A.P. # C�i9�D - ;��d- ®'j 3 Comm. Expires Feb 9, 2001 92-59144 EXHIBIT "A" All that certain real property situated in the County of Butte, State of California, described as follows: PARCEL1: Lot 386, as shown on that certain map entitled, "PARADISE PINES COUNTRY CLUB ESTATES UNIT NO. 4", recorded in the. office of the Recorder of the County of Butte, State of California on October 27, 1971, in Book 38 of Maps, at pages 69, 70, 71, 72 and 73. EXCEPTING THEREFROM all minerals, oil, gas, asphaltum and other hydrocarbon substances with provision that nay and all mining operations shall be done from orifices outside the surface area of the land described herein and that no damage shall be done to the surface of said land. PARCEL 2: A non-exclusive easement over Lots A, B, C, D, E, F, G, H, I, J, K, L and M, (the common areas) of said Paradise Pines Country Club Estates Unit No. 4 and the lots designated for common and recreational areas as described in the Declarations of Annexation for Units IV, VI, VIII, X, XI, XII, XIII, XIV, XV and Country Club Estates Units No. 1, 2, 3 and 4 as described in Parcel 3. Fee title to the real property described in Parcel 2 shall be and is vested in the hereinbelow referred to Association for the common use and enjoyment of the owners of lots in Paradise Pines Country Club Estates Unit No. 4, and in any other tracts heretofore and hereafter annexed, as more fully set out in the said Declaration hereinafter referred to. PARCEL 3: A membership appurtenant to the lot described as Parcel 1 hereof, in the Paradise Pines Property Owners Association, a non-profit corporation, the fee owner of the common areas. SUBJECT TO: 1. Covenants, conditions, restrictions, reservations, rights, rights-of-way and easements now of record. This conveyance is made and accepted and said property is hereby granted upon and subject to that certain Declaration of Covenants, Conditions and Restrictions recorded on September 4, 1970, in Book 1632; page 578 of the Official Records of said County, amended by an instrument recorded on October 16, 1970, in Book 1639, page 433 and an instrument recorded on March 16, 1971, in Book 1663, page 348, of the Official Records of said County and the Declaration of Annexation for Paradise Pines Unit IV, recorded on October 16, 1970 in Book 1639, page 437 and the Declaration of Annexation for Paradise Pines Unit VI, recorded on October 16, 1970, in Book 1639, page 440 and the Declaration of Annexation z 92-59144 for Paradise Pines Unit VIII, recorded on November 4, 1970, in Book 1642, page 210 and the Declaration of Annexation for paradise Pines Unit X, recorded December 15, 1970, in EXHIBIT "A' Page 2 Book 1649, page 528 and Declaration of Annexation for Paradise Pines Unit XI, recorded on June 10, 197 1, in Book 1680, page 206 and the Declaration of Annexation for Paradise Pines Unit XIII, recorded June 28, 1971, in Book 1683, page 399, the Declaration of Annexation for Paradise Pines Unit XII, recorded August 9, 1971, in Book 1692, page 306, the Declaration of Annexation for Paradise Pines Unit XIV, recorded August 9, 1971, in Book 1692; page 304 the Declaration of Annexation for Paradise Pines XV, recorded September 30, 1971, in Book 1704, page 143, the Declaration of Annexation for Paradise Pines Country Club Estates unit No. 1, recorded November 18, 1971, in Book 1713, page 605, the Declaration of annexation for Paradise Pines Country Club Estates Unit No. 2, recorded November 18, 1971, in Book 1713, page 607,, the Declaration of Annexation for Paradise Pines CountryClub Estates Unit No. 3, recorded November 18, 1971, in Book 1713, page 609, the Declaration of Annexation for Paradise Pines Country Club Estates unit No. 4, recorded November 18, 1971, in Book 1713, page 611, all recorded in the Official Records of the Butte County Recorder and the covenants, conditions, rights, restrictions, easements, reservations, benefits and burdens therein contained, each and all of which are hereby expressly incorporated by reference as though set out herein in full. END ®F nOCUMEMT �r MINOR VARIANCE BUTTE COUNTY PLANNING COMMISSION SEP 7 1999 DATE ►0 MKI a, i U a I. .066-250-013 ASSESSOR'S PARCEL NO. Pursuant to the provisions of the Zoning Ordinance of the County of Butte and the special conditions set forth below: Thomas Norlie is hereby granted a Minor Variance in accordance with application filed, to allow Minor Variance to allow a structure 3 feet into a 15 foot rear yard setback located at 13602 Lucas Court off of Woodbury Drive, Paradise Pines. Failure to comply with the conditions specified herein as the basis for approval of application and issuance of Permit, constitutes cause for the revocation of said permit in accordance with the procedures set forth in the Butte County Zoning Ordinance, including Butte County Code Sec. 24-62. 2. Minor changes may be approved administratively by the Directors of Development Services, Environmental Health, or Public Works upon receipt of a substantiated written request by the applicant, or their respective designee, Prior to such approval, verification shall be made by each Department or Division that the modification is consistent with the application, fees paid and environmental determination as conditionally approved. Changes deemed to be major or significant in nature shall require a formal application for amendment. 3. A Minor Variance shall lapse and shall become void one year following the date on which the Minor Variance became effective, unless prior to the expiration of one year, a building permit is issued and construction is commenced and diligently pursued toward completion on the site which was the subject of the Minor Variance application. 4. The terms, and conditions of this minor variance shall run with:the land and shall be binding upon and be to the benefit of the heirs, legal representatives, successors, and assigns of the Permittee. Conditions of Approval: . Obtain necessary permits through the Butte County Building Division and the Butte County Environmental Health Division. 2. Applicant must also comply with all other applicable State and local statutes, ordinances and regulations. ,&u.rdvi�l, NOTE: Issuance of this Minor Variance does not waive requirement of obtaining Building and Health Department permits before starting construction, nor does it waive any other requirements. Butte County Planning Commiss' Chairman CC: Land Development Division Building Division Health Department Department of Forestry APPROVED Develoment Plan DATE SEP 7 199? - USE PERMIT VARIANCE ✓ „ ,Y MINOR U.P. ADM.PERMIT_._,_ PLANNING COMMISS. v DIRECTOR OF DEVELOPMENT SERVICES Lor O \ ` •,� •� -� s _moi i T E . }�. L�A N • O4PCP t 3S(N TReeg I� — L car % gra T o G^� GuRr �J U4 tk ivtSlon MAY��195 �Y�T�IJ�OZL:I� cf�oa, C btJ ra SaaIG Ing Division l 18 1599 'ViVYii�Vol�l/4i1 V 1i(f!i September 7, 1999 Thomas Norlie 569 E. 18 St. Chico, CA 95928 '6'atte count LAND OF NATURAL WEALTH ' AND BEAUTY s� PLANNING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7601 FAX: (530) 538-7785 CERTIFIED MAIL. Re: Minor Variance Permit, AP 066-250-013 Dear Mr. Norlie: Enclosed is your validated Minor Variance No. MVAR 99-06 to allow Minor Variance to allow a ' structure 3 feet into a 15 foot rear yard setback. Should you have any questions regarding this matter; please contact this office between 8:00 a.m. and 4:00 p.m., Monday through Friday. Sincerely, Thomas A. Parilo Director of Development Services Paula Atterberry Office Assistant III Enc. cc: Land Development Division Building Division Environmental, Health Department of Forestry