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040-280-085
040-230-055 00-3052 PIERCE, LOWED\' j�-1�� ll/' 3 MIDWAY, D MANI CONTR: OWNER /a - 3%' 0) NEW SINGLE FAMILY RESABDRM NWES RESIDENTIALi 040-280-085. 00-3052 PIERCE, LOWELL ; ql-t�S MIDWAY, DURHAM { CONTR: OWNER NEW SINGLE FAMILY RESABDRM OFFICE COPY Addre s —q \ V Meter By ` ' DatIeQ` - •- �' E Meter By paln 1 1510 • I,� r • • `h lir SPECIAL CONDITIONS CHECKED BY j' SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. Y -- iA'L—tPtS�€CSION ITEMS 'a USE PERMIT CONDITIONS SUB-STANDARD HOUSING LETTER 0(Gf-�'tnc�l 4y,a°°plvvcl. op con he men -k i00h c. G7vlf tAr p n • � I i JOB FINALED (Date) •� ' Q i Signature 6f / / = OK 0 = Not OK - = Not Applicable RESIDEtMAL* (Single & Duplex) = Not Ready 9 Date nderfloor (Plans) OK except #'s mg -Setbacks -Easements -Flood -Slope iOoo'Ftg., Main; Soils-Elec. Grnd.-/ /" tg. Depth tg., Garage; Soils-Steel-Ele rnd.-/ P' Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ P' Ftg. Depth 5. Stemwalls, Main; Ste el-Blockouts-Wrapped 6. Stemwalls, Garage; Steel -Blackouts -Wrapped 6a. HO Downs and Special Anchors blols'lab, Steel -Wrapped i 8. Piers -Fireplace Ftg.-Steel i . D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 1A--Wa'ter Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date .34Z34,01 Card B•1 Date Card B-1 Card B -1'J, Date ' Card B-1 DatC Date p Card B- , Date Card 6-1 PkGMBING (Permit) OK except #'s 400"Ext. Steps -Door & Sidelight Protection -Landings ater Htr.; Vent -Access -Combustion Air Baffle poke Detector 18. Water Pipe; T t & or ail Protection - edroom Exiting DNVV.; t Fittings & Anchor• ail r tec I. & Bath Fixtures & Tub Access -Spa �/J 20. Shower Pan; Test, First Floor -Tub Access 4&.. S irs & Rails 21.' Test Tub & Shower, Second Floor -Tub Access Fireplace or Stove, Clearance -Hearth 22. Gas Pipe; Sixe & Anchors fe'Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance Date 5;131 Card B- - Date Card B-1 Date 4_37 64. Duct in Garage -Damper Card B-1 Date Card B-1 Date Ib., Elec. & Mech. Equip. Listed for Location ECTRICAL (Permit) OK except #'s Elec. Receptacles in Garage (F.F.I.)•Romex Protection t F' ture & Transformer Clearance -Ins. Protection 2 Etec. Receptacles Spacinq•Lights & Switches at Doors ize Boxes & No. of Conductors Stapled ,Romex Installed Close to Edge of Studs & C.J. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 2 Appliance Circuits in Kitchen & Conductor Size GFIZ. 29. Subteed Wire Size / / ga. Cu or AI-A.C. Wire Size / / g C r Al 30. Range Circle / . / ga Cu or AI -Oven Circ. / / ga Cu or At Insulated Neutral Q Yes O No 31. Service -Riser Conductors & Ground Main Disconnect 32. Equip. Clearances Panels-Motors-Mech. Equip. '33. Clothes Closet Light -Shower Light -Spa Light Smoke Detector Date y 1 401 Card B-1" Date Card B-1 Date ) G' Card B-1 ef2Date Card B-1 Date MECHANICAL (Permit) OK except #'s 3 A.C. Duc nsulation & Support 3 Ve an, Exhaust above insulation r f 1 ondensate Dra & Overflow, Size & Grade 3A. Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet 3 . Attic Access & Platform if Furnace in Attic Date fij',a o%- Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date I FR NG (Permit) OK except #'s 0. Si Proper Materials & Anchors alls Studs -Nailing Spacing & Braces- Sound Bearing WAS over GiWjLs & Floor Nailing aff op in Walls at pro 1001 - F' Stops, Furred Ceilings -Stairs - Headers P. Beams -Size B Date FRAMING (Continued) — 4 gers-Post Caps -Anchors -Connectors Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rfng. -AIL—Fireplace Ties or Type A Flue -Fireplace Throat Clearance 4 is Access; Size & Romex Protection -Draft Stop -Ins. Baffles 5 ' Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 51, Garage Fire Protection Framing L V. property Line Firewall & Openings Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits -°A c* yrs; Width -Headroom -Rise -Run -Landing -Fire Protection 54 Plywood on Roof Overhang -Attic Vents -Rafter Outriggers , Siding -Nailing Veneer J ). Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 8 Gla ' Area-Glas ec n•Skylights-Plastic hear Walls; Nailing -f& ,60. Brace Interior/Exterior Wall Panels 1 i //L L'% 62. Infiltration -Walls -Windows Da -e Card B•1 Date Card B-1 Date 6_V7'_ /f Card B-1 406Z Date Card B-1 Date FINAL (Plans) OK except #'s 400"Ext. Steps -Door & Sidelight Protection -Landings poke Detector Furnace Vents -clearance -Comb, Air -Connector - In rage; Above Floor-Ducts-Mech. Protection edroom Exiting I. & Bath Fixtures & Tub Access -Spa lec. Trim & Subpanel, Breaker Sizes & Labels 4&.. S irs & Rails Fireplace or Stove, Clearance -Hearth .;L4. E . Outlets at Wood Panel, Int. & Ext. fe'Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance Outlets & Receptacles at Kit. Counter -7c. A Garage Fire Door; Swing -Landing -Closure 4_37 64. Duct in Garage -Damper q n Wtr. Htr.; Vents -Clearance -Comb. Air Connector- P. R.V. �o,z 1,1i\ll(�l► • in arage; Above Floor-Mech. Protection Ib., Elec. & Mech. Equip. Listed for Location Elec. Receptacles in Garage (F.F.I.)•Romex Protection nsulation•Foam•Looked in Attic -Oe'7 Guard Rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor O Yes 82. Fojowing Instld./Drive J Yeso/Walks J Yes J No/Planters D Yes J No 3 co Brown -Finish A.C. Unit Disconnect, Electrical -Plumbing 8 Vents Above Roof, Plbg- Appliance- Fireplace -Clearance to Openings a -b9,- A ffer Well D' tonne Electrical, Plumbing for Elec. rim, G..' eceptacle•Underground 8 roughout House Glass Protection -@,8" orrections from Previous Inspections G Test -Meters Tagged, Gas -EI 4200'W"Oerr & Sewer Connected -C/O to Grade -HD Approval E rgy Compliance Certificate -Other Certificates Address Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: V=OK 0 = Not OK - = Not Applicable • = Not Ready MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s Zoning Requirements -Setbacks -Easements 1. Zoning Requirements -Setbacks -Easements Footings; Soils -Size -Depth -Spacing -Connectors -Steel 2. Soils; Special MH Support Sketch Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 3. Sewer; Location -Test -Fall -C/O -Concrete Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Frg-Bracing 4. Water; Location -Test -Easement Needed (Sketch) Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete Carports; Windows -Doors 6. Gas; Location -Test -Wrap;-/ /" L'ft. / /'Nat. or/ /"L"ft./ PLPG Electric 7. Well Clearance & Disconnect Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 8. Utility Clearance Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 1. 4. Electricity; MH Test -Crossovers -Breakers -Clearances 2. 5. Drain; MH Test -Fall -Flex Connector 3. 6. Water; MH Test -Regulator -Connector 4. 7. Water and Sewer Connected -C/O to Grade -HD Approval 5. 8. Gas and Electricity Tagged 6. 9. Tie Downs -Type -Installation Cert. 7. 10. Exits; Insp.-Sketch 8. 11. Cert. of Occupancy 9. 12. Permanent Foundation Only; License Decal 10. Plumb.; Cir. Test -Water Supply Test Date Light Niche Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 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- Pane lboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 LOERKE INSULATION,CO., INC. DESCRIPTION OF INSTALLATION 4. ROOF INSULATION CERTIFICATE Material Brand Name Thickness (inches) Thermal Resistance (R -Value)_ 2 CEILING Batt or Blanket Type_Fbetglass ' ' Brand Name Johns Manvil Ttdckness (inches) l 3 , 0 D Thermal Resistance (11 -Value). Loose Fill Type Fiberglass Brand Name Johns Manville Contractods rnin. Installed weight/ft sq. ©. 95 b, Minimum Thickness I c . R5 Manuf aurer's installed weight per square foot to achieve Thermal Resistance (R Value) 4. EXTERIOR WALL Material -_ Fit glass gens t ' Brans{ Name Johns Many9l Thickness (mcbes)-3. Thermal Resistance (R -Value) 4. RAISED FLOOR Material _ FIh=Iass gaffs' , , Brand Name Johns Manville " Thickness (inches) , < Thermal Resistance (R -Value) 5. SLAB FLOOR / PERIMETER Material Brand Name. Thickness Thermal Resistance (R -Value) Perimeter Insulation Depth (inches) 6. FOUNDATION WALL Material Brand Name -Thickness (inches) Thermal Resistance (R Valto) DECLARATION I hereby cerW tmat the above insulation was installed in the building at tti�ee above kKatk M" the current EtTicierm� Standards or res'glermUd bum s (Tr-24,Part 6, Ca Regulations) as indr d on the rertiflcate of oomWwA, whom pplcable. C.L.64m5o LOERKE �T(eMWdna e , i General CON $Fqneture. e —Ttern mature, Date Inches. .07 -n CO„ INC. Z•d-, 09S91680C9 3W1,'*03 wouu-inswI 3)1830-1 "' dTb:b0 TO 90 '400 INTER -DEPARTMENTAL MEMORANDUM tv TO: BUILDING DIVISION, OROVILLE FROM: ENVIR. HEALTH, CHICO DATE: RELEASE ENV. HEALTH HOLD ON BUILIANG FINAL F0 A -kc -41 OWNER NAME: _ - -SEPTIC: AP#: ,/-)'i 0-- —&4d�5— ADDRESS/LOCATION: //l�'/�d�e�3/' -- f.�u G�/ ✓a-� Comments: GUmemos/releasehold r'�� , . '.i l � . _sm KNOW ilr, r � 1twliil�T© ,� ►_' �_ 11 �1 ��.. N ♦ /' i tom► i�l� � Date / Ll' L REV 10/92rI"T) Inspector Z) I R 41' . '.x Y ........ . ...: • COUNTY OF BUTTE h:. -A BUILDING DIVISION , DEPARTMENT OF DEVELOPMENT, SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530):538-7541 } CORRECTION NOTICE# OWNER P RMIT NO. 4 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, f? this office immediately. --' 4pleantact � •V 1 Ic .3� G r'�� , . '.i l � . _sm KNOW ilr, r � 1twliil�T© ,� ►_' �_ 11 �1 ��.. N ♦ /' i tom► i�l� � Date / Ll' L REV 10/92rI"T) Inspector Z) I R 41' . '.x Y 7flUOUNTY 77 OFBUTTS BUILDING DIVISION -_ DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CIC • (530) 538-7541 CORRECTION NOTICE `# OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above ddress and should be corrected. Please notice this office when correction of work is corn, eted. If you have any questions pertaining to this.matter, or need additional explanation, r �Ise contact this office immediately. Date , l Q Inspector REV 10/92 ................COUNTY OF BUTTE........----......- ... . BUILDING DIVISION.. , , , , DEPARTMENT OF DEVELOPMENT'SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 a 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 _ A 1. �M.. CORRECTION NOTICE >r �� oo-"oSZ PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify 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 Z Inspector REV 10/92 iw.I�'1e+.r �-.�.�,�.�'yia�""�9.�7�r�:.°''Mrd'�"c�F..�-•'-+rtH"�i�.i'�`+�?�'�'� COUNTY OF BUTTE t BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street - Chico, CA-,! (530) 891-2751 r- 7 7 County Center Drive - Oroville`CA - (530)'538-7541 CORRECTION NOTICE t. 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, pleas costa is office immediately. /1/167 C %fes Co1lG! COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411- Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE _ OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, 3. please contact this office immediately. ; ' x 4 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 NOTICES PIL�nCC / �(1.-305 �b 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. �.x A- lot c>To'- Corm e -67/-,,P,, s - _ pu7' Of 5l/i i c.N /laic 147 Z24,kz 7'a N 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 } 'Iij1cL" /9(j- 3o5-1';� OWNER PERMIT NO. 'J s .i 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. jf you have any questions pertaining to this matter, or need additional explanation, _t pleaseco act this office immediately. y 1a, h 1 <0 V/rlG' Date V REV 10/92 :; A r> �-ay"_►�,._-tet--rte• ;,;�,r� - r 9� COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE OWNER PERMIT NO:• :_y A routine inspection indicates that the following violations of butte county Ordinances exist of 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 c tact this office immediately. LI&DW14 NVn s t"f - LiL Je r) U" 5/1 y i�.. ,a+ l/�j ; x t' ae/a/ n. �� • `� �e c c (SIO.-% �� , . �� sad //9 /� � s `J��� • F-X L1 p���R 2�J1( 34 40 .: Li • t - - l3 �l�J' G _ x Ji Date Inspector REV'10/92 `yAO COUNTY OF BUTTE h' BUILDING. DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 5384541 r OWNER CV CORRECTION NOTICE PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the ` above address and should be corrected. Please notice this office when correction'of work is. completed. If you have any questions pertaining to this matter, or need additional explanation, Please contact this office immediately. Y vel )r--764w s. 1:- - tw Y' d COUNTY OF BUTTE BUILDING DIVISION{ DEPARTMENT OF DEVELOPMENT SERVICES _ 411 Main Street • Chico, CA • (530) 891-2751 kw 7 County Center Drive • Oroville, CA • (530) 538-7541 f. CORRECTION NOTICE -, OWNER P PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this.office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. Y �T R' pit i4 k- �4 i a; Date �v�� Inspector r REV 10192 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7'County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 ERYIT NO. (Rev. 12/96) APPLICATION AND PERMIT 00 ASSESSOR PARCEL NUMBER ZONING SR1 BUILDING PERMIT OWNER TELE89PHONE SQ. FT. OCC. BUILDING VALUATION . OWNERS MAIUNG ADORES 2314 TURNTREE CR., DURHAM CA 95938 1948 R 105 192.00 882 U 15 876.00 CONfRACTOOR'S NAME TELEPHONE J 245 C 3,185.00 CONTRACTORS MMAJUNNG ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace A 1,500.00 Total Valuation $ 125,753.00 ARCHITECT OR ENGINEER UCENSE NO. -Filing Fee $ 20.00 Permit Fee $ 730.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDINGADDRESS- Energy Plan Checking Fee $ 23.00 PERMIT FEE S 1948- LOT NO. SUBDIVISIONS NAME � PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 I USEOFSTRUCTURE SF EX Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.0091 Solar or heat pump water heater 23.00 Water piping fry- 15.00 15 00 Each as water heater or vent 15.00 TYPE OF WORK New IR Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NEW SINCLE FAMILY RF.STD .N , . 4 BRM Gas piping system1' - 5 outlets 15.00 Building sewer 15.00 15 00 Mobile Home I S I G W Q2o.00 PERMIT FEE S 171.00 ELECTRICAL PERMIT Fling Fee 20.00 Main Service coov oR LEss zoOA OR LESS 3 23.00 2 00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.POWER License Class -13Lic. No. Z��9I 7 OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that l am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the _Xerformance of the work for which this permit is issued. 20 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 in rance carrier and policy number are: Carrier ._ Policy Number (The above sections need not be completed If the permit Is for work of a valuation of one hundred dollars ($100) or less.) 131 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forth it comply with those p isions. X Date /�P 2� f� Sig toe of Applicant - Crbwner b Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or costruction of structures over 3 stori, in fight. .� �, Main Service TO 10ooA 46.00so NEW CONST. DWFiLING OCCUP. W OR ADONS. a ACC. S. SO 3.5¢FT. 99 Q5 �oN Aa,o ' MULTI -O11 UTLETRCUI @7.50 APPARATUS a SINGLE OUTLET CIS. OUTLET OR FIXTURES 200x.50 Ex. Occu s„L @ ,50 Ex. Occup. Gas A' o,o.',, 5.00 Temporary Service 23=23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 165.05 MECHANICAL PERMIT Fling Fee 20.00 Heating 1 t5.00 15.00 Cooling 1 25.00 25.00 Hood 6.50 6.50 Ventilation 3 4.50 13.50 PERMIT FES $ 80.00 Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00 Occ R3 U corer. TYPE VN TOTAL FEE $ 1710.05 ,,,,�. D. IMP FLOOD X cDF ca HD -SUE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have (j By PERMIT EXPIRES ON I the applicable provisions Resolutions to do work been paid. / ate , C C ILL)w Receipt No. 3 13 Oma$" s J9. � WHITE-D.D.S.-B.D. ANARY-ASSESSOR PINK -INSPECTOR GOLDEN F10 -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (530) 538-75MIT NO. APPLICATION AND PERMIT (Rev.12/96) AooeswRPAflCdNV1f8l11 (/� _ Lg�_ D �� 7 zO" BUILDING PERMIT OWN" O �iI 4-4-ii T S 3133 SO. FT. OCC. BUILDING VALUATION OWNrrs MAu n ADDRE7S ` n `� Z COWRACTOR'S MW 0,4 eJ •� 1 Y G 5f R.5- OONTRACTmv MA&M ADDRESS CONSTAUCTM UMER U:► gn LVAM AMPM __. - _ Fireplace Total Valuation = 'wCWMCTORENMWAR O' —Sling Fee S 20.00 ARC,WMCT OR o+owEExs MA JNQ ADOAEU Permit Fee E ,3p„5 D Plan Checking Fee $ SULOMADDRIESS ! Energy Plan Checking Fee E 3 5 PERMIT FEE LOT No. oLeavlsloNeNAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.001 (qyl USEOFSTRUCTURE Solar or heat pump water heater 23.00 ❑ Duplex 0 Mobilehome O Other Water piping 15.00 °PW"r Each gas water heater or vent 15.00 / TYPE OF WORK Gas lin stem 1 - 5 outlets 15.00 Ne.C/I] Addition ❑ Remodel O UNGdes O Installation O Other O Building sewer 15.00 Mobile Home I S I G I W @20.00 Describe Work: .., PERMIT FEE t ELECTRICAL PERMIT Filing Fee 20.00 _ Main Service =.' u`ss 23.00 ' Main Service 20" TO 100" 48.00 3 CONST. DWELlJNO DCCUP, so. OA ADDNS. B Z i ACC. eLDS. 3.50:7. NtW GQ ID. MULTFOunxT @7.50 ' POWER APPARATUS a SINGLE OUTLET d0. 7 /J EX. Occup. OVTIV OR RCTUAES 200 1.00 eAl. 9 .so �o APPVB. oR Ex. OCCU OU OUTLETS ES10. EA 5.00 Temporary Service 23.00 'L3 Mobile Home. Facilities 20.00 I Misc. Wiring23.00 PERMIT FEE _ *PERMIT %� MECHANICAL PERMIT Filing Fee 20.00 FEE PAID $ Heating��' /s SRA $ Cooling'L� Z SHERIFF � Hood 8.50 ,� s__ °? Ventilation OTHER $ - � PERMIT FES t Mobile Home Installation Fee = Energy Inspection Fee bO au wNST. Tri TAL FEES AMOUNT RECEIVED NAz .fE W D COP PAR .� This permit is hereby issued under the ap cable provisions of the Butte County Code and/or Resolutions to do work *RECEIPT NUMBER � �� Indicated above for which fees have been paid. * TO BE PUT INTO COMPUTER By Date _ PERMIT EXPIRES ON �o COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 SCHEDULE OF FEES DUE OWNER ` 0'-J to f e -I1( -C -t A. P. # ZID" � 6CO -' 0 Cjr - PROPOSED BUILDING USE *,' .BPERMIT FEES I t � Z ' os— =DWG -- HIT-= '�' -7 e Due .... :........... $ -- Additional Fees Due ........... $ -- Additional Fees Due ........... $ - Revised Plan Checking Fee ....... $ SCHOOL DISTRICT FEES paid at District Office) 6../13. SHERIFF FEES (paid at Building Division) esidential ........: 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. DATE RECEIPT # DATE RRECNJ % —�1 f� RECREATION DISTRICT FEES (paid at District Office) gk_ a -D Suet ov 0_J �c4__.' 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. o _ APPLICANT DATE %7-40 Pursuant to Government Code Section 66020, you are hereby notified that items 2,3,4,5,6,8,9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Div. 2nd Copy -Applicant 3rd Copy - Owner (Rev. 2/97) COUNT OBOUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 •PERMIT APPLICATION DATA SHEET l 1q49 OWNER: to AS'SE'SSOR PARCEL R:' I --V / / Proposed Building Use: Y /3.y 5M lVe.J Building Inspector: Date: I Z - Z7- Z ��' •� At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: Date Received By ❑ 1. All items have been submitted-------------------------------------------------------------------------------------- lot plans, 3/4 sets, signed by the preparer of plans. ----=- --='- j' -- S- ---=-------------------------------- complete plans, 3/4 sets, signed by the preparer of plans. _-----------------------------p------� f f, �t ✓r 114. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on ❑ 5 Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ 06. Energy.Design Compliance and supporting documentation. ---------------------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. --------------------------------------------------------- ❑ H ardour Material Form.-----------------------------------------------------------------------.-Y-------- a:actur�ed Home data and installation instruc ' including Tie Down Specifications.------------------ � Fof $ --,=1 -�-•2 _�----------------------------------------------------------- -1401 "pact fees as shown on the attached schedule. ---------------------------------------------------------- lifornia Department of -Forestry plan approval/fees.-------------------------------------- G ❑ 3. Flood elevation certificate.------------------------------------------------------------- 4. Sanitation and plot plan approval Health Department. -- ---------------------------------- ❑ 15. C' of Chico plumbing permit.------------------' - - -------- -- - -------------=-------------------------- ❑ Plot plan and business license'approval from the City of Biggs: ------ ------------------------------ 7. Planning approval for (A) Use: (B) Parking: ------------------- 8. Contact Land Development about glinprovements, ❑ Drainage, Kegal Parcel. ----------------- . Encroachment Permit for driveway (construction approval prior to occupancy). --------------------- 020,. Pre, ection for required Request to Building Ins�`ecto�-on �. C/dntractor's license information. (Number, Name Style, Classification). ----------------------------- fE322. Workers' Compensation carrier and policy number. ----------------------------------------------------- ❑23. Owner -Builder Verification (Given to owner ❑, Mailed to owner E3) - --------- --------------------- etter of signature authorization. -------------------------------------------------------------------------- 5. Recorded copy of Agricultural Acknowledgment Statement. -4'-1------------------------------------- r 026. Letter of intent on building use.---------------------------------------------------------------------------- ❑27. Manufactured Home utility clearance.-----------------------------------------------------------. ❑28. Existing violation and/or expired permits. ------------------------------------------------------ ❑29. 0433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ 030. Other: n J� lur (Date) en you issue th t, rocess as follows ❑ Mail to owner, []Mail to contractor. elephone 13 and hold for pickup at C `%l/ o office. ❑ Deliver with inspector. S7YLc./C-1`: I��V! Gln/ IlItl Z�o/ �D. � LDate: Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire. Department, ❑ Air Pollution Date: Copy of plan sent ❑ Health Department, ❑ Fire Department, ❑ Oth Date: f 1. Index permit application for the above items numbered:. -Platin Check List 2. Additional items required: „ ,/." Contractor, designer, owner, was advised of the above required data by ❑ phone, mail, ❑ Building Division counter, by ate: 4 -OI 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, o mail, ❑ Building Division counter, by Date: Plans Plareviewed by: Date: � • 'T • o I Plan approved by: Date: Z • Z7TT_ Sets of plan on ho d in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. E.H. USE ONLY Plot Plan Attached Floor Plan Attached Sent to B.O. TO: Building Depart t CC FROM: Environmental Health JU, SUBJECT: Sanitation Clearance 6/00 to c0 P7" /�VL P.A�7� &/Ac Owner Location AP# Plan Approved for: Sewage Disposal Water Supply: Public ✓ Private Well Clearance for dwelligg. Other Hold final for: rance O.K. for: NOTE: Environmental Health Specialist 6/96 PF) In i 1 Date wrh�0�m eGreauh7k ;PAF► -r -I `,, BUTTS COUNTY PARRS DBVELIFICATION FORK S Assessor Parcel Number (s)- "�^"r� "" X 11 �� Property Owner �• �•�. .L 1w���;, Project Location/Address t T.^ +- Mi v- I m 1 Residential Development: (check one) y`New Development Alteration/Addition Total Number of Dwelling Units I Comment: Building Department Representative 19 LA 9 s . f �q . I.0q Mobilehome(s) 'Non-Rdsidential to Residential _ �?-0 Date Chico Area Recreation and Park District(CARD) certifies that 1113 Applicant Name) (Phone Number .r 2 -1 kf 1 01 �,e e (Street Address) i..trt l) (City) State) (Zip Code) has complied with the requirements of Butte Co. Resolution No. 90-140 by t•- payment for ( d*L*l �°i f 1}89 for total payment of f4ik.JAi �'e YL41C�f�/ 1 ix, �t/f �CA?D Representative ' Date oa? PAID BY CHECK NO. /< - REMARKS: BANK N0. `"� �j •C7. PAID BY CASH RECEIPT NO. Distribution: White --Applicant Pink --CARD I park.fec (form revised 11/90). Yellow --Butte Co. Building Dept. Goldenrod --City of Chico Building Dept. BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FOR (One form per Building) School District �� Building Department No. A.P. Number O Kl' / Jurisdiction: city County Property Owner Q_cU L LI! /0 G Property Location/Address Subdivision Lot No. .............................................................................................................. Residential Development Q Sq. Footage /0 No of Living Mobile Home Addition/ 'Supplemental to (Group R) Units Installation Conversion Permit # *(No foundation inspection): CommerciaVIndustrial . KJ— ArMitinn (Floor//Plans reviewed by School District Personnel District Identification No. �zmef-H - oy/ %// &D Sq. Footage f (Including Exterior Roofed Areas) Date School District certifies that (Applicant) �D Ry 89s-1113 (Street Address) (Phone. Number) 9s1�a (City) (State) (Zip Code) has complied with the requirements of Resolution No. representing % square feet. School District Representative Paid by Check # Remarks: iso by payment of $ ' 3 x e-? 3, Td 1p�B 2926 $ FULL MITIGATION $ Date Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 660201a), 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 ICEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school- district) feeform.xls (10/98)dmm P .: AN I3E�VV RESPONSE FORM r d return this form with our re- in order to expedite the review of yo please complete the following inf;,nnat't� Y �bmitW, this form is not complete, as to all correction items, we will not -be able, to acc pt yo -submittal for review. 'There must $ response to every item requested in our plan correction letter. "By other' is not considered a valid response. Please indicate yc response to each item and the location where the information can be found on the planstcalcs. ATTACH THIS FORM TO A COPY OF YOUR PLAN REVIEW LETTER AND RETURN WITH REVISED AND ORIGINAL PUNS. OWNERS NAME DATE: L.O WSL. 9 L I lBQC.E ASSESSORS PARCEL NUMBER IPERMIT NUMBER X40- 280 -Ons 00 -3052 RESPONSE FOR PLAN CHECK LETTER DATED: Zoo( PLAN CHECK REM 0 RESPONSE BY. LOCATION ON PLANS/CALCS: i rtIM p.�ILL�� FoUNDA-TtotA PLAW - SIFT. I�2 COMMENTS: S<55�W 3' S0.. PTGS. Q�(OV�D�TION PLAN PLAN CHECK ITEM N 2. RESPONSE BY: LOCATION ON PLANS/CALCS: AiIACHRD To PLANS COMMENTS: > 7i-hCtt D A CO OF TIS -U95 SUBMITTAL �_ialr gW S16ale9 e, G VZG t -r-7, L PLAN CHECK ITEM # RESPONSE BY: 3 ��M MIl.Lg� fL16VArT10N5 LtZ PLAN - 51+1. 1 COMMENTS: 'rL IZ PLAN) fsLFWAI 1 ONS PLAN CHECK ITEM N RESPONSE BY: _ ' LOCATION ON PLANS/CALCS: 4 Tim, MkLL?'P_ A-gACttD rto KWS COMMENTS: Ss- g 2FV� S€n gtq?, p6lf cALC� Wil ictA 1k 5 kn'4Vc-{1Fll TO PL CK ITEM 0 RESPONSE B7: S TIS 1 ON /Pr ON N . GREGORY A. PEITZ ARCHITECT 1907 MANGROVE, SUITE "E", CHICO CA 95926 (916) 894-5719 r PROJECT: I have reviewed the truss submittal for the above project and all loading design criteria have been met. Gregory A. eitz . Architect January 4, 2001 Lowell Pierce 2314 Turntree Ct. Durham, CA 95938 ' � 1 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Parcel Number: 040-280-085 Building Permit Number: 00-3052 This office reviewed building plans for the permit application referenced above. The plans examiner's comments are listed in Part I below. Please respond in writing to each comment in Part -I by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Indicate which detail, specification or calculation shows the requested information. Additional response information is included on the response form. Your complete and clear response will expedite the recheck and approval of this project. If more than one party is responsible for plans, all party's must respond on the PLAN REVIEW RESPONSE FORM. PART -I Provide additional information and/or make revisions to plans, specifications and calculations as follows: Provide foundation design for girder truss loads over 5000 pounds. Provide letter from architect that he has reviewed and approved the truss calcs per his lateral design. X'Elevation.views for the front and rear of this structure differ from the floor plan in regard to window and door types and sizes. Revise. P ubmit revised energy calcs for correct, single orientation. (East). This plan is neither a ered plan nor is it located in a subdivision. Correct window sizes. These differ between plans and calculations in all orientations. �. Review of the building plans by the Butte County Building Division engineer has not been completed at this time. Any additional comments from the engineer will be addressed in separate correspondence. Please wait till you hear from the engineer before you resubmit. Plan check will continue Apt receipt of all of the above items. Addl'Ronal comments may be generated from your response above where the plan documents were incomplete, inconsistent or not adequate to depict lode compliance.. If you wish to discuss any requirements, you may contact me at (530) 538-7541 between 1:00 P.M. and 4:00 P.M., Monday through Fridays. PART -II The items identified below must be submitted prior to permit issuance. These items were noted at the time of permit application on the PERMIT APPLICATION DATA SHEET. 1. Complete and return you School Fee Form 2. Complete and return your Park Impact Fee form 3. Provide clearance from Environmental Health department. 4. Balance of building permit fees is $1132.05 Sincerely, Martha Whitney Plans Examiner cc: Greg Pietz PR0C-ECT PROCESSING RF�:ORD0, APPLICANT: f P,�C k:-/ OWNER: •. PERMIT #: A. P. WORK DESCRIPTION: DATE 1,.4.of ;.q '01 Ccs dY� 0 RESIDENTIAL PLAN REVIEW GUIDE . SINGLE FAMILY, DUPLEXAM ' MISCELLANEOUS ONLY r ,Owner: �IPX� Building Permit Number: Plans Examiner. 1 A P. Number: 28D M5 GENERAL: _ ....... 1. Zoning requirements — (number of permitted living units). Building permit valuation. Plans signed by the designer. X" Proper description of work.on the application. Existing violations on the property. Recorded notice of violation. PLOT PLAN: ,1! Complete parcel size and dimensions. 2. Setbacks, side yard, easements, btc. 3. Other buildings or structures. - 4. Grading, fills and/or drainage. 5. Flood hazard_ 6. Special conditions on Parcel Map (Noise, SRA, Fire Sprinklers, Water Tender, Traffic and Drainage fees)... 7. FAU & FAS road setback. 8.. Building or utilities across lot lines (record form). FW OR PLAN: /1' Plans and specifications drawn to scale with dimensions and of sufficient clarity (Uniform Building Code section 106.3.3). X 10% of natural light and 5% of ventilation (Uniform Building Code section I203). Egress windows (Uniform Building Code section 310.4). ft! Skylights (Uniform Building Code'section 2409 & 2603.7). ,5' Glazing in Hazardous locations (Uniform Building Code section: 2406). ,6r Required room sizes and ceiling heights (U " rm Biulding Code section 310.6). ,Y. GFCI in baths, garage, kitchen; wet ba%' and 6i1eii&receptacles (NEC 210). ,1d' Prohibited locations of gas 'water heaters (Uniform Pbiianbing Code 509& 1213.5). ;,9' Prohibited locations of gas heating equipment (1163Ao Mechanical Code 304.5_ ). Garage fire«all separation - ruined on garage side mda'dirig supporting wails and posts (Uniform Building Code section 302.4 exception #3)`% Wood stove location - Alcove clearance (UMC section 205 confined space & 223 unconfined space). Smoke detectors (Uniform Building Code section 310.9:1). . Water closet clearances (Uniform Plumbing Code 408.5). JA' Shower compartment minimum 1024 sq. in. & 30" circle (Uniform Plumbing Code 412.7). Page 1 of 2 STRUCTURAL DETAILS: 1 r 1. Conventional construction - Unusually s�buiild'(Uniform Building Code section 2320.5.4). 2J* Standard bracing or engineered design �Jnifonn Building Code section 2320.11.3). Cleiestory requiring balloon framing and/or engineering. Three story building requiring engineered calculations and plans. Foundation plan complete enough to construct building. 21NZGL �Yr%uev 6 ' Floor construction details complete enough to construct building. ` Elevations and wall construction details complete enough to construct building. E(p,1 a io-tj V (Gu) 5 Roof construction details complete enough to construct building. f8-�,y�-y� tz �l 19.Rafter ties or bearing ridge beam. W (/,&�� 0-f-4-��, .9: Fireplace construction details and calculations if necessary. . 1:)Garage door header size(s). r'eur Porch header size(s). . Stud heights. Expansive soil – special foundation design required. Retaining walls requiring design. 16: Special Inspection requirements. 17 er sizes.. .d p ae_ Ay- (� ypsum wallboard nailing inspection required. MISCELLANEOUS ITEMS: Stairway details – landings, rise and run, head clearance, handrails (Uniform Building Code section 1606).- Guardrails 006):Guardrails (Uniform Building Code section 509). .::.Brick or stone veneer (Uniform Building Code section 1403). * Exterior plaster.– weep screeds (Uniform Building Code section 2506.5). Roof pitch for roof covering (Uniform Building Code Table 15-B-1& 2,15-D-1 & 2). _ - Rngf covering type = (fire hazard). Foam insulation – protection. 36". halls and stairways (Uniform Building Code section 1004.3.3.2). Two exits on three – story dwellings (Uniform Building Code section 1004.2.3.2). erfloor access and ventilation (Uniform Building Code section 2306.3 & Und2306.7). Vii- Attic access and ventilation (Uniform Building Code section 1505). 3 s Combustion air for fuel burning appliances – LPG regi&ements. - � d requirements. . . 24-ergy design compliance and supporting documentation. Flashing at all exterior openings. YYU� ,1,6--CDF responsible area requirements. C&ton �l build' g Permit requirements: r�evlfA� SRA. n l 2. C9 �eJe-© �►'1 Flood elevation certificate. _ C Orl" - WI r-dp-L;�) !&I ZeS Fire Sprinklers required. - COYlr�Gi- orierl%A-1-1 ®n Special Inspection requirements. , . f i ridgy 5i ZPS on P JQ nS Use Permit conditions. W Sub -Standard Housing letter. CN rr . 0IR est V/ COGS t/Y1 01,1 I ro u r- O r 1 el? � Page 2 of 2 i 266.6' PROPOSED HOUSE Ig48 PLAN GONG. DRIVE d�0 • .Na 9 LOT 8x4'10 s ft. �' _ 'fir a' B T PLAN P y rz-pv BUILDING 282Q sq.. ft.. � COVERAGE 5% I "=401_0" VEL) PARCELI LUT G ICE -GOO -WY A P E I T Z PIERCE FANnY TRUST ARCHITECT for: 393 Rio Undo Ave. Chico, CA. 95926 (530) 894-5719 PIERCE CONSTRUCTION DURHAM CALIFORNIA To: V—U-1 EHS eptic Well From: CHICO ENV. HEALTH ❑ APPROVED ■ CONDITIONALLY APPROVED ❑ RESOLVE PROBLEMS PRIOR TO APPROVAL PERMIT CLEARANCE ermit #: 0 O Genera/In/brmab�on Owners Name: �w��-t- // izd-6 Owners Address: Date: /P 4Z —66 AP#: Parcel Acreage: t A L Building Site Address: 1444 7 Propertylnlnrmalron � ' 1 r Permit Type: ❑Agriculture Building []].Commercial ❑Ind ustrial Mobile Home SFD Residential Accessory ❑ 2nd Dwelling ❑ Multi -Family >2 units per parcel Septic El Well ❑ Other Zone District: S �� Date of Zoning Ordinance: 9 2 General Plan: �'� Development Agreement: Use Permit: Variance: Parcel Is In: Land Conservation Agree Ment No ❑ Yes, check use Minimum Acreage: ' Nitrate Action Plan @jNo ❑ Yes Violation Area No ❑ Yes Specific Plan ❑"No Yes ❑ Chico D2N ❑ Cohasset Enterprise Zone jo No ❑ Yes, check use Floodplain No ❑ Yes � —10Zone: Panel Number. No ❑ Yes Watershed Protection Zone Proposed Use Complies With: ❑ General Plan ❑ Zoning Pr000sed Use Reouires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Accessory Building Use Commerdal/Industrial/Multi-Family Uses: Parking: ❑ Parking Requirements are OK as Shown ❑ Other Landscaping: ❑ Landscaping Requirements are OK as Shown ❑ Other Road and Drainage Improvements Required: ❑ No ❑ Yes Acolicable Setbacks: Zoning Code Highways Fire PrqffWn Subdivision Ma Front Side I O C R- ERECEIVED Side street Rear ' D Heioht LAND DEVELOPMENT Dry, OROVILLE, CALIFORNIA Environmental Health Issues: Septic Permit Review: Well Permit Review: Land Development Review: .4,a -z$ -8s AgricuRureAffidavit Required ❑ No ❑ Yes Designated Well Site ❑ No ❑ Yes Drainage Plan (Com/Ind/Multi) ❑ No ❑ Yes ., Parcel Created by: ❑ Deeds Date of Creation: Legal Provided: Deed Reference: Leg Required: Parcel Frontage on Publicly Maintaine2Road No ❑ Yes, Road Complies with County Standards for D❑ No ❑ YesComments: ON9 S!LVc.TVV-6 ? L 1 E0 -r HAS �Z E�nac ' Map Date of Recording: ❑ No ❑ Yes ❑ No ❑ Yes Book: 9 Z Page: I &-t 9 ❑ Verify Legal Parcel ❑ Verify Legal Access ❑ Provide Creation Deed ❑ Comply with conditino. of conditions of approval for the ❑ Obtain a Certificate of Compliance (See Planning Division for application).. ❑ Construction across property lines is not permitted (See Land Development for a Merger Application/Lot Line Adjustrnent). ❑ Comply with Old Subdivision Lot Ordinance (Maps Recorded Prior to Book 17 of Maps Page 23). ❑ Construct road to ❑ Meet parcel size required by zone ❑ Meet current EHD requirements. ❑ Other General Comments: AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 COPY of Document Recorded 16 -Jan -2001 2001-0001609 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: PARCEL 2, AS SHOWN ON THAT CERTAIN PARCEL MAP, THE RECORDER OF THE COUNTY OF BUTTE, STATE OF 1983, IN BOOR 92,.OF MAPS, AT PAGES 18 AND 19. Date / Z /0 PROPERTY OWNERS: W. P �31 RECORDED IN THE OFFICE OF CALIFORNIA, ON JANUARY 25, State of California ) County of BUTTE ) On 01/12/01 before me, DEE PALMER, NOTARY PUBLIC f personally appeared **LOWELL W. PIERCE AND DEBORAH S . PIERGE===personally (mown to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whoik name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/th y executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the rson(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my d and o/ffIcial seal DEE PALMER Signature `� — Seal: 0. '� Comm. #1185035 C 0R NOTARY PUBLIC CALIFORNIA Q v J- BUTTE COUNTY J My Comm. Expires June 22, 2002 A.P. # 040-280-085-000 AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 o6 "�6 62r Recorded I REC FEE 7.00 OfficialYYRecords I CONFORM .00 Count f BUTCANDACE CONFORM .00 J. GRUBBS I Recorder I ROSEMARY DICKSON I Assistant I Vickie 09:00AM 16 -Jan -2001 I Page 1 of 1 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT I 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: PARCEL 2, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON JANUARY 25, 1983, IN BOOK 92 OF MAPS, AT PAGES 18 AND 19. Date / //Z /o / State of California County of BUTTE Al?r)DRDTV r)IXTKMDC On 01/12/01 before me, DEE PALMER, NOTARY PUBLIC personally appeared **LOWELL W. PIERCE AND DEBORAH S. personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/th y executed the same in his/her/their authorized capacity(ies), and that by his/her/their Asigna,s) onthe instrument, the rson(s) or the entity upon behalf of which the persons) acted, executed the instrument.WITNESS mofficial seal. DEE PALMER Signature 0 _ Seal: O Comm. #1185035 � NOTARY PUBLIC CAUFORNIA Q v BUTTE COUNTY -+ My comm. Expires June 22, 2002 A.P.# 040-280-085-000 i •�SG.i� ES:',7�i:(.. ...'�i.:�L'l.i?:1�',si �'.•�"�`'r'�":iyF }. ,1 ...' ... •• ,• .140.3' �y�` . '� • , ' � ' c ; 1 PROPOSED HOUSE 4; I... 1 1g48 PLAN a PRN)VED e County ith Envy menial Heg - ±` N GONG. DRIVE 1 IL 111 ISI.8 ENWRONPAENTAL HEALTH 2000 p y Chico, Califomia N LOT 43"184 sq.'ft. ,JITLAN F�U'ILDING 282q ,5q•-. Ft. - ' Y 5 PARCEL.. 1 LOT G R E G Q R Y A....=P E I T.Z ` PIERCE FAMILY TRUST 1 A' R C H I T. E C. T CONSTRi%1 CTI 1 S83 2lodo Asa mke. CAc 9S9Z6 ( �4 5719 PIERCERHAM CAUFORWA.. t _ I CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R ------------------------------- Project Title.......... 1948 Plan Date..02/06/01 10:05:32 Project Address........ ******* -*v5. 10 Documentation Author... Marty Runnelis ******* Energy Calculation Services 1907 Mangrove Avenue, Suite E Chico, CA 95926 530-894-8466 Climate Zone........... 11 Compliance Method...... MICROPASS v5.10 for 1998 Standards by Enercomp, Inc. MICROPASS v5.10 File -0046552 Wth-CTZ11S92 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Servic Run -1948 SF Res. -Submittal GENERAL INFORMATION Conditioned Floor Area..... Building Type .............. Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Stories.......... Floor Construction Type.... Glazing Percentage......... Average Glazing U -value.... Average Glazing SHGC....... Average Ceiling Height..... 1948 sf Single Family Detached New Front Facing 90 deg (E) 1 1 Slab On Grade 16.5 0 of floor area 0.57 Btu/hr-sf-F 0.66 9.3 ft BUILDING SHELL INSULATION Component Frame Cavity Sheathing Total Assembly Type Type R -value R -value R -value U -value Location/Comments Wall Wood R-13 R-4 R-17 0.063 Wall n/a R-13 R-n/a R-13 0.088 Door n/a R-0 R-n/a R-0 0.330 Roof n/a R-30 R-n/a R-30 0.031 SlabEdge n/a R-0 R-n/a Front F2=0.760 SlabEdge n/a R-0 R-n/a Window F2=0.500 (E) 30.0 0.550 FENESTRATION Standard PLAN FRONT, LEFT BACK, RIGHT TO GARAGE, KNEE WALL TO GARAGE TO ATTIC, VAULTED TO EXTERIOR TO GARAGE Over - Exterior hang/ Shading Fins Standard Yes Standard Area U- Yes Interior Orientation Standard (sf) Value SHGC Shading Window Front (E) 25.0 0.550 0.650 Standard Window Front (E) 7.5 0.520 0.670 Standard Door Front (E) 20.0 0.650 0.680 Standard Window Front (E) 30.0 0.550 0.650 Standard Window Front (E) 30.0 0.550 0.650 Standard Window Left (S) 10.0 0.550 0.650 Standard Window Left (S) 6.0 0.550 0.650 Standard Window Left (S) 10.0 0.550 0.650 Standard Window Left (S) 16.0 0.550 0.650 Standard Window Back (W) 17.5 0.550 0.650 Standard Door Back (W) 20.0 0.650 0.680 Standard Window Back (W) 16.0 0.550 0.650 Standard Window Back (W) 14.0 0.550 0.650 Standard PLAN FRONT, LEFT BACK, RIGHT TO GARAGE, KNEE WALL TO GARAGE TO ATTIC, VAULTED TO EXTERIOR TO GARAGE Over - Exterior hang/ Shading Fins Standard Yes Standard Yes Standard Yes Standard None Standard None Standard None Standard None Standard None ju t iarn�g,%r - i , Yes an a Yes SA.a�Yes � None t 6VE None 11 t t C CERTIFICATE OF COMPLIANCE: .RESIDENTIAL Page 2 CF -1R Proi ect Ti t l a 1 as a ni MICROPAS5 v5.10 File -00465S2 Wth-CTZ11S92 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Servic Run -1948 SF Res. -Submittal Orientation Door Back (W) Window Back (W) Window Back (W) Window Back (W) Window Right (N) Equipment Type Gas ACSplit Tank Type Storage FENESTRATION Area U- Interior (sf) Value SHGC Shading 20.0 0.650 0.680 Standard 32.0 0.550 0.650 Standard 8.0 0.550 0.650 Standard 20.0 0.550 0.650 Standard 20.0 0.550 0.650 Standard SLAB SURFACES Area Slab Type (sf) Standard Slab 1948 HVAC SYSTEMS Over - Exterior hang/ Shading Fins Standard None Standard None Standard None Standard None Standard None Minimum Duct Duct Tested Duct ACOA Thermostat Efficiency Location R -value Leakage Manual D Type 0.800 AFUE Attic R-4.2 No No Setback 10.00 SEER Attic R-4.2 No No Setback WATER HEATING SYSTEMS Number in Energy Heater Type Distribution Type System Factor Gas Standard REMARKS 1 .6 Tank External Size Insulation (gal) R -value 50 R- n/a du rM cOurvl r ""-4-MG DEPARNjjf� MINF.70VEn i CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page'3 CF -1R Project Title........:. 1948 Plan Date..02/06/01 10:05:32 MICROPAS5 v5.10 File -0046552 Wth-CTZ11S92 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Servic Run -1948 SF Res. -Submittal 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 DOCUMENTATION AUTHOR Name.... Gregory A. Peitz Name.... Marty Runnells Company. Address. Architect 373 Rio Lindo Avenue Company. Address. Energy Calculation Services 1907 Mangrove Avenue, Suite E Chico, CA 95926 ° Chico, CA 95926 Phone... 530.894.5719 Phone... 530-894-8466 License. Signed.. Signed.. ate ate ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed.. ate '4AILIHNG DEPA RTMEN MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 1 MF -1R Project Title.......... 1948 Plan Date..02/06/01 10:05:32 Project Address........ ******* Documentation Author. Climate Zone...... Compliance Method. *v5.10* Marty Runne s ******* Energy Calculation Services 1907 Mangrove Avenue, Suite E Chico, CA 95926 530-894-8466 11 .... MICROPASS v5.10 for 1998 Standards by Enercomn. Tnr- MICROPASS v5.10 File -0046552 Wth-CTZ11S92 Program -FORM MF -1R User#-MP1333 User -Energy Calculation Servic Run -1948 SF Res. -Submittal Note: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES *150(a): Minimum R-19 ceiling insulation. 150(b): Loose fill insulation manufacturer's labeled R -Value. *150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U -value in metal frame walls (does not apply to exterior mass walls). * Design- Enforce- er ment 150(d): Minimum R-13 raised floor insulation in framed floors. 150(1): Slab edge insulation - water absorption rate no greater than 0.311, water vapor transmission rate no greater than 2.0 perm/inch. 118: Insulation specified or installed meets CEC quality standards. Indicate type and form. 116-17: Fenestration Products, Exterior Doors and Infiltration/ exfiltration controls 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. 2. Fenestration products (except field fabricated) have label with certified U -value, certified solar heat gain coefficient, and infiltration certification. 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. 150(8): Vapor barriers mandatory in Climate Zones 14 and 16 only. NA Ve PA 150(f): Special infiltration barrier installed to comply with Sec. 151 meets Commission quality standards. MIA 150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door b. Outside air intake with damper and control MW c. Flue damper and control 2. No continuous burning gas pilots allowed.fy B u i 1 d in- -g- Permit Pian C ec Date Field Check/ Date .... MICROPASS v5.10 for 1998 Standards by Enercomn. Tnr- MICROPASS v5.10 File -0046552 Wth-CTZ11S92 Program -FORM MF -1R User#-MP1333 User -Energy Calculation Servic Run -1948 SF Res. -Submittal Note: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES *150(a): Minimum R-19 ceiling insulation. 150(b): Loose fill insulation manufacturer's labeled R -Value. *150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U -value in metal frame walls (does not apply to exterior mass walls). * Design- Enforce- er ment 150(d): Minimum R-13 raised floor insulation in framed floors. 150(1): Slab edge insulation - water absorption rate no greater than 0.311, water vapor transmission rate no greater than 2.0 perm/inch. 118: Insulation specified or installed meets CEC quality standards. Indicate type and form. 116-17: Fenestration Products, Exterior Doors and Infiltration/ exfiltration controls 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. 2. Fenestration products (except field fabricated) have label with certified U -value, certified solar heat gain coefficient, and infiltration certification. 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. 150(8): Vapor barriers mandatory in Climate Zones 14 and 16 only. NA Ve PA 150(f): Special infiltration barrier installed to comply with Sec. 151 meets Commission quality standards. MIA 150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door b. Outside air intake with damper and control MW c. Flue damper and control 2. No continuous burning gas pilots allowed.fy MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 2 g MF -1R Project Title.......... 1948 Plan Date..02/06/01 10:05:32 MICROPAS5 v5.10 File -0046552 Wth-CTZ11S92 Program -FORM MF -1R User#-MP1333 User -Energy Calculation Servic Run -1948 SF Res. -Submittal SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES Design- Enforce - 110 -113: HVAC equi ment t h er ment p , wa er eaters, showerheads and faucets certified by the Commission. 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACOA. 150(i): Setback thermostat on all applicable heating and/or cooling systems. 150(j): Pipe and Tank insulation 1. Storage gas water heaters rated with an Energy Factor of less than 0.58 must be externally wrapped with insulation having an installed thermal resistance of R-12 or greater. 2. First 5 feet of pipes closest to water heater tank, non - recirculating systems, insulated (R-4 or greater). 3. Back-up tanks for solar systems, unfired storage tanks, or other indirect hot water tanks have R-12 external insulation or R-16 combined internal/external insulation. 4. All buried or exposed piping insulated in recirculating sections of hot water system. 5. Cooling system piping below 55 degrees insulated. 6. Piping insulated between heating source and indirect ✓ hot water tank. *150(m): Ducts and Fans 1. All ducts and plenums constructed, installed, in- sulated, fastened, and sealed to comply with the ICBO 1997 UMC sections 601 and 603; ducts insulated to a minimum installed R-4.2 or ducts enclosed entirely within conditioned space. Openings shall be sealed with mastic, tape, aerosol sealant or other duct closure system that meets the applicable requirements of UL181, UL181A, or UL181B and other applicable specified tests for longevity given in Sec. 150(m). 2. Exhaust fan systems have backdraft or automatic dampers. 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. 114: Pool and Spa Heating Systems and Equipment 1. System is certified with 7811 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 A central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously burning light (Exception: Non -electrical cooking applianhke�sJW C% with pilot < 150 Btu/hr) W j •� MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 3 MF -1R Project*Title.......... 1948 Plan Date..02/06/01 1n•nq•i,) MICROPASS v5.10 File -00465S2 Wth-CTZ11S92 Program -FORM MF -1R User#-MP1333 User -Energy Calculation Servic Run -1948 SF Res. -Submittal LIGHTING MEASURES Design- Enforce - 150(k)1: Luminaires for general lighting in kitchens shall er ment 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., 01 p " f3 at ` 130 vs n- a r COMPUTER METHOD SUMMARY Page 1 C -2R Project Title.......... 1948 Plan Date..02/06/01 10:05:32 Project Address........ ******* *v5.10* Documentation Author... Marty Runnells ******* Energy Calculation Services 1907 Mangrove Avenue, Suite E Chico, CA 95926 530-894-8466. Climate Zone........... 11 C 1• omp lance Method...... MICROPAS5 v5.10 for 1998 Stanr3arr1c h.r T__ __— �.— ..., j ...,.. �„� �.vwj✓, 1111: . MICROPAS5 v5.10 File -0046552 Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -1948 SF Res. -Submittal MICROPAS5 ENERGY USE SUMMARY Energy Use Standard Proposed Compliance (kBtu/sf-yr) Design Design Margin Space Heating.......... 19.73 18.27 1.46 Space Cooling.......... 13.74 16.20 -2.46 Water Heating.......... 13.25 11.57 1.68 Total 46.72 46.04 0.68 *** 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..... Floor Area Volume Zone Type (sf) (cf) 1948 sf Single Family Detached New Front Facing 90 deg (E) 1 1 ReducedYear Slab On Grade 1 18062 cf 1948 sf 16.5 % of floor area 0.57 Btu/hr-sf-F 0.66 9.3 ft BUILDING ZONE INFORMATION # of Dwell Cond- Thermostat Units itioned Type HOUSE Residence 1948 18062 1.00 Yes Setback Vent Vent Air Height Area Leakage (ft) (sf) Credit 2.0 Standard No &"J ITE Cotyv COMPUTER METHOD SUMMARY Page 2 C -2R Project Title.......... 1948 Plan Date..02/06/01 10:05:32 MICROPAS5 v5.10 File -0046552 Wth-CTZllS92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -1948 SF Res. -Submittal OPAQUE SURFACES Ap o /p. �' Area U- , Insul Act Solar Form 3 Location/ Surface (sf) value R-val Azm Tilt Gains Reference Comments HOUSE 1 Wall 302 0.063 17 90 90 Yes WALL.R13.R4 PLAN FRONT 2 Wall 306 0.088 13 90 90 No None TO GARAGE 3 Door 18 0.330 0 90 90 No None TO GARAGE 4 Wall 359' 0.063 17 180 90 Yes WALL.R13.R4 LEFT 5 Wall 492 0.063 17 270 90 Yes WALL.R13.R4 BACK 6 Wall 270 0.063 17 0 90 Yes WALL.R13.R4 RIGHT 7 Wall 50 0.088 13 90 90 Yes None KNEE WALL 8 Roof 1618 0.031-30 n/a 0 Yes None TO ATTIC 9 Roof 340 0.031 30 90 14 Yes None VAULTED PERIMETER LOSSES Length F2 Insul Solar Surface- (ft) Factor R-val Gains Location/Comments HOUSE 10 SlabEdge 195 0.760 R-0 No TO EXTERIOR 11 SlabEdge 36 0.500 R-0 No TO GARAGE FENESTRATION SURFACES Area U- Act Exterior Shade Interior Shade Orientation (sf) Value SHGC Azm Tilt Type/SHGC Type/SHGC HOUSE 1 Window Front (E) 25.0 0.550 0.650 90 90 Standard/0.76 Standard/0.68 2 Window Front (E) 7.5 0.520 0.670 90 90 Standard/0.76 Standard/0.68 3 Door Front (E) 20.0 0.650 0.680 90 90 Standard/0.76 Standard/0.68 4 Window Front (E) 30.0 0.550'0.650 90 90 Standard/0.76 Standard/0.68 5 Window Front (E) 30.0 0.550 0.650 90 90 Standard/0.76 Standard/0.68 6 Window Left (S) 10.0 0.550 0.650 180 90 Standard/0.76 Standard/0.68 17 Window Left (S) 6.0 0.550 0.650 180 90 Standard/0.76 Standard/0.68 8 Window Left (S) .10.0 0.550 0.650 180 90 Standard/0.76 Standard/0.68 9 Window Left (S) 16.0 0.550 0.650 180 90 Standard/0.76 Standard/0.68 10 Window Back (W) 17.5 0.550 0.650 270 90 Standard/0.76 Standard/0.68 11 Door Back (W) 20.0 0.650 0.680 270 90 Standard/0.76 Standard/0.68 12 Window Back (W) 16.0 0.550 0.650 270 90 Standard/0.76 Standard/0.68 13 Window Back (W) 14.0 0.550 0.650 270 90 Standard/0.76 Standard/0.68 14 Door Back (W) 20.0 0.650 0.680 270 90 Standard/0.76 Standard/0.68 15 Window Back (W) 32.0 0.550 0.650 270 90 Standard/0.76 Standard/0.68 16 Window Back (W) 8.0 0.550 0.650 270 90 Standard/0.76 Standard/0.68 17 Window Back (W) 20.0 0.550 0.650 270 90 Standard/0.76 Standard/0.68 18 Window Right (N) 20.0 0.550 0.650 0 90 Standard/0.76 Standard/0.68 Ap o /p. �' . • e I 1 COMPUTER METHOD SUMMARY Page 3 C -2R Project Title.......... 1948 Plan Date..02/06/01 10:05:32 MICROPASS v5.10 File -0046552 Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -1948 SF Res. -Submittal OVERHANGS AND SIDE FINS Area Window— Overhang Left Fin Right Fin— Surface (sf) Wdth Hgth Left Dpth Hght Ext Rght Ext Ext Dpth Hght Ext Dpth Hght HOUSE 1 Window 2 Window 25.0 7.5 n/a 5 n/a 5• 6 .67 n/a n/a n/a n/a n/a n/a n/a n/a 3 Door 20.0 n/a 6.67 9 .67 n/a 9 .67 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 9 Window 10 Window 16.0 17.5 4 4 n/a 3.5 24 1 1 7 ..67 n/a 2 n/a n/a n/a n/a n/a 2 24 1 n/a n/a n/a n/a n/a 11 Door 20.0 n/a 6.67 7 .67 n/a n/a n/a n/a n/a n/a n/a n/a SLAB SURFACES Area Slab Type (sf) HOUSE Standard Slab 1948 HVAC SYSTEMS System Type Minimum Efficiency Duct Duct Tested Duct ACOA Duct Location R -value Leakage Manual D Eff HOUSE Gas ACSplit 0.800 AFUE 10.00 SEER Attic Attic R-4.2 R-4.2 No No 0.737 No No 0.645 WATER HEATING SYSTEMS Number Tank External Tank Type Heater Type Distribution Type in System Energy Size Insulation Factor (gal) R -value 1 Storage Gas Standard 1 .6 50 R- n/a REMARKS A1ppJq0vSIIr) ^CONSTRUCTION ASSEMBLY Page 1 3R Project Title........... 1948 Plan Date..02/06/01 10:05:32 MICROPAS5 v5.10 File -0046552 Wth-CTZ11S92 Program -FORM 3R User#-MP1333 User -Energy Calculation Servic Run -1948 SF Res. -Submittal Sketch of Construction Assembly Parallel Path Method Reference Name . WALL.R13.R4 Description .... Wall R-13 w/R-4 Rig.�l6oc Type ........... Wall R -Value ........ 17 Hr-sf-F/Btu Framing Material ..... FIR.2X4 Type'......... Wood Description .. 2x4 fir Spacing ...... 16 inches on center Framing Frac.. 0.15 LIST OF CONSTRUCTION COMPONENTS Material 2 Frame Name 3 R -Value R -Value 0. 4 - Sketch of Construction Assembly Parallel Path Method Reference Name . WALL.R13.R4 Description .... Wall R-13 w/R-4 Rig.�l6oc Type ........... Wall R -Value ........ 17 Hr-sf-F/Btu Framing Material ..... FIR.2X4 Type'......... Wood Description .. 2x4 fir Spacing ...... 16 inches on center Framing Frac.. 0.15 LIST OF CONSTRUCTION COMPONENTS Material Cavity Frame Name Description R -Value R -Value 0. FILM.EX Exterior air film: winter value 0.17 0.17 1. STUCCO.0.88 0.875 in stucco 0.17 0.17 2. R 4.0 RIGID R-4.0 Insulated Sheathing 4.00 4.00 3c. BATT.R13 R-13 batt insul (cavity = 3.5 in) 13.00 -- 3f. FIR.2X4 2x4 fir -- 3.46 4. GYP.0.50 0.50 in gypsum or plaster board 0.45 0.45 I. FILM.IN.WLL Inside air film: heat sideways 0.68 0.68 Total Unadjusted R -Values 18.48 8.94 FRAMING ADJUSTMENT CALCULATION Cavity Framing Total U -Value: (1 / 18.48 x 0.85) + (1 / Total R -Value: 8.94 x 0.15) = 0.063 Btu/hr-sf-F 1 / 0.063 = 15.93 hr-sf-F/Btu 6fi tUIVG ��� HVAC SIZING Page 1 HVAC Project Title.......... 1948 Plan Date..02/06/01 10:05:32 Project Address........ ******* *v5.10* .Documentation Author... Marty Runne s ******* Energy Calculation Services 1907 Mangrove Avenue, Suite E Chico, CA 95926 530-894-8466 Climate Zone........... 11 Compliance Method...... MICROPAS5 v5.10 for 1998 Standards builaing Permit Plan C ec Date Field Check-/_ Date by Enercomn _ Tnr- MICROPAS5 v5.10 File -00465S2 Wth-CTZ11S92 Program -HVAC SIZING User#-MP1333 User -Energy Calculation Servic Run -1948 SF Res. -Submittal GENERAL INFORMATION Floor Area.. ***'***** ...... Volume ....:................ Front Orientation.......... Sizing Location............ Latitude ................. Winter Outside Design...... Winter Inside Design....... Summer Outside Design...... Summer Inside Design....... Summer Range ............... Interior Shading Used...... Exterior Shading Used...... Overhang Shading Used...... Latent Load Fraction....... 1948 sf 18062 cf Front Facing 90 deg (E) CHICO EXP STA 39.7 degrees 27 F 70 F 102 F 78 F 37 F Yes Yes Yes 0.20 HEATING AND COOLING LOAD SUMMARY Description' Heating (Btuh) Opaque Conduction and Solar...... 15197 Glazing Conduction ............... 7864 Glazing Solar .................... n/a Infiltration ..................... 11422 Internal Gain .................... n/a Ducts. ......................... 3448 Sensible Load .................... 37930 Latent Load ...................... n/a Cooling (Btuh) 5187 4389 10827 3753 2325 2648 29129 5826 Minimum Total Load 37930 34954 Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outside air, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. �4 ,v] " IVC; �� LONGFELLow LUMBER CO. INC. Quality Truss Design ■ Roof & Floor Systems (800) 678-0112 (530) 893-0112 •FAX (530) 893-0140 89 Loren Avenue - - Chico, CA 95928-7434 Customer: /"! Rc� LO,�S7`; Job No: Address: AP#: Alpine Engineered Products, Inc.. Christian W. Chappell 8351 Rovana Circle Sacramento, CA 95828-2522 r (916) 387-0116 APPROVED• Timber Products Inspec ion, nRte'' . P.O. Box 20455 J --QM DEPARTMEN, Portland, OR 97220 (503) 254-0204 APPROVED LONGFELLOW LUMBER CO. INC. Quality Truss Design - Roof & Floor Systems (800) 678-0112 (530) 893-0112 • FAX (530) 893-0140 _ 89 Loren Avenue Chico, CA 95928-7434 ���1Llll IllllLIWWI 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 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 cut or remove plates. ❑ Do Not overload single or groups of trusses with plywood, roofing, tools or other construction materials. ❑ Do Not make field repairs without written approval from Longfellow Lumber Co. ❑ Do Not load HVAC units, solar equipment,. fire sprinklers, etc. on trusses unless truss engineering has been designed to accomodate the specific point loads: BEFORE INSTALLING: Make certain truss sequences and end -for -end orientation are correct. UlGE so o. .D M . — R1 0o w � ' -ox On u u n Nm `- r= OCA cc OO . OZ �N m � 1/000, R2 co co R2R r O - Z 11 RIR RIB - 0 o z � o w R3 co r CD RIB 0 c� mR4 z 0 BI o, m � i GABLE END DETAIL SIRONGBACK (NAIL 10 LEDGER 12' B.C.) (BRACED AT 55' D.C.) -- , THIS OWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS HFR. ROS MATERIAL A35 / tNA 10d CBF" BLOCK LEDGER (NAIL S TO VERTICAL 113(K ) DUTLDOKER ( C ) Y/2-IOd NAILS) GAEL _ GAELE END 2X6 (AGONAL _ ACE (K).SPACING FOR H3 = 56.0' O.C. 3-IOd REFER TD SIWSON CATALOG C-9414-1 FOR NAILS PRODUCT AIIACHIiENT SPECIFICATION (ATTACH � 15 BRACE EACH EMO A35 IM FI DIRECTION 2X LEDGER COMMON TRUSSES STRONG13ACK (PI ) BRACED AT 55• o.C. OUTLOOKER CRITERIA 1 - (C) IX4 CONTINUOUS LATERAL BRACING FOR ( SI ) BRACE (STRDNGBACK) MEMBER LONGER THAN (M) 2X4 F.L. OR H.F. 12 OR 72•. ATTACH AT MIDPOINT Cr_ EACH BRACE 3.5' MAX. (N) (G) BTR, SIRONGBACK BRACE W/2-Bd CCMUiON NAILS. TYP. NOTCH 8 8 24' MAX GABLE ENO a 24' O.C. 1.5' MAX.' (S) LEDGER RI) MAX (T OUTLOOKER 12' MIN ral L - ❑ __ n n n .� "li\\ 24' MAX (SI )\\ \ \ \ \III )I IPI) PEAK PLATE TO HATCH COMMON TRUSSES. NOTE: CHORDS TO BE 2X4 FIR -LARCH 12 HITT. (SI) SPLICE PLATE TO HATCH COMKON TRUSSES. NOTE:' 7141S DETAIL MAY BE USED FOR (III ) HEEL PLATE 10 MATCH CBMMDN TRUSSES. TRUSSES WITH PITC14ED O.C. ALSO. (0) OPTION TO NEB PLATING: USE (3)-2' - WIRE STAPLES (0.072 OIA./15 GA.) TDENAILEO THRU CHORD INTO WEB 6 THRU WEB INTO CHORD ON ONE FACE FOR A TOTAL OF 6 STAPLES. (PI), IS I ) 6 (HI ) MUST BE PLATED. (G) GABLE END DESIGN BASED ON 75MPH WIND LOAD, EXPOSURE 'B' AT 0-25 FT. HEAN PLATE MAX. WEB LENGTH IX3• 2-8-0 2X4• 8-1-0 3X40 13-6-0 HEIGHT. PLT TYP. Wave TPI -95\R Design Criteria: TPI -95 S Q O O O ••YARNING•• INUSSES REQUIRE EIIREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO RIB•91 (HANDLING INSIAIIING AND BRACING), PUBLISHED BY IPI (TRUSS PLATE O Q IN Sf1IU1[. SB] O'ONOFIO OR., SUIIE 200, MADISON, VI $3719). FOR SAFETY PRACTICES PRIOR 10 P(RFORMING THE S[ FUNCTIONS. UNLESS 0 I EAWISE INDICATED, IOP CHORD SHALL HAVE PROPERLY ATTACHED O Q STRUCTURAL PANELS• BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CI[LINO. . ••IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINETRIO 'PNODUCIS. INC. SHAtI NOI BE N[SPOA SISI[ i0A ANY DEYIAIION FROM THIS DESIGN: ANY FAILURE 10 �1O BUIlO IN IROS SES IN CONFORMANCE YITN TP 1: 0R FABRICATING, HANDLING, SHIPPING, INSTAIIATION OR BRACINO OF IN USSE S. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PURL ISHED BY THE AM(, ICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNN AS 62 CR �-TRZ� EACH FACE SOF NI NUSS 'TO, ISOSC OF ANO[UNIESS101NERW13(]IOCAI[O.OAE THISEXCEPT AS NOIIO. APPLY DESIGN. POSITION CONNECIORS`P(RRS 10 �1 l_J �1 •—� OF AIME GIRUSS DEPICTED HIREAAND SHALLNOTBE INEER'S SIAL 09 R[IITD UPOM THIS IN ANY VING OIH[R PVAYFS ONLY 10 -IH[ DESIGN 2X4 F.L. LUMBER GRADES MAX. LENGTH WITHGUT BRACING (M) AX. 1 W/ STRONGBACK BRACE (S) STANDARD 5-11-0 II -10-0 15.0 PSF' Cie BC OL PSF BC LL- 0.0 al 7-9-0 15-6-0 11 6 BETTER. 7-9-0 15-6-0 SS 7-9-0 15-6-0 QtOFESS/pNq TC LL 30.0 PSF W 90 yc TC DL 15.0 PSF' Cie BC OL PSF BC LL- 0.0 PSF * * TOT.LD. 50.0 PSF Ivi�'rFOCCAIIF� OURJAC. 1.15 SPACUNG REF R992 DATE 03/19/98 DRW CD 112 SEON - 25458 FROM PDC CLB WEB BRACE SUBSTITUTION THIS DETAIL IS TO BE USED WHEN CONTINUOUS LATERAL BRACING (CLB) IS SPECIFIED ON AN ALPINE TRUSS DESIGN BUT AN ALTERNATIVE WEB BRACING METHOD IS DESIRED. NOTES: THIS DETAIL IS ONLY APPLICABLE FOR CHANGING THE SPECIFIED CLB SHOWN ON SINGLE PLY SEALED DESIGNS TO T -BRACING OR SCAB BRACING. ALTERNATIVE BRACING SPECIFIED IN CHART BELOW MAY BE CONSERVATIVE. FOR MINIMUM ALTERNATIVE BRACING, RE -RUN DESIGN WITH APPROPRIATE BRACING. WEB MEMBER SPECIFIED CLB ALTERNATIVE BRACING SIZE BRACING T OR L -BRACE SCAB BRACE 2X3 OR 2X4 I ROW 2X4 1-2X4 2X3 OR 2X4 2 ROWS 2X8 2-2X4 2X8 I ROW 2X4 1-2X8 2X8 2 ROWS 2X8 2-2X4(*) 2X8 1 ROW 2X8 1-2X8 2X8 2 ROWS 2X8 2-2X8(*) T -BRACE, L -BRACE AND SCAB BRACE TO BE SAME SPECIES AND GRADE OR BETTER THAN WEB MEMBER UNLESS SPECIFIED OTHERWISE ON ENGINEERS SEALED DESIGN. (*) CENTER SCAB ON WIDE FACE OF WEB. APPLY (1) SCAB TO EACH FACE OF WEB. ALPINE T—BRACING OR L—BRACING: APPLY TO EITHER SIDE OF WEB NARROW FACE ATTACH WITH 18d NAILS AT 8" O.C. BRACE IS A MINIMUM 807 OF WEB MEMBER LENGTH T -BRACE OR L -BRACE SCAB BRACING: APPLY SCABS) TO WIDE FACE OF WEB. NO MORE THAN (1) SCAB PER FACE. ATTACH WITH IOd NAILS AT 8" O.C. SCAB BRACE IS A MINIMUM 807. OF WEB MEMBER LENGTH s QROrws/ONwIS DRAWING REPLACES DRAWING 579,640 ICING. TREFERS70REQUIRE HIB -91 (HANDLINGME AINSTALLINGIN IANDIBRAC NG)`IPUbLISHEDNBY INSTALLING IT(TRUSS NSTITUTE, 503 D'ONOFRIO DR., SUITE 200, MADISON. V1. 53719) FOR SAFETY PRACTICES D PERFORMING THESE FUNCTIONS. UNLESS OTI MADISON. INDICATED, TOP CHORD SHALL HAVE .Y ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID ■+IMPORTANT— FURNISH A COPY OF TMS DESIGN TO THE INSTALLATION CONTRACTOR. ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS ANY FAILURE TU.BUILD THE TRUSSES IN CONFORMANCE WITH TPI( OR FABRICATING. G, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE �� O�,V �. ~ yew LL PSF (9 DL IPSF W Yn OC No. C 5 DL PSF Em LL PSF REF CLB SUBST. DATE 06/25/99 DRWG BRCLBSUB0699 -ENG MLH KAR DNS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND SSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE -OF 206A ASTM A653 CR40 GALV. STEEL AS NOIEtp. APPLY CONNECTORS TO EACH FACE OF TRUSS AND. UNLESS OTIIERVISE LOCATED ON NCESIGN'OF PROFESSION LCTORS C GINEERINGAWINGS- 160 RESPONSIBILITY SOLELHE YAFORTK: TRU. vCOMPONING CNTTCS: SIIOVN. TIIC SUIIABILITY AND USE OF THIS COMPONENT FOR ANY PARTICI' •'• VUILDING[� RCSPONS191LITY HF TUE BUILDING DESIGN ER. PER ANSI/TPI 1-1995 SECTII •. t J) C'Vt� Q; T.LD. PSF %' _ 9lFOFCA0� DUR.FAC. RSPACING "1r' ;: InusS on A( IH6/lin KK 11111 K IAI( IIII S UBfi 1•Ill l•Alllll f null CWlruu n ulnen (11111L'Illl�lq-OCKIM UL•1A1L (AT GIA1111r) Ir1A 11:I I►IIA(i I1X1 1>CSIUII:I) to UrAU1L11E IIIIISSES, AND IIA9 NUI UEEN IH:SWINI lU 11 5151 LII MAL SIIEIUI LUAUS. (A) 2X4 13 IIE11-flit (JII'lll•111-11 CMI11MAIS LAlE11AL UIIACIIAl lU 11C EWALLY VAUD. AIIACIi Willi (2)•I6II IIAILS. (111AC110 1•IAIEIIIAL 10 UE 6UPPLIEU AIIU Al IACI1'L'U At UOIII EIVS 10 A SUI TAOLE SUPINxtr IIY EIIECT1011 COIIIIIAC1011. , l- )11) IIEIOIIr OP HUlSS At SUPP011 r. •_ - •,I�..,l JuallfIflu 11 IRUSS HIR. :1— 1111.199 VEfirICAL WES SECTION S -S 0 (0) 2X4 II.F. 13 Oil UE1-IE11 UTAU0114 UIIACE. APPLY 111 PAIIt9 AT It! -O -O (T) ll(U9SE9 OnACH ItAI•AOE LOCAIEU OIIE1EI111E111iri TICAL'_16d IIAIIB A9 6110H11. FACEUOF VE 1SO (1') rAIIiA111IN0 APPLIED 10 lop CIIOI20. IL) LOADS AS II►UICAIEU 011 MUSS DESICII. (f•1) IF 71tU99 IIEIOIIr AT 6UPP(XIT IS 1U.011 011 LESS, DIAOOIIAL9 1101' IIEQUIIIED. 8 APPROX. 45' S (110) IILOCKINO 10 OUT1011 UrIM OVER SUPPUnl; mr. 1 13 Oil UEIIEII 2X SIZE PLI ITP. Nave OF 11011014 CIIOnD. IPI -95 iilnUoluf 117' ni"l iiii'ji7lNju enc � Ii:eC;'I,IT'e!Tiriiii:eiiio 5111 10.2cJ CA -/I 111CIrt, IIr11' p IO 111.11 j111121411611'11A11 I1t A10 "1t Ira(, I/tl 11/10 1t III O 1/Illlrll. 11, /'/10110 11„ ,.111 III, ns/11/1'.. (1.011 .IAII • OI(,sslo 1'c LL r1u1111111 bass ,)IAII ' nEf n421 Q Incllou. nllll rtrlarllt hO1t11Is.Itol,coc1'1. 11104 16 Ow 11 IIIIt1./Il 111111. potion Ones: I'AII tall A /'O►I'll AIIAt110 TC UL �J .•Int �' • �O [_] �T[� ..� 1'��yL Ilel' (1[Ilr4. e11, INC r/1t1 u 1 cert or Ino, "'It" It In( 1/11111Alloo ceslu[101. WIN[ It0111('le O rler/clr, Lc, 1.111 IeI 11 111►enl'II rot a'1' $111Allor non nc tit (L UAIE Irl, 1'1110'1 All /AIIIaI to 111II1t10llll/lllll010I1I1N0I11trAm"1cOr/OIMIOrII0,A1IIl[AI11r/1'1II101'to1►OOI•(rAIIOnIl0I7IC0 , LL 1 I2 •�• USS t/111110111A11 ►11111.... AND SISOCIA11011 Or 1'1091 IAll" Im111/" Fri. 1 63gyAl `vS� AI„Ata,/at" lilt.' `h Is[1 Istc or InI1, !n 1s11II rlrllrlll (/utlr t• omit rlllcl, .stlllor tonl[1o11 /I' 101.L11. Airlpl A►I1I (On/1(IOAi IO 1 1 ,. l.tl.11/•I IIAI 1,./,III, X elll��(Vv will 3,U•IS.6]4 rt 11'11 Ca#*. win. TAC. O.II 10 1rI rl,Iot of lot 11!!1 rI►l H rill_.i uui 'ai T 'I r aoa 1� n1' ei.lt - f 0( CSL CAJIM CiiC ln. _ _SI'Af.I111; Sr.0 A11(IVC I1e1411 fur INbrlcnllon of buLLum chord f1.1lor to be Imed Lu 11toduce n Elul bULLum churd of vurlable lunyLll. Iteler Lo niglrullrlule deslyto (or lumber, pinLes, told other dale tool shuwn harts., IA) !XI conLlnuons 1nLarhl hrncltly C G' -t)" U.C. AI.Lach wlttt 7 -ml nntlN. Furnish copy ul Lllls druwlltq Lo aracllull conlrnctor Na Ila will know al Lhla tequlrement. !. (1) IIL•V. / SM / 1/9/92 (UIIAWINU NUMUE•11) (2) IIEV. 1/21/93 13I1 (VEIIfICAL) (3) REV. 7/7/93 1'M (MAX. 17ILLEII 01304 PANEL) I i I PLATE TYPE AIIPJIIC FUIINISII A COPY OF 11118 DESIGN TO ERECTION CONIIIACTOII IMro11TAMT: AIPI"4p EU11111111:11'llUn1ICIS,R10. Ex111EL1E1CAIIEEIII IIANNLI90.CIIECIIOgAI40 _ DE$IGN OIL U(!f: F1 5136 8121 SrECV IULE 1`011 MY , CAIONSOilAIIYDEVA110111NOU11PS1ESIni1011Af1Y ItIVSSES: COUMENIAItY AVID IFCOILIME11 �`1C LL: U@ LE• 7/19/88 PSF _UA I AIll111( 10 1111110 INF IIIVSS 91 CIIIII011MAIII:F V4111 111E DAI10118-•'IPR.SEE ling IIES1011F1)IIA001• I .0VAIIIY 001/11101 MAIIVAV11Y IM AIPINF CUIIIIEC1011S AIIE IIOIIAI SPECIAI. PEIIMANENI EIIACIIIO 4,� TC DL: PSF J2�1• .' CU1U8 '1'� PAMAll AC 111140 IIIUM In OAUOE IIAIVNAF.EU IIEOUIIIENENIS.111llESS OIIIE►IWISE SIIpWII, \'' —._... . F sIEFI MIME 01111nWISE E110MI. AIEFIINO 11t01111gIA(NIS 01 ASIM MIF DAAnEA,AI'rLYCOIInECIUnS1011OIIIFACESAlEAC11JOW1 TOP C110110 SIIAI.L OE LAIEIIALLY O11ACF,D W4 to bL: 5.0 m PSF •i'•1 A110 LOCAIE AS SIIOWI,. OEA11II10 WIDNIS Ant 1" NOIVIIIAL YAIIIPnOPEIItYAIIACIIEOPLYWOODS11EA• IIIINO, nO1loM C110110 WII11 Foal" CExRIa , Ib. fOT. LD: � ' PSF O/A LEIL VARI ES 17 \ US CS UNLISS OlI1EnWISE S11OWN DESION SIAIIIIAIIIIS CONFOIN WIIIIAPKICADtEP11OVISIONSOF•II1)3•I0 ANU IrI•FS O4 rC1.Fo. • •Irl. MUSS 1'lAIIINSIIIIIIt:NDS+ HAIIUNALOtSIGNSv(CIFICAIIOIIFUIIWool)Cp11S111UCI1pN. Oil 1111AL'IN11 AS RPECIFIF.II OI) DE617N. p0 401 use 1140 DE 510NW1111ft11E IEIAIIOAIII�• 1NEAIED LUMDEIL d 6p21A1• •k Dllll. FAC: CIV\• R! SPACING 21.1111 �( 1/1'1(.11: VAIIIES O.C. TYPE: bCTAII. 1948 -PIERCE / 1948 PLAN - Al 37'6" COMM TOP CHORD 2x4 OF -L #1 BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard Ln 'TLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. i!0 PSF BC LIVE LOAD PER UBC Cn 0 0 H V ' C1 Cz:) CC GA-., C=� wW5X4( w w - z THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC @ 24.00" OC, BC @ 72.00" OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. W3X6- YrZ)A4 kr�c) W2.SX4 = io 1 1 ., z 2-0-0 1 a 18-9 0 18-9-0 wj I R=1232 37-6-0 Over 2 Supports PamDEPAMVEN li) M Lr -.)PLT TYP. Wave TPI -95 R Design Criteria: TPI STD "MANNING " TRUSSES REOUIRE EXTREME CARE 1N FABRICATION, HANDL 1114. SHIPPING, INSTALLING AND BRACING. REFER TO HIB•91 (HANDLING INSTALLING AHD BRACING). PUBLISHED BY TPI (TRUSS PLATE C=D INSTITUTE. S03 D'OROFRIO DR., SUITE 200, MADISON. MI 53119), FOR SAFETY PRACTICES PRIOR TO C PERFORM C=) RG THESE FUOCTIONS. UNLESS OTHERWISE INDICATED, 70P CHORD SHALL HAVE PROPERLY ATTACHED nl ' STRUCTURAL PANELS, BOTT011 CN ORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. POIMRTANT`• FURNISH A COPY OF THIS DESIGN TO TIIE INSTALLATION CONTRACTOR. ALPINE ENGINEERED •PRODUCTS, IHC. SHALL MOT BE RESPONSIBLE FOR ANY DEVIATIOR FROM THIS DESIGN: ANY FAILURE TO ��ALPINE BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND GRACING OF TRUSSES. THIS DESIGN CONFORMS NI7H APPLICABLE PROY ISIOHS OF NDS (NAf10NAl DESIGN V CONNECTORSCAlAREPMADESOF 20GATASTHHE MA653AGR40RGALVIT AMSTEEL, EXCEPTD P� ER AS OC AS NOTED. TAPPLYACOaHECTOAS TO 9=3 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED OH THIS DESIGN, POSITION CONNECTORS PER Q DRAWINGS 160 A -Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING Alpine Engineered Pr0'UCIS' 1110. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS S8C[aIIZICf110, CA 95828 COMPONER7 FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. R=1347 RO %W xf--= 19. CA 1 - - F S/0 TC LL 16.0 PSF IQRaFES TC OL 10.0 PSF �I 8C DL 7.0 PSF 1 BC LL 0.0 PSF * TOT -LD. 33-0 PSF OF CAS► DUR.FAC. 1.25 SPACING 24,0" Scale =.1875"/Ft. REF R427--15718. DATE 12/01/00 OR W CAUSR427 00336032 CA -ENG TSB/CWC SEQN 13617 FROM GA - 0I1948 -PIERCE / 1948 PLAN - AIA 37'6" COMN ) THIS ONG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR TOP CHORD 2x4 OF -L #1 BOT CHORD 2x4 DF -L #1 (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. WEBS 2x4 DF -L Standard IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE �'LATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. TC @ 24.00" OC, BC @ 72.00" OC. 110 PSF BC LIVE LOAD PER UBC, DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. to '** THIS TRUSS IS NOT SYMMETRIC - INSTALL AS SHOWN *** 0 0 W5X6 = W2.5X4 ; W2. WN6io- Id4X4 6 r cry � W1 5X4 III (A) (A) mn ca Ci w W3X6(A1) = W4X4 - W4X4 - W3X6 - W3X8 = w c.5 z w - - r^ti 1-4-0 5-0-0---J p- 18-9-0 a I .37-6-0 Over 2 Supports R=1509 W=3.5" Lr� M • Ir;PLT TYP. 4save TPI -95 R Design Criteria: TPI STD —WARNING" TRUSSES REQUIRE EITREHE CARE IN FAORTCATION, HANDLING..- SHIPPING• IRS TALL IN6 AND 0 BRACING, REFER TO HIB -91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, SB3 D•BHOF0.10 OR ., SUITE 200. MADISON, NI $3719)• FOR SAFETY PRACTICES PRIOR TO PEN FOAMIIIG THESE FU11[T 10X5. UNLESS OTHER MISE INDICATED• TOP CHORD SMALL HAVE PROPERLY ATTACHED C=> ST0.U[TUR AL PANELS. BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. CV " IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ^y PRODUCTS. INC. SHALL HOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO A L P I N E BRACIBUIL NGH01: TRUSS( SE CO TNI SLOE SIGNNFORANCE I CONFORM S M IT HFAA PPLIBRICATINGt ABLE HANDLING. SOFPHDSG(NATIONAL I DNG AN ESIGO V:7 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AMD TPI. ALPINE C-0 CONNECTORS ARE MADE OF 20GA'ASTH A653 GR40 GALY. STEEL. EXCEPT AS NOTED.. APPLY CONNECTORS TO Q EACHFACE OF TRUSS. AND UNLESS OTHERNISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER DRANI UGS 1 60 A - E. THE SEAL OR THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING Alpine EngiTleeted Products, Inc.' RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS S2-01110T1(O, CA 95828 COMPONENT FOR AN Y. PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER_ PER ANSI/TPI 1-1995 SECTION Z. 18-9-0 5v,3no INTI = R=1139 A' A- +8-0-0 1 1 r; I• �� y �� Y 19• CA - 1 - - F S/0, TC LL 16.0 PSF 9�4,aFES AA'ci� TC DL 10.0 PSF r; BC DL 7.0 PSF 5 r- 00 BC LL 0.0 PSF * TOT.LD. 33.0 PSF aFCA1� DUR.FAC. 1.25 SPACING 24.0" Scale =:1875"/Ft. REF R427--15719 DATE 12/01/00 D R W C%USR427 00336033 CA -ENG TSB/CWC SEQN - 13622 FROM GA (P11948 PIERCE / 1948 PLAN - AIB 37'6" COMN IUP CHORD 2x4 DF -L #1 BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard - C I —"'LATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. i10 PSF BC LIVE LOAD PER UBC. `n 0 '** THIS TRUSS 15 NOT SYMMETRIC - INSTALL AS SHOWN *** 0 z E— V Q O 11 G a W2.5X4 w . z w - w � THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS HFR (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC @ 24.00" OC, BC @ 72.00" OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD, W5X8 = W2.5X4 = — W6. JA4 (A1) a z 17-4-12I 2l_ o -j �- 18-9-0 I 18-9-0 rm Cow � I _37-6 :0 Over 3 Supports DEA R=387 R=1570 W=3.5" 1,9f w M �c7PLT TYP. Wave TPI -95R - Design Criteria: TPI STD i "MANNING•• TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIDPfxG. INSTALLING AND BRACING. REFER TO MIB -91 CHANDLI xG INSTALLING AXD BRACfI1G), DUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D•OMOFRIO DR., SUITE 200, MADISON• WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOH CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. C\t •IMPORTANT" FUL I NOT BE RE SPRNISH A COPY OF TWIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODU^' 'BUILDCTSE INC'TRUSSESA10 CONFORMANCE ON WITNS To L TPIORORAIIFABRICATING. HANDLINGOf V, ATION FROM S SHIPPING, ANY INSTALLING TO AND ALPINE BRACING OF TRUSSES. THIS DE SIGH COLIFORMS WITH APPL ICA8 LE PROVISIONS OF NDS (NATIONAL DESIGN �j SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PILPER ASSOCIATION) AND TPI. ALPINE C-1 CONNECTORS ARE MADE OF 20GA ASTH A65J GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO Q EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-1.. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING Alpine Engineered ProdUCLi, InD RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN, THE SUITABILITY AND USE OF THIS 3alxalnento, CA 95828 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER } ANSI/TPI 1-1995 SECTION 2. _ R=623 Wq3. MOVE D; .Ob2 CA - 1 - F Scale =.1875" Ft OFESSIA .o s i 5 * Wr c TC LL TC DL BC DL BC LL 16.0 PSF REF R427--15720 10.0 PSF DATE 12/01/00 7.0 PSF —DR —14 CAUSR4Z7 00336034 0.0 PSF CA -ENG TSB/CWC TOT.LD. 33-0 PSF SEQN - 13626 DUR.FAC. 1.25 FROM GA SPACING 24.0" (P11948 -PIERCE / 1948 PLAN - A2 37'6" TSC IUP CHORD 2x4 OF -L #1 BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard !E�!'LATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3, 10 PSF BC LIVE LOAD PER UBC. Cn 0 o 0 z W2.5X4 W3X6 6 r W2.5X4 H V ' f� O fY. fi. 0 w W5X4 (A2) = W1 - 5X4 IU tJ5X8 = z w z _ , c7 z • w I z 2-0-0 —' 11-3-p 18-9-0 18-9 0 �TE V ¢ 9-11-12. 1 9 11-12 6-3-8 7-6-0 Over 2 Supports "Y PAR C MEV (A) THIS OWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BV TRIISS MFR (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC @ 24.00" OC, BC @ 72.00" OC, . DEFLECTION MEETS L/240-00 LIVE AND L/180.00 TOTAL LOAD. W5X6 W5X4(R) 4, WGXG = 3 W3X10 W2.5X4 W3X6 6 W2.5X4 3 W2.5X4 ; W5X6 W5X4(A2) PL- >—;2 Z R-1233 a R=1346 W=3 r mf:to . . ' VEF M �'LT TYP- Wave TPI -95 R Design Criteria: TPI(STD •`YARNING•• TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AHD BRACING. REFER TO HIB•91 CHANDLING INSTALLING AND BRACING), PUBLISHED 19.Ob2 CA Scale — . 1 8 7 5 " Ft . 0 BY TPI (TRUSS PLATE INSTITUTE, 583 D•ONOFRIO OR., SUITE 200, MADISON, MI 53119), FOR SAFETY PRACT]CES PRIOR TO PERF O11 1NG THESE fUIICi IORS, UNLESS - TC LL 16.0 PSF REF R427--15722 � C:V OTHERVISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. 80770" CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING: ••I MPORTANT-- �Q�.OVIS - C Fy T C D L 10.0 PSF DATE 12101100 FURNISH A COPY OF THIS DESIGN TO THE IHS7ALLATION CONTRACTOR. ALPINE ENGINEERED IMC*S SIS' LL HOT Of ON AHFABRICA71UGN FROM .O 8C DL I N E EUCTS BUIPROLD THE TR USVIA CONFORMANCEA ITBLTPIOROR HANDLING. SHIPPING. INSTALLINGIS DESIGN; ANY EAND OF UPUBLISMEDTBYSTHESAMERICANI GH CO W 7.0 PSF D R W CAOSR427 00336036 ��ALP SPECIFICATIONBRACING ORMS FORESTTANDPP4PERBLi ASSOCIATION)SOF NOS AND TPI, (NATIONAL DESIGN CONNECTORS K 5 BC LL 0.0 PSF CA -ENG TSB/CWC r^� Q - ARE MADE OF 20GA AST" A653 GA40 GALV. STEEL, EXCEPT AS NOTED. APPLY COMHECi00.S TO EACH FACE OF TRUSS, AND UNLESS OTIIERNISE LOCATED ON THIS DESIGN. POSITION CONNEC70R5 DER DRAWINGS G 1 * TOT. LD 33.0 PSF SEQN - 13633 AJPlne Engineered Products, SBCTBIDCDIo- CA 9582$ Inc 160 A-1. . THE SEAL ON 7HRIS DRAVING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLE}Y FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SU17ABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY DF THE BUILDING DESIGN ANSI J� C ,i - D U R . FAC. 1.25 FROM GA 1.1995 SECTION 2, ER, PER Yr SPACING 24.0". (r)1940 -PIERCE / 1948 PLAN - A2A 37'6" TSC TOP CHORD 2 x 4 DF -L #1 BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard 0 — PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. 110 PSF BC LIVE LOAD PER UBC C.o 0 0 THIS OWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC @ 24.00" OC, BC @ 72.00" OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 0 z W5X6= W3X10 TS 5X4 0 1J3X6 W3X6 W2 -5X4 6 C/3 E--' c -D ca 0 z oma. w w W3X6(A1) w z W4X4 - W3X6 (A1) E= l••l w 1-4-0 E 8: 0 0-- z �2 D -O 18-9-0 .I, 11-3-0 9-11-12 9-11-1218-9-0 11 12-9-0-1 6-3-8 I I 37-6-0 Over .2 Supports DE R=1647 W=3.5" c-. M R=1001 W�? 5" � Ls- PLT TVP. Wave TPI -95 R Design Criteria:TPI 4I 1 R STD •WARNING`* TRUSSES REOUTAE EITREHE CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND ` BRACING. REFER TO IIIB-91 19.Ob2 CA - 1 F Scale =.1875" Ft C=) (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE• S87 O'ONOFRIO DR., SUITE 200, HAD ISDN. WI 53719). FOR SAFETY PRACTICES PRIOR TOQ�OfE PERFORMING THESE FUNCTIONS. UNLESS TC LL 16.0 PSF REF R427--15723 C\I OTHER XI SE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL ULTUAAI PANELS, BOTTOM CHORD SHAH HAVE A PROPERLY ATTACHED RIGID CEILING. ••IMPORTANT•• f�, TC DL*10.0 PSF DATE 12/01/00 FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SMALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE i0 =' BC DL 7.0 PSF D R W TO A L P I N E BUILD THE TRUSSES IN CDgFOR"All CE N1711 TPI; OR FABRICATING, HANDLING, SHIPPING. INSTALLING ANO BRACJMG OF TRUSSES. THIS DESIGN s r CAUSR427 00336037 V CONFORMS WITH APPLICABLE PROVISIONS OF 7105 (NATIONAL DESIGN SPE CIFItaTION PUBLISHED BT THE AMERICAN FOREST AND PAPER ASSOCIATION) C.i r BC LL 0.0 PSF CA -ENG TSB/CWC w AND TPI_ ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALY. STeEL. EXCEPT AS NOTED. APPLY CONNECiGAS TO EACH FACE OF TRUSS, AND * it TOT. Q Alpine Engineered SBC11un®10, UNLESS OTIIERWISE LOCATED ON THIS DESIGN, POSITION CONHECTOAS PER DRAW iNGS 160 A•7.. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING Products, Inc.RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS CA 9582$ COMPONE MT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TPI 11995 SECTION z. C' Mw K `A� �r L D . OUR .FAC . SPACING 3 3.0 PSF S E O N - 13635 1 . 2 5 F ROM GA 24.0" (PI1948-PIERCE / 1948 PLAN - A3 37'6" COFFER [TOP CHORD 2x4 DF -L #1 CHORD 2x4 DF -L #1 :82, 63 2x4 DF -L #1&Bet.: C-71 WEBS 2X4 DF -L Standard "LATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. THIS DWG PREPARED FROM COMPUTER INPUT (LOAOS R nTMFN4TnNt1 CIIRU1Trcn — T —, .. (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC @ 24.00' OC, BC @ 72.00" OC. 10 PSF BC LIVE LOAD PER UBC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. co TRUSS SUPPORTS 240# MECH UNIT: UNIT CENTERED AT 14- 0- 0; SUPPORTED BY � TC; UNIT WIDTH 2- 4- 0; SUPPORTED BY 3 TRUSSES. 00 0 z w7X6 (R) III W 3 X 8 iosk W1.5X4 III W3X6 W2.5X4 -,r,6 F-- 142 5 X4 -142.5X4 (A) v (A) _Q W 3 X 4 0 rs. Q * 82 B3 12W5X6 _ W3X4= 12 L_ W5X6 145X12 - W3X4= z W2.5X4(A1) W5X6 1J4X4(R) �I z w L2-0-0 z E 20-1-4 �- 18-9-0 Q X2-3-01-0- 7-5-D 1-0 W3X6 = W2.5X4 E 25-9- I - FES$ l 37-6-0 Over 3 Supports— 16.0 PSF F� R=560 W=3.5" 10.0 PSF 0o R=1933 W=3.5" 7.0 PSF r" BC LL 0.0 PSF CXD TOT.LD. 33.0 M (r CIYI� tA1k ♦ 4 PLT TYP. Wave TPI ` -5\11 Design Criteria: TPI STD -ONAR111 1 NG" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRAC IIIc. REFER TO HIB -91 (HANDLING INSTALLING AND BRACING). PUBLISNED BY TPI (TRUSS PLATE INSTITUTE. 503 D'OHOFRIO DR.. C SUITE 200, XADI SON. VI 53119)• FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERNISF INDICATED, TOP C\I CHORD SMALL HAVE PROPERLY ATTACMEO STRUCTURAL PANELS. BOTTOM CHORD SHALL HATE A PROPERLY ATTACHED RIGID CEILING. .1MPORTANT" FURNISH A COPY OF THIS DESIGN TO THE NSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT ^� ALPINE BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES 1N CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING. INSTALLING BRACING I AND OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS SPEC r V (NATIONAL DESIGN if [CAi1011 PUBLISHED BY TME AHERItAN FOREST AND Pl1P ER ASSOCIATION) AND TPI. ALPINE CONNECTORS I r^i ARE MADE OF 20GA AST" A653'GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS EACH Q TO FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER Alpine 3BaalnenlD, Engineered Products, CA 95828 _ DRAWINGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING Inc RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOO ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TPI 1-1995 SECTION 2. -9-0 A 8-0-0 W2.5X4 (A1) = T R-246 ^"FQVEr� 19.0152 CAL -/l/ - -/-/F- - FQQOFES$ - FES$ TC LL 16.0 PSF F� TC DL 10.0 PSF 0o BC DL 7.0 PSF r" BC LL 0.0 PSF * TOT.LD. 33.0 PSF (r CIYI� tA1k DUR.FAC. 1.25 SPACING ' 24.0" Scale =.1875"/Ft. REF R427--15724 DATE 12/01/00 ORl4 CAUSR427 00336039 CA -ENG TSB/CHC SEQN - 30752 FROM GA (PI1948-PIERCE / 1948 PLAN - [PGE] A4 37'6° PGE jTOP CHORD 2x4 DF -L #1 :T3 2x6 OF -L #2: 8OT CHORD 2x4 OF -L #1 WEBS 2x4 DF -L Standard 00 —)LATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. THIS AREA OF TRANSITIONAL GABLE TRUSS DESIGNED FOR 12" MAX, OUTLOOKERS, FACE MATERIAL: 10 PSF MAX. (STUCCO). AND ADDITIONAL 1-0-0 TOP CHORD LOAD. IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE INTERIOR SLOPING TC @ 24.00" OC. THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. SEE DWG GBLLETIN0699 FOR MORE REQUIREMENTS. (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC @ 24.00" OC, BC @ 72.00" OC, DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. (G) 27-4-8 W3X6- .—I - wsxU = W5X6 - W2.5X4(A1) =- Ay -9-0 -9-0 I 18-9-0 UrTE N? IRei) 37-6-0 Over 2 Supports- F'Ak�i R=981 ��� W=3.5" � c. R=193 PLf W=17-6-8 P �o ciNote: All Plates Are W1.5X4 Except As Shoran. w j PLT TYP. Wave TPI -95 R Design Criteria: TPI STD 1 "WARNING•• TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO HI8•91 19,Ob2 Scale =,1875" Ft. � 1 (HANDLING INSTALLIIIG AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO DR.. SUITE 200, MADISON, N] 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING Q4�FESS/ TC LL 16.0 PSF REF R427 --15721 C=) C\7 THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SMALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. `IMPORTANT'• 'PRODUCTS. C �' •j' T C D L 10 .0 PSF DATE 12101100 FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILO B C, D L 7 .0 P S F D R W CAUSR427 00336035 THE TRUSSES IN CONFORMANCE VIGN TO TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING ARD BRACING OF TRUSSES. THIS DE A L P I N E f C./ 7D COMFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY 'THE AMERICAN FOREST AND PAPER r BC LL 0.0 PSF CA -ENG TSB/CWC ,y C=3 Alpine Engineered Saclanlenln, ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 QALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONVECTORS PER DRAW IN65 160 A -Z.* TIIE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEER IMG products, Inc, RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGB SHOWN. THE SUITABILITY AND USE OF THIS CA 95828 COMPOMERT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER AxS1IrP1 1.1995 - CT JOB 2. CA`� TOT.LD. 33.0 PSF SEON - 13628 OUR .FAC . 1.25 FROM GA SPACING 24.0" (P11948 -PIERCE / 1948 PLAN - B1 20'3" COMN A,nvILU LX9 UI --L #1 - BOT CHORD 2x4 OF -L #1 WEBS 2x4 DF -L Standard N I N PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. C] IS) W 19 c>~ W2_ W OINSTITUTE. W e O OSTRUCTURAL FOR SAFETY PRACTICES PRIOR TO`� PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE IxD ICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED PANELS. BOTTOM CHORD SMALL NAVE N" A PROPERLY ATTACHED 81610 CEILING. IMPORTATIT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS , INC, SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IH CONFORMANCE WITH 7P1; OR FABRICATING, HANDLING, SHIPPING, INSTALLING ANDBRACING OFTRUSSES. THIS DESIGN CONFORMS W WITH APPLICABLE PROVISIONS OF NDS(NATIONAL DESIGNSPECIFICATI OII PUBLISHED BY TME AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. W4X4= THIS DWG PREPARED FROM COMPUTER INPUT (LOADS R nImFMSInm1z1 fIIRMITTCn — T ,. IN LIEU OF STRUCTURAL PANELS OR RIGID, CEILING USE PURLINS: TO BRACE TC @ 24.00" OC. BC ® 72.00" OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. • We . DA4 (Al) 1-0-0 1 �2-0-0 L= 10-1-8 I 10 1 8 I I 20-3-0 Over 2 Supports R=716 W=3.5" A R-777 W=3.5" __PLT TYP. Wave TPI -95 R IS) Design Criteria: TPI STD "WARN 19 IIIG " TRUSSES REQUIRE EXTREME CARE IN FABRICATION. NANpL1NG, SMIPP]NG, IIISTAILIGI AND BRACING, REFER 70 1118.91 OINSTITUTE. (HANDL IRG INSTALL INSTALLING AND BRACING). PURL ISIIEO BY TPI (TRUSS PLATE 583 0'ON OFRTO OR., SUITE 200, NAD, IS011, WI 53719), e O OSTRUCTURAL FOR SAFETY PRACTICES PRIOR TO`� PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE IxD ICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED PANELS. BOTTOM CHORD SMALL NAVE N" A PROPERLY ATTACHED 81610 CEILING. IMPORTATIT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS , INC, SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IH CONFORMANCE WITH 7P1; OR FABRICATING, HANDLING, SHIPPING, INSTALLING ANDBRACING OFTRUSSES. THIS DESIGN CONFORMS VCONNECTORSARE WITH APPLICABLE PROVISIONS OF NDS(NATIONAL DESIGNSPECIFICATI OII PUBLISHED BY TME AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. WEACH ALPINE RADE OF 206A'ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO FACE OF TRUSS, AND Q Alpine SD—mento, UNLESS OTHERWISE LOCATED OR THIS DESIGN. POSITION CONNECTORS PER )� DRAWINGS 160 A -I. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING Eaginemd Products, MI, RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS CA 95828 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY Of THE BUILDING DESIGNER. PER ANSI/TPI 1-1995 SECTION 2. `= du I CA/ -/1/-/-/-/F TC LL 16.0 PSF TC OL 10.0 PSF BC DL 7.0 PSF BC LL 0.0 PSF TOT.LD. 33.0 PSF DUR.FAC. 1.25 SPACING 24.0" Scale =.25"/Ft. REF R427--15725 DATE 12/01/00 DR W CAUSR427 00336040 CA -ENG TSB/CWC SEQN -.13652 FROM GA 11948 -PIERCE / 1948 PLAN - [PGE] C1 24' PGE ITOP CHORD 2x4 DF -L #1 :T2 2x6 OF -L #2: BOT CHORD 2x4 OF -L #1 WEBS 2x4 DF -L Standard ca `l1PLATES DESIGNED FOR GREEN -LUMBER PER NDS -97 TABLE 7.3.3. 0 I(G) THIS AREA OF TRANSITIONAL GABLE TRUSS DESIGNED FOR 12" MAX. OUTLOOKERS, FACE MATERIAL: 10 PSF MAX. (STUCCO). C AND ADDITIONAL 1-0-0 TOP CHORD LOAD. Co o (*) IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED z PURLINS TO BRACE INTERIOR SLOPING TC @ 24.00" OC. E- V Q C4 04 Kn- Ca W Q W W z c7 z w W2A41n1) = W3X4 - W2X4(A1) - THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSION',] ',IIRMTTTFn RY TDMcc MCD SEE DWG GBLLETIN0699 FOR MORE REQUIREMENTS. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC @ 24.00" OC, BC @ 72.00" OC. DEFLECTION MEETS L./240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. (G) UX4= 17-3-1 111=.1 s 1 1 \•J CI w z 1-0-0 1-0-0 If ffEWUMI ¢ L. 12-0-0 I I 12-0-0 �d�1 � AIG DER,, I . =708 W=3.5" 24-0-0 Over 2 Supports R=180 PLF W=11-1-8 ` r - Ti iL, J' LX71 Note: All Plates Are W1.5X4 Except As Shown. L:c.) PLT TYP. Wave TPI -95 R Design Criteria: TPI STD .*WARNING•• TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND 19.Ob2 CA/ -/l/-/-/- F Scale =.25" Ft. C=) C=) BRACING. REFER i0 HIB -91 (IIANOLING f115TA11[N6 AND BARGING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. SB3 O'ONOFR IO DR., SU17E 200• MADISON, NI $37191, FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE p �QFESSIQII� TC LL 16.0 PSF REF R427--15729 C=1 CV _ FUNCTIONS, UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. `IMPORTANT— FURA 15N A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED •PRODUCTS, ({�' { AAT^ T C D L 1 0.0 PSF DATE 12101100 INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BU ILO THE TRUSSES IN CONFORMANCE WITH 8C DL 7.0 PSF D R W CAUSR427 00336047 V TPI; OR FABRICATING, HARKING. SHIPPING. INSTALLING AND A L P I N E BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY'THE l'Yf OC rzo BC LL O.O. PSF CA -ENG TSB%CWC W AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE HAOE OF 20GA ASTM A653 GRAD QALY. C 3 Alpine Engineered Sa"Rilm010, STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS• AND UNLESS OT11ERNISE toON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS M65 160 A•2: TME SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING PTodUCIS, IIIC. RESPONSIBILITY SOUELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS CA 95828 COMPONENT FOR ANY PARTICULAR 8UI1DI NG IS INE RESPO.S'8'LITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1.1995 SECTION 2. *�1 * a CA1� TOT;LD. D U R .FAC . SPACING 33.0 PSF 1.25 24.0" SEON - 30757 . FROM GA (PI1948-PIERCE / 1948 PLAN - C2 24' GIRD TOP CHORD 2x4 DF -L #1 BOT CHORD 2x6 DF -L SS r, WEBS 2x4 DF -L Standard :W3 2x4 DF -L'#1: :Lt Wedge 2x4 DF -L Standard::Rt Wedge 2x4 DF -L Standard: N PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. 0- 1ADDITIONAL LOAD PER TRUSS FABRICATOR o BC From 616 PLF at 0.00 to 616 PLF at 24.00 (H) -1. SIN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC @ z74.00" OC, BC @ 72.00" OC. I(H) RECOMMENDED CONNECTION FOR TRUSSES FRAMING TO THE BOTTOM CHORD @ 24" o.c.: SIMPSON HUS26. SEE SIMPSON CATALOG C-2000, DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PE H, V Q Q G-. W z w I a rn M W6X6 (R) IU THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 2 Complete Trusses Required F== NAILING SCHEDULE: (0.131x3.0_g_na11s) TOP CHORD: 1 ROW @ 12" o.c. BOT CHORD: 1 ROW @ 5" o.c. WEBS : 1 ROW .@ 4" O.C. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. BEARING BLOCKS: NAIL TYPE: 0.131x3.0_g_nalls BRG X -LOC #BLOCKS LENGTH/BLK #NAILS/BLK 0 0.000' 1 13" 16 1 23.708' 1 13" 16 BEARING BLOCK TO BE SAME SPECIES, SIZE & GRADE AS BOTTOM CHORD. REFER TO DRAWING CNBRGBLK1299 FOR ADDITIONAL INFORMATION. W4X6 (C3) H5412 = W5X6(C3) W4X6(C3) CZ I 12-0-0 12-0-0 dru IE QUI 1-0 IL` 24 0-0 Over 2 Supports-� ARTMr�—P, R=8239 W=3.5" R=8239 W=3.5" ' ED PLT TYP. High Strength,Wave TPI -95 R Design Criteria: I TPI STD '"uARN1NG"• TRUSSES REQUIRE EYTREHE CARE IN FABRFCATJ ON, HANDLING. SNIPPING. INSTALLING AND BRACING. REFER TO NIB -91 19.Ob2 C A - 1 - - - F Scale = . 2 5 " F t . � 0 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'OHOFRIO OR.. SUITE 200. MADISON; N) 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAYE o FE �,I �I((��`� TC LL 16.0 PSF REF R427- 15727 n7 PROPERLY ATTACHED 57R UCTURAL PANELS, BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT— FURNISH A COPY OF THIS "PRODUCTS, w, E` Ai/� y� `q�p TC D L 10.0 PSF DATE 12101100 I --' DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED INC. SMALL HOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO .O S p CIC D L 7.0 P S F D R W ALPINE BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING, SHIPPING, INSTALLING AND BRACING OF TgUSURLI THIS OES[6N COUfORNS WITH APPLICABLE PROVISIONS OwG CAUSR427 00336042 V W SPECif (CATION PURLOF H05 (NATIONAL DESIGN (SHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPF. ALPINE'�1 CONNECTORS ARE MADEUSS, OF 20GA AS TK A65J GRAD GALY. STEEL, EXCEPT BC LL 0.0 PSF CA -ENG TSB/CWC - Q AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AN UNLESS OTHERWISE LOCATED ON THIS DESIGN• POSITION CONNECTORS PER DRAWINGS 160 A-2., THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE TOT.LD. 33.0 PSF SE0N - 30747 I Alpine Engineered Praducts,Inc ( SBCfanlenlo, CA 95828 t OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TPI 1.1995 SECTION Z. n CN,r CA '� DUR.FAC. SPACING 1.25 24.0" FROM -GA (PI1948-PIERCE / 1948 PLAN - [PGE1 C3 24' PGE ) TOP CHORD 2x4 DF -L #1 :T2 2x6 OF -L #2: BOT CHORD 2x4 OF -L #1 \ WEBS 2x4 DF -L Standard LII13LATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. 1(G) THIS AREA OF TRANSITIONAL GABLE TRUSS DESIGNED FOR 12" MAX. OUTLOOKERS, FACE MATERIAL: 10 PSF MAX. (STUCCO). Q) AND ADDITIONAL 1-0-0 TOP CHORD LOAD. o o; ) IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED z PURLINS TO BRACE INTERIOR SLOPING TC @ 24.00" OC. W3X4 = E~ V C7 O a Q C-3 z c7 w THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED AY TRIISS MFR SEE DWG GBLLETIN0699 FOR MORE REQUIREMENTS. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC @ 24.00" OC, BC @ 72.00" OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. (G) 6-0-0 "'— W3X6- W2X4(A1) mS w 1-0-0 1-0-0 (— 12-0-0 I 12-0-0 I — Ii 24-0-0 Over'2 Supports IR=791 W=3.5" C3 C'l 19.Ob2 ' R=241 PLF W=8-3-8 F ,'";Note: All Plates Are W1 -5X4 Except As Shown. LrnPLT TYP, Wave TPI -95 R Design Criteria: C=) TPI(STD '•WARN ING•` TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BNAC IN, REFER TO HI0"1 (HANDLING INSTALLING AND BRACING). PUBLISHED � BY TPI (TRUSS PLATE INS7ITUTF. 503 D'ONOFR7O OR .. SUITE 200. MADISON, NI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. O C"I UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROP CEILING, .'IMPORTANT** PROPERLY ATTACHED BC DL ON CO PRODUCTS. INC. SHALL INOT ABFOR ESPONSIBlEOFOR GNAgI TDE TIONLFpOMNTNISTDESIGN; AANYIIEFAI]L ^� A L P I N E VIAHE UREETOO BUILD THE TRUSSES fN CONFORMANCE WITH TPI; OR BEHANDLING. SNIPPlN6; INSTALLING AND BRACING OF TRUSSES. 7X15 V DESIGN CONFORMS WITH APPLICABLE PRDY fS IONS OF NDS (HAT ZONAL DESIGN SPEC If ICATION PUDl1SMF0 BY TILE AMERICAN FOREST AND PAPER r^� ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 2OGA ASTM A653 GR4O GALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EAC 11 FACE OF TRUSS, Q Alpine Engineered pTpdDCtg In, SeC78mei1I0, CA 95828 AHD UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER DRAWINGS 160 A -Z.. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS CONPONEOT OESIGR SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1.1995 SEC710H 2. C3 C'l 19.Ob2 CA 1 F �Q,GF TC LL 16.0 PSF W. TC DL 10.0 PSF -O BC DL 7.0 PSF BC LL. 0.0 PSF TOT.LD. 33.0 PSF r DUR.FAC. 1.25 aFCAW' SPACING 24.0" Scale =.25"/Ft. REF R427--15730 DATE 12/01/00 DR W CAUSR427 00336048 CA -ENG TSB/CWC SEAN - 30759 FROM- GA (PI1948-PIERCE / 1948 PLAN - C4 24' COMN ,njKu ZX4 OF -L #1 BOT CHORD 2x4 DF -L #1 r, WEBS 2x4 OF -L Standard N OLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. P1. I . Ca 0 0 z H q 0 a Q w LY W2.' z c.5 z , THIS ONG PREPARED FROM COMPUTER INPUT FLOADS A DIMFNCTnmi CIIGMITTCn nv Tn„ « urm IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC @ 24.00" OC, BC @ 72.00' OC. DEFLECTION MEETS L/240,00 LIVE AND L/180.00 TOTAL LOAD 10 PSF BC LIVE LOAD PER UBC. W4X4 = W2.5X4 (A1) .-P= e51e, w 1-0-0 1-0=-0 12-0-0 i 12-0-0 I� 24-0-0 Over 2 Supports `-DEPARTME ' I R=844 W=3.5" -, a R=844 W=3.5' C>o `.- PLT TYP- Wave TPI -95 R Design Criteria: Ll7 TPI STD "WARNING'S TRUSSES REQUIRE EXTREME CAPE III FABRICATION, 19-Ob2 CA - 1 - - F Scale —.25"/Ft. C� HANDLING, SHIPPIIIG. INSTALLING AND BRACING. REFER TO HIB•91 (HANDL 1110 IIISTAL LING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. S03 O'ONOFRIO OR., SUITE 200, MADISON, WI 53719). FOR SAFETY PRACTICES OeQf ,T C L L 1 6 . 0 PSF R E F R427--15726 C\3 PRIOR TO PERFORMING THESE FUNCTIONS. URLESS OTHERYISE INDICATED, TOP CHORD SMALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. 'IMPORTANT" FUR HIST A COPT OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE PRODUCTS, W. ' T C D L• 1 0.0 PSF DATE _ 12101100 ENGINEERED INC. SHALL NOT BE RESPONSIBLE FOR ANY OEVIATIOR FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH 1 i0 10 BC .D L 7 .0 PSF D R W CAUSR427 003360,41• A L P I IV E TPI: OR FABRICATING, HAIIDLING. SIII PP II,. IHSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION y� r a V r B(, V PUBLISHED BY THE AMERICAN FOREST AND PAPER ASS OC IATIOR) AND TPI. ALP ItIE CONNECT AAE HAOE OF 20GA ASTM A6S3 �I LL 0.(] PSF CA -ENG TSB/CWC w Q Alpine Engineered products, $BCi9D1CHlp, CA 95828 GAAO QALY. STEEL. EXCEPT AS NOTED. APPLY CONTECIORS TO EACH FACE OF TRUSS. AND UNLESS OTHERHISE LOCATED ON THIS DESIGN, POSIT [0!1 CONNECTORS PER DRAWINGS 160 A-7. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING Inc RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT OESIGR SHOWN.. THE SUITA81L1TY AND USE OF THIS COMPONENT FOR ANY PARTICULAR ULAN BUILDING IS THE RESPONSIBILITY OF THE BU[LDING Of IGTER. PER AMS!/TPI 1-1995 SECTION 2. 7R C •� CAW TOT. L D D U R . FAC SPACING . 33 .0 . 1 . 2 5 PSF S E QN - 13656 FROM GA ' o (1`11948 -PIERCE / 1948 PLAN - C5 24' GIRD �nvnu cx'I UI --L #1 BOT CHORD 2x6 DF -L SS c-� WEBS 2x4 DF -L Standard :W3 2x4 DF -L #1: N 'LATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. C�L"f+DDITIONAL LOAD PER TRUSS FABRICATOR IBC - From 193 PLF at 0.00 to 193 PLF at 24.00 (H) 0 --J- 0 PSF BC LIVE LOAD PER UBC. z H) RECOMMENDED CONNECTION FOR TRUSSES FRAMING TO THE BOTTOM CHORD @ 24" OC: SIMPSONILU24. SEE SIMPSON CATALOG C-2000. W4X6 (R) III H V O 9=L- 9=1 s, Gl W W, W n•tn•t z W4X6(C3) w , I-0-0 - z THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR (A) CONTINUOUS LATERAL BRACING EOUALLY SPACED ON MEMBER. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC @ 24.00" OC, BC @ 72.00' OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. C� 8-0-0 1-0-0 MW rM W -II I �WQM MPARW&% W6X6 = W4X4(C3) = W4X6(C3) - L 12-0-0 I� 12-0-0 ¢ L II 24-0-0 Over 2 Supports R=3164 W=3.5" th"P! R-3164 W=3.5" CT PLT TVP. Nave TPI -95 R , Design Criteria: TPI STD RA LNG. • TRUSSES REOU (RE Ek TRENE CARE LM FABRICATION. HANDLING, SHfPPING, INSTALLING AND BRACING. 19.0 2 CA - 1 - - - F Scale =.25" Ft.. - 0 REFER 70 H10-91 (HANDLING INSTALLING AND BRACING), PU8LISNED BY TPI (TRUSS PLATE INSTITUTE, 503 D'ONOlR 10 Dfl., SUITE 200. HAD RI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE IIID IC ATED, TOP CHOND SHALL NAYS PHOPE RLY ATTACHED STRUCTURAL �,aFESS/p, ��� TC LL 16.0 PSF REF R427--15728 C'V PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACII EO RIGID CE ILI JIG. " IMPORTANT^ FURNISH A COPY OF THIS DESIGN TO THE �w TC DL 10.0 PSF DATE 12/01/00 INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESDOIISIBLE fOfl ANT DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN .O RRR��� BC DL 7 PSF D R W CAUSR427 ALPINE P I N E CONFORMANCE WITH TPI: OR FABRICATING, HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. THISDESIGN CONFORMS NITN APPLICABLE PROVISIONS r .'0 00336044 —TSB/CWC V OF NDS (NATIONAL DESIGN SPELIlICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 2OGA ASTM A653 6303IDI B C L L 0 . 0 PSF C A -ENG W Alpine Engineered PITxlucts,Inc SBCTame030, CA 95828 GR40 GALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS• AHD UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-1. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEEItLNG RESPONSTBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER AN 1.1995 secrlon z. C" �y TOT.LD. OUR. FAC SPACING 33.0 PSF SEQN - 30754 . 1.2 5 FROM GA 24.0" This safety alert symbol' is used to attract your attention! PERSONAL SAFETY IS INVOLVED! When you see this symbol - BECOME ALERT - HEED ITS MESSAGE. CAUTION: A CAUTION identifies safe operating A practices or indicates unsafe conditions that could Jresult 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 responsibility of the installer(builder, building contractorr, licensedcontractor. erector or erection contractor) to properly receive. unloadstore. handle install ane brace metal plate connected wood trusses to protect life and property. The installer must exercise the same high degree of safety awareness as with any other structura, material. TPI does not intend these recommendations to be interpreted as superior to the project Architect's or Engineer's design specification for handling, installinc and bracing wood trusses for a particular roof or floor. These recommendations are based upon the collective experience of leading technical personnel in the wood CAUTION: The builder, building contractor, licensed contractor, erector or erection contractor is advised Ato obtain and read the entire booklet "Commentary and Recommendations for Handling, Installing & Bracing Metal Plate Connected Wood Trusses, HIB - 91" from the Truss Plate Institute. DANGER: A DANGER designates a condition where failure to follow instructions or heed warn- ing will most likely result in serious personal injury or death or damage to structures. WARNING: A WARNING describes a condition A where failure to follow instructions could result in 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 must, due to the nature of responsibilities involved, be presented as a guide for the use of a qualified building designer or installer. Thus, the Truss Plate Institute, Inc. expressly disclaims any responsibility for damages arising from the use, application or reliance on the recommendations and information contained herein by building designers, installers, and others. Copyright © by Truss Plate Institute, Inc. All rights reserved. This document or any part thereof must not be reproduced in any form without written permission of the publisher. Printed in the United States of America. CAUTION: All temporary bracing should be no less than 2x4 grade marked lumber. All connections Ashould be made with minimum of 2-16d nails. All trusses assumed 2' on -center or less. All multi -ply trusses should be connected together in accor- dance with design drawings prior to installation. ,s TRUSS°:STORAGE? su. CAUTION: Trusses should not be unloaded on rough terrain or un- even surfaces which could cause damage to the truss. JACAUTION: Trusses stored horizontally should be supported on blocking to prevent excessive lateral A CAUTION: Trusses stored vertically should be bending and lessen moisture gain. braced to prevent toppling or tipping. 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 until bundles moval to avoid shifting of individual trusses. are placed in a stable horizontal position. A WARNING: Do not lift bundled trusses by the A DANGER: Walking on trusses which are lying flat Jbands. Do not use damaged trusses. is extremely dangerous and should be strictly prohibited. Frame 1 12 3 or g. greater �a• DF - Douglas Fir -Larch SP - Southern Pine o• HF - Hem -Fir SPF - Spruce -Pine -Fir ryp� yy@� NV Diagonal brace also required on end verticals. Top chorda that are lateral,y braced can buckle NZ togetheramd cause collapse if there fano diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins 2q• are attached to the topside of the top chord. or fess / -4e MONO TRUtSS ` ./ PLUMB I I Truss De th t A® lateral braces lapped at least 2 trusses. Continuous –op Chord Lateral Brace Required—� 10' or Greatel r Attachment / Requirec AWARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A P I. D(in) I I Lesser of D/50 or 2" maximum Plumb Misplacement Line 12" 1i4" 1' 24" -� � 2 36"' TOP: CHORD 1 I 48" TOP CHORD DIAGONAL BRACE 4. I A1441MUM LATERAL BFu4CE SPACING (DBg) SPAN 6' SPACING(LBS) [# trusses] €'11111ill'PITCH 96" 2" 8' 108f' 2" 9' 1SP`OF SPF HF Up to 24' 3/12 8' 17 12 Over 24' - 42' 3/12 7' 10 6 Over 42' - 54' 3/12 6' 6 4 Over 54' See a registered professional engineer 12 3 or g. greater �a• DF - Douglas Fir -Larch SP - Southern Pine o• HF - Hem -Fir SPF - Spruce -Pine -Fir ryp� yy@� NV Diagonal brace also required on end verticals. Top chorda that are lateral,y braced can buckle NZ togetheramd cause collapse if there fano diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins 2q• are attached to the topside of the top chord. or fess / -4e MONO TRUtSS ` ./ PLUMB I I Truss De th t A® lateral braces lapped at least 2 trusses. Continuous –op Chord Lateral Brace Required—� 10' or Greatel r Attachment / Requirec AWARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A P I. D(in) I I Lesser of D/50 or 2" maximum Plumb Misplacement Line 12" 1i4" 1' 24" 1 2" 2 36"' 3/4" 3' 48" 1" 4• 60" 1-1/4" 5' 72" 1-1/2" 6' 84" 1-3 4" 1 7' 96" 2" 8' 108f' 2" 9' BOW L(in) 1 F...........:::::::::::::::::::::::::::::::........ ±'l:' L(In) L/200 L(ft) 50" -1/4" 4.2' 100" 12" 8.3' 150" 3/4" 12.5' L[in) Lesser of Lr200 or 2" 200" 1" 16.7' 250" 1-1!4' j 20.8' 300" 1-1/2" 25.0' OUT -OF -PLUMB INSTALLATION TOLERANCES. OUT -OF -PLANE INSTALLATION TOLERANCES. DANGER: Under no circumstances should AWARNING: Do not cut trusses. A construction loads of any description be placed on unbraced trusses. Frame 6 AWARNING: Do not attach cables, chains, or hooks to the web members. 60° � or less / ii Tag Approximately Approximately � Tag Line/ '/21russ length /2 truss length Line Truss spans less than 30'. Spreader Bar Toe In Spreader Bar Toe In Approximately 1/2 to iii truss length Less than or equal to 60' Approximately 1/2 to Y3 truss length Less than or equal to 60' Toe In Tag Line Toe In 1AWARNING: Do not lift single trusses with spans greatar t"ian 30' by 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 ofthetruss. 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. Stroogback/ Spreads: Bar 10, Approximately 3h to 3/41russ length Greater than 60' Tag Line At or abo.e mid-heigbi Tag Tag Line Lire I Great --r than 60' CAUTION: Temporary bracing shown in this summary sheet is adegLmte for the installation of Atrusses with similar configurations. Consult a registered profession3l engineer if a different bracing arrangement is desired. The engineer may design bracirg in accordance with TPI's Recommended Design Specification for Temporary Bracing a Mstaf Plate Connected Wood Trusses, DSB-89, and in some cases determine that a wider spacing is possible. 1 "r truss of brag group of trusses End brace (EB)• lateral brace —�diagoFale (GBp) Note: 2^d floorsy` ystem shall have adequS{e capacity to support groun floor Chord Top Chord Ground brace diagonals (GBa) / _l Ground brace vertical (GBV) Backup ground stake �Divei % V 1st floor gourd stakes J CAUTION: Ground bracing required for all installations. Frame 2 typical vertical End Wall e attachment Plan \ :: Blockbrg Ground Brace V'_rt%."Is (GBy) brace ,� tat truss of braced lateral (LB,� '` 7„roup of trusses jEnd brace (EB) (/ L Strut \� (ST) l J�/ Typical horizontal tie memberrvvrrh multiAe stakes (HT) I' TOP CHORD ' TOP CHORD DIAGONALBRAC:E 'MINIMUM LATERAL BRACE Nil ITNIN SPACING (DB SPCN QEPTH SPACING(LBs) #trusses SPIDF.,SPFIHF, Up to 32 30" 8' 16 10 Over 32'- 48' 42" 6' 6 1 4 Over 48' - 60' 48" 1 5' 1 4 1 2 Ove, 60' See a registered professional engineer DF - Douglas it -Larch SP - Southern Pine HF - Hen -Fir SPF - Spruce -Pine -Fir 1b diagonal brace for :antilevered trusses must be placed on vertical wets in line with the support. End diagonals aielles ntial fo stability and must be dus IcatE both ends of the truss system. 30" or greater WARNING: Failure to follow these recommendations could result! 1 severe pers1.onal injury or damage to trusses or buildings. A1 4x2 PlaRALLEU CHORD TRUSS TOP CHORD Top c horde that are laterally braced can buckle togelherand cause collapse inhere is no diago- nal gracing- Diagonal bracing should be nailed to the unde.side of the top chord when purlins are alached to the topside of the top chord. 15� 0 All lateral / braces lapped at least'two trusses. End�di:agonals tial for stability and must be du c on both ends of the truss system. 400,g._____ -45' J Frame 5 Continuous Top Chord —\ Lateral Brace Required 10' or Greater Attachment Required - I �— 312" Trusses must have lum- ber oriented in the hori- zontal direction to use this brace spacing. Top chords that are laterally braced can buckle toWtherand cause collapse if there is no diago- namracirg. Diagonal bracing smouktbenailed to the underside of the top chod when purlins are attached to the topside of Cie top chord. 12 -___i 4 or greater I Over 32'- 48' 4/12 6' 10 1 7 11 Over 48'- 60' 1 4/12 1 5' 6 1 4 11 Over 60' 1 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 Required trusses. 10' or Greater Attachment Required !S 30 O �Or� / ' ss f SATs i o fess 5 Ot •40°-� I � ILII ' I;i AWARNING: Failure to follow these recommendations could resultin severe personal injury or damage to trusses or buildings. A 12 5 UD to 28' 1 2.5 7' 1 17 1 12 Over 23'- 42' 3.0 6' 1 9 1 6 Over 42'- 60' 3.0 1 5' 1 S 1 3 Over 63' See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir Continuous Top CI-ord Lateral Brace All lateral braces P.equired lapped at least 2 trusses. 10' or Greater Affacimen Required v Top chords that are laterally braced can buckle y5 QQ� togetherandcause collapse ifthereisnodiago- nal bracing. Diagonal bracing should be nailed Or s _ ti to the underside of the top chord when purlins eSS - ;=45' are attached to the topside of the lop chord. SCISSORS TRUSS Frame 3 12 -1 4 or greater Up to 32' 1 4/12 i 1 20 1 15 Over 32'- 48' 4/12 1 15' 1 10 1 7 Over 48'- 60' 4/12 1 is, 1 6 1 4 Over 60' See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir " All lateral braces lapped at least 2 trusses. Bottom chord diagonal bracing repeated -N5 at each end of the building and at same spacing as top chord diagonal bracing. WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A Cross bracing repeated at each end of the building and at 20' Intervals. GREGORY A "PEITZ 1 ARCHITECT. 381, f IO LINDO AVE., CHICO CA 9592;6:(916) 894-5719 ' ��{{ ���, � ` . to � °I. •t. • Struc .,,u r a I Calculations ...-. F o:r: I . . ; .11 AR Ry 4. No. C 21283 0 b TTE Coumfy WILDING" DRARTMENT A D D V C r ( � '�, it • '� f � LOAD SUMMARY Wind Analysis Normal force method, exposure B, 75 mph wind speed P=CeCgQsI WALLS P=.62*1.3*14.5*1.0=.0117 ksf@ 15 ft. ' P = .67 * 1.3 * 14.5 * 1.0 = .0126 ksf @ 20 ft. P =.72 * 1.3 * 14.5 * 1.0 = .0136 ksf @ 25 ft. P =.76 * 1.3 * 14.5 * 1.0 = .0143 ksf @ 30 ft. ROOFS 2:12 TO LESS THAN 9:12 { ;.�P ='.62 * 1.0 * 14.5 * 1.0 = .009 ksf @ 15 ft. 'P .67 * 1.0 * 14.5 * 1.0 = .010 ksf. @ 20 ft. Y' P =..72 * 1.0 * 14.5 *.1.0 = .011 ksf. @ 25 ft. �- R = .76 * 1.0 * 14.5 * 1.0 =.01 I ksf @ 30 ft. ROOFS" 9:12 TO 12:12 P=.6214.5*1.0=.010 ksf@ 15 ft. P 7-67 * 1.1 * 14'.5 * 1.0=.011 kst @ 20 ft. :P=.72*1.1*14.5*1.0=;012 ksf @25 ft. 'P = .76 * 1.1 * 14`.5 * 1.0 = .012 kst @ 30 ft. Seismic Analysis Static Method V = 2.5 Ca (w) = 2.5 * .36 = .1636 (w) @ plywd. shear walls R 5.5 V = 2.5 Ca. (w) _. 2.5 * .36 = .20 (w) @ plaster and gyp. bd. shear walls R 4.5 Gravity Loads.... `ROOF LOADS: 10 psf dead load + 16 psf live load = 26 psf total load FLOOR LOAQS: , 10 psf dead load + 40 psf. live load = 50 psf total load ,WALL LOADS: .12 psf @ 3 -coat plaster exterior walls; 8 psf @ interior walls; 10 psf @ exterior walls with 1 -:coat stucco or siding YY i+.r tx x4r; ! �, ,'`j �� �•i r "! 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