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HomeMy WebLinkAbout039-270-092\ ,,j s r 94-1037P,EiMH)` 039 270_=092 ; MILLER;• tNATHAN - 3996 FRONT ST . `,? _ J-- (,e MOBILEHOME UTILITIES .ELECTRIC ,Rd O-- /or ./76/ 546 GAS LINE -3 COMPACTION TEST REQ 61-1W " SUPPO STRUC y'A sty 039-271--09.2,99-2273 MILLER, NA,. 3996 FRONT STREE , Y pN < CONTR: OWNER NEW SINGLE FAMILY �• �� ( ; I SSA♦ \ ^ f RESIDENTIAL 039-270-092 99-2273 PERMIT N0... MILLER, NATHON 3996 FRONT STREET, DAYTON CONTR: OWNER NEW SINGLE FAMILY 11 SPECIAL CONDITIONS 11 CHECKED BY 11 ' — SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS c VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING L--FJ�TER OFFICE COPY + f Address j,?G/'v'7• Lift ZU a N l er By Date /e I ELECTRIC 7 (' 4 ! Meter By Date � �.. • _ ' te4tzi t r C JOB FINALED (Date) dn /0 Signature zow 6�✓�� �1g)\ i M 4 � \ ^ f RESIDENTIAL 039-270-092 99-2273 PERMIT N0... MILLER, NATHON 3996 FRONT STREET, DAYTON CONTR: OWNER NEW SINGLE FAMILY 11 SPECIAL CONDITIONS 11 CHECKED BY 11 ' — SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS c VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING L--FJ�TER OFFICE COPY + f Address j,?G/'v'7• Lift ZU a N l er By Date /e I ELECTRIC 7 (' 4 ! Meter By Date � �.. • _ ' te4tzi t r C JOB FINALED (Date) dn /0 Signature zow 6�✓�� ✓ = OK 0 = Not OK - = Not Applicable = Not Ready Date RESIDENTIAL (Single & OK except #'s 1/Z,gAng-Setbacks- Ease ments- Flood- Slope Ftp/, Main; Soils-Elec. Grnd.-/6?t/f Ftg. Depth Ftg., Garage; Soils- Steel-Ele rnd.-G .b-"," Ftg. Depth 4. 5. Ftg., Porches & Decks; Soils -Steel-/ P Ftg. Depth Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hol owns and Special Anchors —'" ab, teel-Wrapped — s -Fireplace Ftg.-Steel lif 11. a.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date 3 Card B-1 0A Date Card B-1 Date Card_,P-1 Date Card B-1 + Date LUMBING (Permit) OK except #'s ter tr.; Vent -Access -Combustion Air Baffle ter Pipe; Test & Anchor -Nail Protection / D.W.V ; Test Fittings & Anchor -Nail Protection zooslrower Pan; Test, First Floor -Tub Access 21. Xst Tub & Shower, Second Floor -Tub Access Gas Pipe; Sixe & Anchors Date 60 Card B-1 Date Card B-1 + Date Card B-1 Date Card B-1 Date EJJECTRICAL (Permit) OK except #'s Fixtu!q & Transformer Clearance -Ins. Protection le . eceptacles Spacing -Lights & Switches at Doors r i axes & No. of Conductors Stapled o stalled Close to Edge of Studs & C.J. E ip. Ground made up w/Mech Fasteners -Bon as &Wgfer 2 Ap_Dk6ce Circuits in Kitchen & Conductor Size GFI ubf Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu o A 0 ange Circle / S / g or AI -Oven Circ. / / ga Cu or Al Ins lated Neutral es Q No If"Service-Riser Conductors & Ground Main Disconnect 32. Equip. Clearances Panels-Motors-Mech. Equip. 33. es Closet Light -Shower Light -Spa Light Smoke Detector a 64 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date M HANICAL (Permit) OK except #'s A. ucts Insulation & Support an, Exhaust above insulation 3 . CoAelghsate Drain & Overflow, Size & Grade ace -Vent Access -Comb. -Air -Return Air Vent 115 outlet Attic Access & Platform if Furnace in Attic Date a ,f Card B-1 Date Card B-1 Date If Ca B-1 Date Card B-1 Date FRAMING (Permit) OK ex pt #'s 4. Sits Proper Materials Anc r Walls Studs- ailing Spacing & Braces -Plates -Sound alts over Girders & Floor Nailing Stop in Walls (rat proof) re Stops, Furred Ceilings -Stairs -Chasers -Tubs Headers & Beams -Size & Bearing Date FRAMING (Continued) Han ers-Post Caps -Anchors -Connectors lin . Joist-Rttr. Ties-Purlin-Roff Bra s g. - ire I Ties or Type A Flue -Fireplace Yhroat Clearance Access; SizeRom otectio Draft Stop -Ins. Baffles 5&"0'Bqyn. Windows or Exiting Doors -Sill Ht. & Dimensions Garage Fire Protection Framing 1'O V`2-PrePaCyr, Line Firewall & Openings 5 -- Fxt. Doors -One 3' -Check Garage 3rd Story, 2 Exits 54 -64av4, Width -Headroom -Rise -Run -Landing -Fire Protection Plywood on Roof Overhang -Attic Vents -Rafter Outriggers iding-Nailing Veneer 67-5TUM),Mesh-Drip Screed -Fd. Vents-Underflr. Access laz' Area -Glass P ection-Skylights-Plastic MA -Aly, lts; N g-Bol race InteriolA.00 r Panels 61. 1 lation- s -Ceilings I of i Itration-Walls-Windows Date Q Card B-1 r--� Date Card B-1 Dat swM02a Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s E*lSteps-Door & Sidelight Protection-Landinas Sm a Detector urnace Vents -clearance -Comb, Air-Connector- Inqdrage; Above Floor -Ducts -Mach. Protection edam Exitino _ . & Bath Fixtures & Tub Access -Spa 0000'Elec. Trim & Subpanel, Breaker Sizes & Labels 7&ooFirfvMce or Stove, Clearance -Hearth 7 ec. Outlets at Wood Panel, Int. & Ext. t. Fig. & Appliance; Ground -Air Gap -Cooking Clearance gaw-Ere utlets & Receptacles at Kit. Counter ar a Fire Door; Swing -Landing -Closure 7 uct in Garage -Damper 7 tr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in age; Above Floor-Mech. Protection lec. & Mech. Equip. Listed for Location EI . eceptacles in Garage (F.F.I.)-Romex Protection In anon -Foam -Looked in Attic Gu ails & Deck Construction -Post Caps dn. VB is & Crawl Hole Door Drainage & Wood -Earth C rance Looked under Floor Q Yes _ Folloyint Ipslld./Drive i] Yes ❑ NoMalks Q Yes 7 No/Planters Q Yes 0 No tV YpfTfs Above Roof,-Wg-Appliance-Fireplace-Cleasence to Ooeninas QB,- ' r Elec. Trim, G.F.I. Receptacle -Underground entiialro Throuahout House 06!Co fiioV from Previous Inspections G st-Meters Tagged, Gas -Electric ter & Sewer Connected -C/O to Grade -HD Approval Mr E gy Compliance Certificate -Other Certificates MAddress Posted Date (% 6 Card B-1 Date Card B-1 Dat Card B-1 Date Card B-1 Dat Card B-1 Date Card B-1 Comments at Final: .'= OK Card B-1 Date Card B-1 0 = Not OK Card B-1 Date Card B-1 - = NotJ4pplicable HOMES =Not Ready .MOBILE Date MOBILE HOME UTILITIES (Plans) OK except #'s 3. 1. Zoning Requirements -Setbacks -Easements 4. 2. Soils; Special MH Support Sketch 5. 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L'ft. / /'Nat. or/ /"L"ft./ /'LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy 12. Permanent Foundation Only: License Decal Date 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-GEI 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 COUNTY OF BUTTE-_'- BUILDING UTTE-BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (53.0) 89172751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE y 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 cont this office immediately. Y 5 Date Inspector U REV 10 2 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Cernter Drive • Oroville, CA • (530)'538-7541 CORRECTION NOTICE All,- 99-1z-/3 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. t; 4t be 4 .y :F. `s Date U Inspector REV 10 (42 ..�-..,,�,,••..,_,•,.d..l�•'�-s-r----rtir+.'y€.,'•1r-f �°7�+Xc`a..�.......--E-•--x-e-"-•s•.�e._w+M1+..�.v�.•re:`•C`•�'�rr--".-S'.T•. 5. COUNTY OF BUTTE '. BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Driven Oroville, CA • (530) 538-7541 CORRECTION NOTICE 9-2.2-7 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 >is office immediately. t AC2w� //c C<l<<5 5 A-, e C e . YJ ti t� r e�fd • . Date J —7 t7 Inspector REV 101J2 NO f- -4 B to i. y 6 � c, T�A f 4114 �Ie_ G D a 10,400 t AC2w� //c C<l<<5 5 A-, e C e . YJ ti t� r e�fd • . Date J —7 t7 Inspector REV 101J2 NO f- -4 B to ,,.�...s:•+c, :�'a,ri-xv'�,3&.-y--.,.- ,�.••se �^ss-^�,a•.;.^'x:�•.-„r+nF•s4T`k..Yk�`c�tlr�rR-w::�-�F'R'r,�+9j�^��., F• 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 IQ�L 2z7-3 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. S .a x+ `M1I :2 sV1� K' k- r Date'Inspector— ,,u` r2. REV 10 , 2 1� 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 NOTICE OWNER PERMIT NO. A routine inspectio indicates that the following violations of butte county Ordinances exist at the- above address d should be corrected. Please notice this office when correction of work is completed. If ou have any questions pertaining to this matter; ,of -need additional explanation, =r please con ct this office immediately. DAY TON ,.T. 2/N. R. /E M. D. B. 8 M. 30 ` 9 2!t . �• 6� r -s� 2i5 9� 0� �z`\ 3 9\ Al ' g1 5SP 'y 1A �`�i �j \ 55 X59 72 C> G A �` A 1 56 g \ ' ��� 6 2\ A�� 47l%� g1i DAYMN WE.Ir ROAD 1�`�G �1 ` 8 f1+1, m P ��O til , 60 V 60 r 0257.99 �a�2 Ga ��� Z 626 1 ` :o r� co v 1 9 AO l` 6� 27 y i 0.54 ftp 9APil i AC 0 6A , P2 20 \`� �a� r I C�2 w � Ji Ob N 36 F ' 1�t 6 36�p6 A� )9 01 23 6 r� 9 6 j Z 5 g0 A9 00 . 26.\ Q3 30 0�� p�� a bp,1 5� , 0 \�20 t • �'�.:..; .:• : .. ._ ...:..:......� . � �.'::.:.':�.:.;tr;...:;.. - � . ;� _ 10 10 76 �\ � 3 / q - R j l r 4 o Ac. - f.. ......_ t 9 .y9 3 h T 1Z f e5 AS Ac. l2 �' 15 85�1 A 98 111 1 3 .444 Ac. to �•�` /3 r, ' a 1A 88 �`� 99 i IIO O .45 Ac - r 3 r ® I Gp 15 82 `O. 1` 1 g10/ /�. 1616 G w �. SQ" 16 � ,�� 8 ` 6� � l 11 99� AO 1 X10 �� \� \h 117 , 1 `s'r "'g9 91 A 1 \ ` 14 ` 32 � ` �. 682 Assessor's Map No. 39-27 DAYTON M.O.R. BK. /Pps. 3a 4' �`O93 \ County of Butfe, Calif. 2:fl) ENGINEEREDWOODSYSTEMS 11 Certificate of Conformance Certificate 054062 THIS IS TO CERTIFY that the glued laminated timberproducts identified with a collective mark of Engineered Wood Systems (EWS) were manufactured -in accordance with the applicable standards and associated specifications indicated below: ANSI Standard A190.1-1992; For Wood Products — Structural Glued ' Laminated Timber NER-486 Glued Laminated -Timber Combinations And "GAP" Computer Program For Determining Design Stresses FC.117-93 *Ma nufacturing — Standard Specifications For Structural �r Glued Laminated Timber Of.Softwood Species' 1)0� IT IS HEREBY CERTIFIED that the_ -APA EWS trademarked structural glued laminated timber members were produced in'a manufacturing facility subject to'.regular audits in accordance with the Engineered Wood Systems (EWS) Quality. Assurance Program.'Routine:audits include inspection of the manufacturing process and evaluation of the in -plant QA program with adequate sampling to verify conformance to industry standards for lumber grade and glueline bond quality. 01t4.,,u ` 1*i0 -A 00 so /mss m/ z = SEAL•.. 3 � nrJ co �0:.SH IN T b ' Y T r - Thomas G. Williamson Executive Vice President Com, C14• g -S ENGINEERED WOOD SYSTEMS is a related corporation of APA — THE ENGINEERED WOOD ASSOCIATION 7011 South 19th Street - P.O. Box 11700 - Tacoma, WA 96411-0700 Telephone; (253) 565-6600 - Fax Number: (253) 565-7265 r ., r il 1 9 THU 13:23 FAX : MOSS LUMBER CO.,iINC. ORIGINAL 5321 E ROAD -P.O. BOY991350 4 VALLEY COURT REDOING. CA 96099.I&M.(570)244.0700 CHICO.CA95526•(530)095-0700 i Z002 � L D O BY DrcBy CHECKED By HOW DELIVERED Na— 26 16924 I NVO T CE 12/09/99 12:18 01 NATHAN J. MILLER CONSTRUCTION*r SHIP MILLER ` S SS9 3996 FRONT ST. T0: ?1996 FRONT ST CHICO, CA 95928-8925 CHICO, CA A 41 D OUR PO: 242013 CUST#: 34489.0138 P56-895Ei30309/99 • TERMS: 1%.10TH f La QUANTITY DESCRIPTION 303 ITEM UNITS 1 20 GLUE LAMS .12101000E 20 2 '3-1/8X13-1/2 24F—U4 STD CAM P E C I'A L 0! Pt `' THIS IS A SPECIAL ORDERED ITEM.THERE ARE t,10CASH REFUNDS OR CREDITS ISSUED ON SPECIAL ORDERS ACKNOWLEDGED BY a d OCCLARAnoN r„e ur'mt3iw%m =w.. v4 Ow-wes mat hill”, I: Ina ONO", Contrwor. Omar, SuDCArdmdar or ROW sumorlsoa 419WA at the O.iwr and o .vdwdx.d m "urcnl:a Ina 400" 043cf0ed moterlal on Donall at Oame, n, hit Van1. It U Nnrw O.dArad ow tAa rn,,tarlil doacaood aDo.a if to w <Proun00 in ft aDd+O -�u,0a Ice, .Lia q,.iae.b«.o a rcn of ImDro.amOnl, .011 ro olnar pa drla Sonar ratdhy NI fIgNs 10 MCClonk: flan:, Stdo NrtCee, Bund Notices, 4M and .4110, ,on,.ed egeldea at . j F.Ws: all OYI au* oatwrm-. s subject b a SERVICE CHARCE co rewou PY a DerIOOc rato 011 112% pER MONTH +a4n I: in ANNUAL PERCENTACF :,A TE Df 10%. Not duo Ifhn o1 lrNrttn folbnlnd data N puramss. aro *4100 domquad Y dot ped by ow 30th. 10TICE: 1. PURCHASER WILL PAT ACTUAL AND REASONABLE COLLECTION 00" OCCASIONED By BREACH OF HIS ftL1WTION HEREUNDER. PURCHASER WILL DAV REASONABLE ATTORNEY CM FOR COLLECTION OR ENFOft"MCNT, 1.5NORTAGE ANDOO OUALrTT CLAIMS MUST BE MADE WITHIN THREE (0) DAYS AFTER RCC[IPT OF MATERIAL. AANY ITEM RETUNNCD FOR CREDIT MUST BE PRE-AUTHORfZED. A RESTOCK94C CHARGE ON ALL RETURNS, -'.ONOITIONS Or PURCHASE: l b9f" etas I .m tgale IOr 20 Toms DUTJIAAPd I uhaloretartd Ont Any:Dettal Prow IIVm CANNOT (IE RETURNED. Ant, am., 1n tONrnr.O ra stpgc7 to Imf AdAmiwaim.9 r0 0u2YtY Ana 4uonWy PRIOR 104-J-19 3 Cook AND 19 SUBJECT TO A 21% R45TOCK CUAROE. W 46 C 80 F 9 ROM3 0 42339-9 I D#: 315643. 0610 PRICE/UNIT AMOUNT 6.72 EA 134.40 SUBTOTAL 134.40 D CA SALES TAX 9.74 TOTAL 144.14 AECE1VED BY LOERKE INSULATION CO., INC.., INSULATION CERTIFICATE 3 996 f'M Nr s7-•- um�e� 13 41 7T -e5- County s diA110 — Lot Number DESCRIPTION OF INSTALLATION 1. ROOF Material -- Thickness (inches 2. CEILING Brand Name Thermal Resistance (R -Value) Batt or Blanket Type—F-jbf[glits Brand Name Johns Manville Thickness (inches /d- __ _ Thermal Resistance (R -Value) Loose Fill Type Fiberglass Brand Name Johns Manville • - Contractor/s min. installed weight/ft sq. o 7,23 b. Minimum Thickness /6 inches. Manufacturer's installed weight per square foot to achieve Thermal Resistance (R Value) R. 3� 3. EXTERIOR WALL Material Fiberalass Batts Thickness (inches)—3 4. RAISED FLOOR Brand Name Johns Manville Thermal Resistance (R -Value) R - 13 Material Fiberalas-Batts Brand Name—ahnARanYilhe_ Thickness (inches) Thermal Resistance (R -Value) 5. SLAB FLOOR / PERIMETER Material Thickness Perimeter Insulation Depth (inches) 6. FOUNDATION WALL Material Thickness (inches DECLARATION Brand Name Thermal Resistance (R -Value Brand Name Thermal Resistance (R -Value 1 hereby certify that the above insulation was installed in the building at the above location in conformance " with the current Energy Efficiency Standards for residential buildings (Title 24,Part 6, California Code of Regulations) as indicated on the Certificate of compliance, where applicable. C14499150LL4Z"(-'� �f •/,Z 00 LOERKE INSULATION CO., INC. Item s —T em # r, -! "Signature, ate Installi g�u�contractor o. ame r j General Contractor (Co. Name) Or Owner —item s Signature, Crate Item #s Signature, Date - — Installing �u6contFactor o. ame -- r —! General Contractor (Co. ame) Or�wner i Instailing -Sub conf ctor_ {Cn. Mame) Or I General Contractor ( Co. Name Or Owner i l/ COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 C )RMIT No. (Rev.12/96) ;' ��; APPLICATION AND PERMIT ,1 ASSESSOR PARCEL NUMBER 039-270-092 ZONING SRl BUILDING PERMIT OWNER NATHON MILLER TELCy !7- 3303 Q`J� .J SQ. FT. OCC. BUILDING VALUATION .OWNERS MAIUNG ADDRESS 3996 FRONT STREET, CHICO, 95928616 1635 R-3 88 290.00 U 111088.00 CONTRACTOR'S NAME OWNER TELEPHONE C 3 92.00 CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAIUNG ADDRESS Fireplace A 1,500.00 Total Valuation $ 104,5 0.00 ARCHITECT OR ENGINEER UCENSE NO. Filing Fee $ 20.00 Permit Fee $ 657.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 427.05 BUILDINGADDRESS 3996 FRONT STREET, DAYTON Energy Plan Checking Fee $ 23.00 $ PERMIT FEE $ 1,127.05 LAT NO. 18 SUBDNISIONS NAME TOWN OF DAYTON 1 PARCEL MAP PLUMBING PERMIT Fling Fee 1 20.00 USEOFSTRUCTURE SF RX Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 9 7.001 63. Solar or heat pump water heater 23.00 Water piping 15.00 15.0 Each as water heater or vent 15.00 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Udlrbes E3Installation ❑ Other ❑ 2 BEDROOM 2 BATH WITH 2 CAR GARAGE Describe Work: ' Gas piping system 1 - 5 outlets 15.00 15.00 Building sewer 15.00 15.00 Mobile Home I s G W 920.00 PERMIT FEE $ 143.00 ELECTRICAL PERMIT Fling Feel 20.00 Main Service '."'.A. R LESS 1 23.00 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. -7 ) LI 715' OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: XI, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors .. - to construct the project. ❑ 1 am exempt under Sec. Business_ and Professions Code for this reason Main Service 200A TO +000A 46.00 NEW CONST. DWELLING OCCUR SO OR ADONS. ( a ACC. BIDS. 3.52FT. 78.80 NOµHESI�. MULTI.OUTLU Ts @7,50 POWER APPARATUS 8 SINGLE OUTLET CIR. @ Ex. QCCU OUTLET OR FIXTURES BOL. 1 0 Ex. Occup. OFIx � Aa ) E 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring23.00 PERMIT FEE $ 121 _Rn WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensati n laws of California, and agree that if I should become subject to the Irk' mpe ation p ovisions of section 3700 of the Labor Code, I shall f w' ompl with o provisions. X Date 1�� ' Sig aur of Ap ' ant Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ no occ CONST. nPE TOTAL FEE $ 1,5 3.35 HOZ. D. FEES IM FLOOD COF P EI H ISS This permit is hereby issued under the applicable provisions Code and/or Resolutions to do work indica aMch fees have been paid. of the ButwtDate By 9� PERMIT EXPIRES ON ////19 ZOoD 4te Receipt No. 9 5�5/1523.35 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT V COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville; California 95965 • Telephone (530) 538-7541 PERMIT NO ,Rev. 12/96) -^i APPLICATION AND PERMIT ASSESSORPAACELI�7S ^„ f O^^ lPJ\ O'C!� �•1I L ZONIAIL BUILDING PERMIT OWNER TI�LEDNOI�NSO. 63 FT. OCC. BUILDING VALUATION OWNER'SND AD LL Tz ro S I - 5 V o CONTRACTOR'S NAME TELEPHONE (J CONTRACTOR'S MAILING ADDRESS CONSTRUCTION LENDER Fireplace 1500 , hn LENDER'S MAILING ADDREes Total Valuation S , ARCHITECT oatrrmr+Erst SENO' Flin Fee $ 20.00 Permit Fee $ -7-, ARCHITECT OR ETxr.IEFR'S� ADDRESS Plan Checking Fee $ , j SULDLNGADDRESs 2 - Energy Plan Checking Fee $ a 3, 0o J $ PERMIT FEE $ LOTNt 6Lueons NAME .L PARCM MAP PLUMBING PERMIT Fling Feel 20.00 ltJr Each Trap Q 1 7.00 USEOFSTRUCTURE Solar or heat pump water heater 23.00 Water piping 15.00 SF,V Duplex 0, Mobilehome ❑ Other SPWFy Each gas water heater or vent 15.00 TYPE OF WORK Gas piping system 1 - 5 outlets 15.00 IOU Kb Building sewer 15.00 New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Mobile Home IS I GI W @20.00 Describe Work: (.(J ill L �t1uw_ PERMIT FEE t 149.00 —�U NJ ELECTRICAL PERMIT Fling Feel 20.00 Main Service 00 OR LEss t 23.00 Main Service 200A TO 1000" 46.00 • . NEW CONST. DWELLING OCCUP. 3.SdF'T. OR ADONS. & ACC. BLDS. 8D • NEW CONST. MULTI -OUTLET NON•RES10. @7.50 POWER APPARATUS 8 -SINGLE OUTLET CIR Ex. Occup. OUTLET OR FTKTURESa 20 1.00 .50 Ex. Occup.OLm A .°REA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 1 PERMIT FEE $ , MECHANICAL PERMIT Fling Fee 20.00 Heating 'j i7v 2660 C� Cooling 2s Zs. a� din Hood 6.50 Ventilation y •10 PERMIT FEt S Mobile Home Installn on Fee $ Energy Inspection Vee S , O `°"S' TOT.41- FE $ iI Irn I —Z. I D. _;.,Il17 COF PAR• NO 6SU I This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutlons to do work indicated above for which fees have been paid. By Date PERMIT EXPIRES ON COUNTY, OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PERMIT APPLICATION DATA SHEET OWNER: "� Q -Ke -VA OL,WA ASSESSOR PARCEERr)'�q Proposed Building Use: 'S , r. Building Inspector: Date: /0-1 — G q At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: Date Received By ❑ 1. All iiems have been submitted-------------------------------------------------------------------------------------- ❑2. Plot plans, 3/4 sets, signed by the preparer of plans. ---- ------------------------------------------------------- 03. Complete plans, 3/4 sets, signed by the preparer of plans- ----------------------------------------------------- E14. ----------------------------------------------------❑4. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ 0 6. Energy Design Compliance and supporting documentation. ---------------------------------------------------- El 7. Statement of Intent for Non -Heated and A/C Buildings.--------------------------------------------------------- ❑8. Hazardous Material Form. ------------------------------------------------------------------------------------------ ❑ 9. Manufactured Home data and installation instructions including Tie Down Specifications .-----------------= Fof $ ------------------------------------------------------------------------------------- Impact fees as shown on the attached schedule. - - - ___ ____________________ �-.�;--��'- � tom, ❑ 12. California Department of Forestry plan approval/fees.--------------------------------------------------------- El 13. Flood elevation certificate. ---------------------------------------------------------------------------------------- / 4` QA 4. Sanitation and plot plan approval Ck 7 w Health Department. -------------- ----------------------------- %�9 — / Y - 015. City of Chico plumbing permit. ----------------------------------------------------------------------------------- 016. Plot plan and business license approval from the City of Biggs. ----------------- =---------------------------- 017. Planning approval for (A) Use: C3K (B) Parking: l��g�, fie= __ ' ) a^ 6-M ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ----------------------- ❑ 19. Encroachment Permit for driveway (construction approval prior to occupancy). ---------------------------- 020. Pre -inspection for required Request to Building Inspector on - (Date) 1]21. Contractor's license information. (Number, Name Style, Classification). ------------------------------------ El 22. -----------------------------------022. Workers' Compensation carrier and policy number. ------------------------------------------ ------------------ ❑23. Owner -Builder Verification (Given to owner ❑, Mailed to owner EI) - -------------------------------------- E124. -------------------------------------❑24. Letter of signature authorization. -------------------------------------------------------------------------------- 025. Recorded copy of Agricultural Acknowledgment Statement. ______________________ ❑ 26. Letter of intent on building use. ----------------------------------------------------------------------------------- 027. Manufactured Home utility clearance. --------------------------------------------------------------------------- 028. Existing violations and/or expired permits. ---------------------------------------------------------------------- ❑2 . 04 A, OGrant Deed, O M.H. Title, O Check to H.C.D $ • _______________ they: C J � When you issue the permit, process as follows ❑ Mail to owner, OMt •ail. to contractor. ❑� Telephone 5� 3303 d hold for pickup at C � 0; 1 . ❑ e 'ver with inspector. VApplicant: ate: Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Dep❑ Pollution Date: By: Copy of plans sent 11Health Department, ❑ Fire Department, er Date: By: Index permit application for the above items numbered: ❑ Plan Check List 2. Additional items required: \1� Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Buil vision counter, by Date: Plans reviewed by:Date: Zf, — Plans approved by: Date: Sets of plans on`fiold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: / �- TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance Owner Location/AP# Plan ApprovecLfo��,Sewage Disposal V' Water Supply: Public - Private Well i -- Clearance fff?- '?Jwi lling. Other Hold final for: /l0 r( U� �/�lD l ct �It✓ l/fl�1,U �/ ��I/ �/,F 7-10W Final clearance O.K. for: NOTE: Environmental Health Specialist f Date 8/96 E.H. USE ONLY . Not Wan Attached Floor Wan Attach d Sent to B.O. Owner Location/AP# Plan ApprovecLfo��,Sewage Disposal V' Water Supply: Public - Private Well i -- Clearance fff?- '?Jwi lling. Other Hold final for: /l0 r( U� �/�lD l ct �It✓ l/fl�1,U �/ ��I/ �/,F 7-10W Final clearance O.K. for: NOTE: Environmental Health Specialist f Date 8/96 COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 TELEPHONE (916) 538-7541 SCHEDULE OF FEES DUE ^^�� OWNER f l A.P. #_"C)ga PROPOSED BUILDING USE DATE RECEIPT # DATE REC 1. BUILDING PERMIT FEES -- Balance Due ................ $ -- Additional Fees Due ........... $ -- Additional Fees Due ........... $ 'k-- Revised Plan Checking Fee ....... $ I2. SCHOOL DISTRICT FEES (paid at District Office) f y� 3. SHERIFF FEES (paid at Building Division) Residential ........ x $360.00 = $ Units Commercial (sq.ft.)... x $0.03 = $ Sq. Ft. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit) . x - = $ #Units Amt. Commercial (sq.ft.) .. x =$ Sq.Ft. Amt. iOffice) Z5. District DISTRICT FEES (pard at str ct 6. THERMALITO DRAINAGE DISTRICT FEES $516.00 (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. APPLICANT M DATE /0/// Pursuant to Government Code S tion 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) OWNER -BUILDER ,VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until ' this verification is received. 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement : YES. NO D 2. I HAVE— HAVE NOT Ef signed an application for a building permit for the proposed w_ ork. 3. I have contracted with the following person. (firm) to.provice: the. proposed construction: NAME • ADDRESS: CITY;_ PHONE: CONTRACTOR'S LICENSE NO. 4. I plan to provide portions of this work, but I have hired -the following person to coordinate, supervise, and provide the major work: NAME: ADDRESS: CITY:. PHONE: CONTRACTOR'S LICENSE NO. 5. I will provide some of the workbut I have contracted (hired) the following persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK SIGN D: "ROPERTYOWNER: SOCIAL SECURITY ATE: ' � NOTE: This Owner -Builder Verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to Issue the permit. OVER OWNER BUILDER INFORMATION I Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of propefty improvements specified. For your protection, you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and- to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. ; If yotl plan to ddyour own work with the exceptlon of various trades that you plan to subconuut you should be aware of the following information for your benefit and protection: ♦ If you employ or otherwise engage any persons other than your immediate family, and the work (includmg materials and other costs) is $300 or more for the entire. project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. ♦ If you are an employer, you must register with the State and Federal Governments as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security. taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. ♦ There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to worker's compensation insurance. ♦ For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "owner builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. 4Mage'rC,BVuii1diirng y, �CU�_ . a, C.B.O. Inspection NOTE: This Own er-Bui/der Information is required by Section 19830 of the CaWornia Health and Safety Code OVER GREGORY A. PEITZ ARCHITECT 1907 MANGROVE, SUITE "E", CHICO CA 95926 (916) 894-5719 0 PROJECT: I have reviewed the truss submittal for the above project and all loading design criteria have been met. Architect _A 4 � / -GREGORY A. PEITZ ARCHITECT 383 RIO LINDO AVE., CHICO CA 95926 (916) 894-5719 Structural Calculations For: AR ft y �k No. C 1 83 REN. V • F �� C O ; LOAD SUMMARY Wind Analysis Normal force method, exposure B, 75 mph wind speed P=CeCgQsI WALLS P =.62 * 1.3 * 14.5 * 1.0 =.01 17 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 * 1.4.5 * 1.0 ='.009 ksf. @ 15 ft.. . P=.67* 1.0* 14.5* 1.0=.010 ksf @ 20 ft' P=.72*1.0*14.5*1.0=.011 ksf @25 ft. P=.76* 1.0* 14.5* 1.0=.011 ksf @ 30 ft. ROOFS 9:12 TO 12:12 P=.62*1.1*14.5*,1.0=.010 ksf@ 15 ft. P =.67 * 1.1 * 14.5 * 1.0 =.01 I 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 Analvsis Static Method V = 2.5 .Ca (w) = 2.5 * .36 = .1636 (w) @ plywd. shear walls R 5.5 V 2.5 Ca (w) = 2.5 * .36 = .20..(w) @ plaster and gyp. bd. shear walls R 4.5 Gravity Loads ROOF LOADS: .10 psf. dead load .+ 16 psf live load = 26 psf total load FLOOR LOADS: 10 psf dead load + 40 psf, live load = 50 psf total load WALL LOADS: 12 psf @ 3 -coat plaster exterior walls; 8 psf @ interior walls; 10 psf @ exterior walls with 1 -coat stucco or siding \. h.. W W W H H H W W W W W W s xx NNW ' 000 1400 - N .- eva aa_a• N H N C N h 5.z 1 7 .i, .Y W W W H H H W W W W W W s xx NNW ' 000 1400 - N .- eva aa_a• N H N C N h 5.z 1 f W W W H H H W W W W W W s xx NNW ' 000 1400 - N .- eva aa_a• N H N C N h 5.z 1 ' i 7M a 1 ro /Cl cd r . 4/0 710, 6j, • I'u � • ray �� /17Th b O 1 N N N N N N AAA AN-• N Son U1 N YI I=I mmm 11-4 CAIA(A �Z �h 22-141 50 SHEETS 22-142 100 SHEETS 22-144 200 SHEETS. 14 09 OQ 22-141. 50 SHEETS 22-142 100 SHEETS 22-144 200 SHEETS 09 a ��y411 :r09 s �` aIr Nt rb CIV � N tj __ _.r F �� November 4, 1999 Nathan Miller . 3996 Front St. Chico, CA 95928 :- •: ��� utte ount LAND OF NATURAL WEALTH AND BEAUTY BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530) 538-2140 Building Permit Number: 99-2273 Assessor's Parcel Number: 039-270-092 This office reviewed the above referenced building plans. Provide additional information and/or make revisions to plans, specifications and calculations as follows: We do not have a braced wall panel schedule on the plans. Please include this schedule. The skylights are still not on the energy calculations. Please eliminate the skylight area or provide new energy calculations. Please have your engineer review your porch beam on the north side of the house. It supports 43 foot long trusses and a 4x12 will not span 12+ feet.(Neither will a 4x14). Plan check will continue upon receipt of the above items. Additional items may be required when plan check is resumed. If you wish to discuss any requirements, you may contact me at (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. - Sincerely, Linda Sexton Building Inspecto I. RESIDE -4TIAL PLAN CHECKING GUIDE • SINGLE FAMILY, DUPLEX AND MISCELLANEOUS, ONLY.,; - OWNER: NLY;,; OWNER:a���� BUILDINGP f ER PLAN CHECKER: A. P. NUMBER: Zoning requirements: (side yards and number of permitted Irving units). c2! Valuation. { . .....,.: �) . ... _ .. : ,..._. ... 3-' Plans signed by designer. GY Proper description of work on application. ; Existing violations on property. © Items on data sheet, (Impact Fees, Environmental Health, Developer Fees, etc.). Recorded notice of violation. ,• -+ .....,:.,., .. rL-) l rLH1V Complete parcel size and dimensions. Setbacks, side yards, easements, etc. Other buildings or structures. Grading, fills and/or drainage. Flood hazard. Special conditions on creation map (Noise, SA.A., Fire Shridkler§, Water Tender. This; etc.). F.A.U. & F.A.S. road setback. Building or utilities across lot lines (Record form). FLOOR PLAN: Complete to scale plan with dimensions. Required windows for light and ventilation (Section 1203). Required windows for second exit (Section 310.4). Skylights (Section 2409 & 2603.7). , Glazing in Hazardous Locations (Section 2406). Required room sizes, ceiling heights (Section 310.6). G.F.C.I. in baths, garage, kitchen, wet bar and exterior outlets (N.E.C. 210). Lights, switches, receptacles, and exterior receptacles for maintenance of mechanical equipment. Location of water heaters, heating and cooling equipment, other electrical or gas equipment. Garage firewall, door size and closer (Section, 302.4). Minimum of one 37 exterior door (Section 1004.6) Fireplace and wood stove location, alcoves and clearance. Smoke detectors (Section 310.9.1). Plumbing fixtures, water closet clearances and shower size. Conventional Construction - Unusually Shaped Buildings (Section 2326.5.4) Standard bracing or engineered design (Section 2326.11.3). Clerestory requiring balloon framing and/or engineering. fThree story building requiring engineered calculations and plans. Foundation plan complete enough to construct building. Floor construction details complete enough to construct building. Elevations and wall construction details complete enough to construct building. Roof construction details complete enough to construct building. Rafter ties or bearing ridge beam. Fireplace construction details and Calc. if necessary. Crime-deerwWor porch header sizes. Studheights. W. Adobe soils - special foundation design. Retaining walls requiring design. Special Inspection requirements. Header size. June 1997 3.2 WSCELLANEOUS ITEMS TO LOQ 'UT FOR: Stairway details: landings, ria., and run, head clearance, handrails (Section 1000,. Guardrail details (Section 509). Brick or stone veneer (Section 1403). Exterior plaster - weep screeds (Section 2506). Proper roof pitch for roof covering (Section • 1501). Roof covering type - (fire hazard). Foam insulation - protection. 36" halls and stairways. Living area over garage - complete I -hour separation required on garage side including supporting walls and posts. Two exits on three - story dwellings (Section 1003). Underfloor access and ventilation (Section 2317.7). Attic access and ventilation (Section 1505). Combustion air for fuel burning appliances - L.P.G. requirements. ` Noise requirements on duplexes. Energy design Flashing at all exterior openings. C.D.F. responsible area requirements. Automatic Fire Sprinkler Systems (Section 310.10) For Inspection Jacket: Flood Huard/Elevation Certificate SRA Requirements Special Inspection Requirements .: ..: Automatic Fire Sprinklers . n / �f' w June 1997 3.2 October 19, 1999 Nathan Miller 3996 Front St. Chico, CA 95928 L7 -1-1 _ B E A U T Y BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530) 538-2140 Building Permit Number: 99-2273 Assessor's Parcel Number: 039-270-092 This office reviewed the above referenced building plans. Provide additional information and/or make revisions to plans, specifications and calculations as follows: This house has been designed by an engineer for lateral bracing. Please provide the calculations, stamped and wet signed by the engineer. Have the engineer provide a letter stating that he has reviewed the truss package and it conforms to his design. Please indicate the location of your HVAC equipment. x�?/ Please provide.all header and porch beam sizes. Your plans call fora drag truss. Please provide this truss detail and have the engineer approve it. 6. Your energy calculations are.incorrect. The square footage is,1-63-7-, not 1664. The orientation of the house is incorrect. Thee glazing directions -are incorrect. The calculations do not include the skylight. Please submit new calculations. Plan check will continue upon receipt of the above items. Additional items may be required when plan check is resumed. If you wish to discuss any requirements, you may contact me at (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. Sincerely, Linda Sexton Building Inspector III. " .44'Yi 1' ,t,r .'' ' .t .:•[t ;7+'il7r,'�'+�" :,*c. " S' ` ,. .. '.i' "S+e,-'1"d•'' .4i �'s 4'. 'Y':.' h'_�'. t,`-;iw'�T,.�jR� BUTTE COUNTY PARK FACILITY FEE PAYMENT CERTIFICATION FORM DURHAM RECREATION AND PARK DISTRICT 0, c Assessor Parcel Number (s): &39 - a-4 D - I a Property Owner (s): (,L M.lX_k/k, Project Location/Address: Subdivison Name: Assessable Square Footage: (p 3 Type of Residential Development (check one): . sq `fes ; /y New Development Alteration/Addition Mobile Home (s) ❑ Non -Residential t6 Residential Comments: AA - 4 N�LuIb-I- tq Building Division Representative Date V , t Durham Recreation and Park District (DRPD) certifies that Na �'ha n �'yl �l % r �5 7 95 -3303 Applicant Name I Applicant Phone Number 39 9 Cn F-ro n Street Address co C4 9692-8 ity State Zip Code has complied with the requirements of the Butte County Board of Supervisors Resolution No. 93 - 114 by payment for square feet -at $ 1.04 per square foot for a total payment of $ 1 q. (o& ALM_, DRPD Representative PAID BY CHECK No.: BANK No.: 25- 80 PAID BY CASH: RECEIPT No.: �0 99 Date Remarks:®�� s' F: DISTRIBUTION: WHITE - APPLICANT PINK - DRPD YELLOW - BUTTE CO. BUILDING DIVISION r BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) t/ i School District / Building Department No. A.P. Number O� O4 Z Jurisdiction: _ City County r• � / D a7 Property Owner Property Location/Address Subdivision Lot No. 7JV Residential Development ' .................................................� (Zip Code) ........................................... Sq. Footage / l� No ALiving Mobile Home Addition/ Supplemental to (Group R) Units Installation. Conversion Permit # AS 2926 _ �u.1.. T t ?..4 t •I : t 4 i �: :.. e T ........*(No foundation inspect on,' l• I .• i $ T I• ..� , _, fti Ra a f t �:. f r Commercial/Industrial 0 Sq. Footage New Addition Date ' ; (Including Exterior Roofed Areas) t A Building Department Represen moor vanns. reviewea uy acnoor vistnct rersonneil District Identification No. ' �(J/elTr'1' (J/lJ / School District certifies that ,3 99 (Street Address) e /4-! Co ) C /10-1 9' Y7 - Date M L L E -7z (Applicant) S95- 330,3 (Phone Number) 9syz9 (City) (State) (Zip Code) has complied with the requirements of Resolution No. by payment of $ ? p �[ J O O p , `/ 0 representing % 6- ,3J5 square feet. AS 2926 S tt ) FULL MITIGATI N $ T I• ..� , _, fti Ra a f t �:. 7! V. 1 ;. 4 School District Representative r Date Paid by Check # / / Remarks: -nob% -A -7 5 - RD yVo �w f -t-k e 4V be i e.►.•o v vd its- Lwve-11 {. 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 660201x►, within 90 days from the date fees are „paid. 'Failure to submit a timely written protest will prohibit' r` you from. challenging the imposition of the fees in any court.ection. it If, subsequent to the School District Representative signing this Butte County Schools Impact FeeCertification Form, the School District is ' notified b the applicable Local .Plannin Agency o ,that this ect is being reviewed under.the California Environmental Qualit Y- PP 9 ro' . • P 1 9Act ICE GA), Y - i this project hiay 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) t feeform.xls 110/98ldmm (3) r ORDER NO. BU -140825 MC MID VALLEY TITLE AND ESCROW COMPANY PRELIMINARY REPORT POST OFFICE BOX 3039 601 MAIN STREET CHICO, CALIFORNIA 95928 TELEPHONE (916) 893-5644 ALL POLICIES OF TITLE INSURANCE ISSUED BY FIRST AMERICAN TITLE INSURANCE COMPANY YOUR NO. ESCROW OFFICER: MARY CASEBEER RE: PYLE-LUKES/MILLER IN RESPONSE TO AN APPLICATION FOR A POLICY OF TITLE INSURANCE, THE, ISSUING AGENT, BRANCH OR SUBSIDIARY OF FIRST AMERICAN TITLE INSURANCE COMPANY, A CORPORATION, DESIGNATED HEREIN AS "ISSUING OFFICE" HEREBY REPORTS THAT IT IS PREPARED TO ISSUE, OR CAUSE TO BE ISSUED, AS OF THE DATE HEREOF, A POLICY OR POLICIES OF TITLE INSURANCE DESCRIBING THE LAND AND THE ESTATE OR INTEREST THEREIN HEREINAFTER SET FORTH, INSURING AGAINST LOSS WHICH MAY BE SUSTAINED BY REASON OF ANY DEFECT, LIEN OR ENCUMBRANCE NOT SHOWN OR REFERRED TO AS AN EXCEPTION HEREIN OR NOT EXCLUDED FROM COVERAGE PURSUANT TO THE PRINTED SCHEDULES, CONDITIONS AND STIPULATIONS OF SAID POLICY FORMS. THE PRINTED EXCEPTIONS AND EXCLUSIONS FROM THE COVERAGE OF SAID POLICY OR POLICIES ARE SET FORTH IN EXHIBIT A ATTACHED. COPIES OF THE POLICY FORMS SHOULD BE READ. THEY ARE AVAILABLE FROM THE OFFICE WHICH ISSUED THIS REPORT. 1. AMERICAN LAND TITLE ASSOCIATION OWNER'S POLICY FORM B - 1970 OR 1992 2. AMERICAN LAND TITLE ASSOCIATION RESIDENTIAL TITLE INSURANCE POLICY - 1987 4 3. AMERICAN'LAND TITLE ASSOCIATION LOAN POLICY.- 1970 OR 1992 4. CALIFORNIA LAND TITLE ASSOCIATION STANDARD COVERAGE POLICY - 1990 THIS REPORT (AND ANY SUPPLEMENTS OR AMENDMENTS THERETO) IS ISSUED SOLELY FOR THE PURPOSE OF FACILITATING THE ISSUANCE OF A POLICY OF TITLE INSURANCE AND NO LIABILITY IS ASSUMED HEREBY. IF IT IS DESIRED THAT LIABILITY BE ASSUMED PRIOR TO THE ISSUANCE OF A POLICY OF TITLE INSURANCE, A BINDER OR COMMITMENT SHOULD BE REQUESTED. DATED AS OF FEBRUARY 1, 1994, AT 7:30.A.M. . ROGER BUTTON, CHIEF TITLE OFFICER PAGE 1 ORDER NO. BU -140825 MC TITLE OF SAID ESTATE OR INTEREST AT THE DATE HEREOF IS VESTED IN: JOHN M. PYLE, AN UNMARRIED MAN, AS' TO AN UNDIVIDED 1/2 INTEREST; AND SARA LEIGH LUKES, AN UNMARRIED WOMAN, AS TO AN UNDIVIDED 1/2 INTEREST THE ESTATE, OR INTEREST IN THE LAND HEREINAFTER DESCRIBED OR REFERRED TO'COVERED BY THIS REPORT IS: A FEE AND EASEMENT AT THE DATE HEREOF EXCEPTIONS TO COVERAGE IN ADDITION TO THE PRINTED EXCEPTIONS AND EXCLUSIONS CONTAINED IN SAID POLICY FORM WOULD BE AS FOLLOWS: 1. THE LIEN OF SUPPLEMENTAL TABES ASSESSED PURSUANT TO CHAPTER 3.5 COMMENCING WITH SECTION 75 OF THE CALIFORNIA REVENUE AND TAXATION CODE. A REPORT HAS BEEN ORDERED TO DETERMINE IF A SUPPLEMENTAL TAX BILL HAS BEEN SENT OUT. IF A BILL HAS.BEEN SENT, A REPORT WILL FOLLOW PRIOR TO THE CLOSE OF ESCROW. RE -CHECK SUPPLEMENTAL TABES PRIOR TO THE CLOSE OF ESCROW. 2. THE HEREIN DESCRIBED PROPERTY LIES WITHIN THE BOUNDS OF THAT CERTAIN RECORD OF SURVEY RECORDED: APRIL 15, 1977, IN BOOK 61, OF MAPS, AT PAGE(S) 23, BUTTE COUNTY RECORDS. 3. AN EASEMENT AFFECTING .THE PORTION OF SAID LAND AND FOR THE PURPOSE STATED HEREIN, AND INCIDENTAL PURPOSES AS RESERVED FOR:, ROAD AND PUBLIC UTILITIES RECORDED: JULY 17, 1992, UNDER BUTTE COUNTY RECORDER'S SERIAL NO. 92-32104. AFFECTS: THE SOUTHEASTERLY PORTION OF PARCEL I. 4. IT WILL BE NECESSARY THAT THE SPOUSE OF THE VESTEE, IF MARRIED, SIGN ALL DOCUMENTS (OR EXECUTE A. DEED) IN ORDER TO ELIMINATE THEIR COMMUNITY INTEREST. 4 CONTINUED PAGE 2 r ORDER NO. BU -140825 MC TAX NOTE: GENERAL AND SPECIAL BUTTE COUNTY TAXES FOR THE FISCAL YEAR 1993-94, 1ST INSTALLMENT: $104:81, PAID. 2ND INSTALLMENT: $104.81, PAID. EXEMPTION: $_o_ ASSESSED: SEPARATELY AP# 039-270-092-000 CODE AREA 070-019 NOTE: WHEN DEED GOES ON RECORD, THE RESERVATION AND/OR RESERVATIONS CONTAINED IN PARCEL(S) I OF THE DESCRIPTION WILL BE ELIMINATED AND THE FOLLOWING WILL BE SHOWN AS AN,ITEM ON THE POLICY: A NON-EXCLUSIVE EASEMENT AFFECTING THE PORTION OF SAID LAND AND FOR THE PURPOSE STATED HEREIN, AND INCIDENTAL PURPOSES AS RESERVED FOR: WELL AND WATER LINE PURPOSES RECORDED: AFFECTS: THE WESTERLY 10 FEET OF LOT 78. PURCHASER: MILLER, NATHAN J. &. ANGELA M. RY:SB FEBRUARY 14, 1994 (STR) ORDER NO. BU -140825 MC DESCRIPTION ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE*STATE OF CALIFORNIA, COUNTY OF BUTTE, DESCRIBED AS FOLLOWS: PARCEL I: LOT 78, BLOCK 15, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "DAYTON", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON JUNE 25, 1868, IN BOOK 1 OF MAPS, AT PAGE(S) 3 AND 4. TOGETHER WITH' THAT PORTION OF THE NORTHWESTERLY HALF OF FRONT STREET (ABANDONED) LYING SOUTHERLY OF AND ADJACENT TO THE SOUTHEASTERLY LINE OF SAID LOT 78, AS ABANDONED IN BOOK 1 OF ROAD DEEDS, PAGE 45. RESERVING THEREFROM A NON-EXCLUSIVE EASEMENT 10 FEET IN WIDTH FOR WELL AND WATER LINE PURPOSES LYING NORTHEASTERLY OF THE NORTHWESTERLY LINE OF LOT 78, BLOCK 15, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "DAYTON", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON JUNE 25, 1868, IN BOOK 1 OF MAPS, AT PAGE(S) 3 AND 4, SAID LINE BEING DESCRIBED AS FOLLOWS: BEGINNING AT THE MOST WESTERLY CORNER OF SAID LOT 78; THENCE RUNNING SOUTHEASTERLY ALONG THE MOST WESTERLY LINE OF LOT 78 TO A POINT ON THE NORTHERLY LINE OF FRONT STREET (ABANDONED), AND THE END OF SAID LINE. PARCEL II: AN EASEMENT FOR ROAD AND PUBLIC UTILITIES PURPOSES OVER THAT PORTION OF THE SOUTHWESTERLY ONE HALF OF WATTS STREET (ABANDONED) WHICH LIES NORTHEASTERLY OF AND ADJACENT TO LOTS 76 AND 79, BLOCK 15 AND LOTS 109 AND 110, BLOCK 20, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "DAYTON", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON JUNE 25, 1868, IN BOOK 1 OF MAPS, AT PAGE(S) 3 AND 4, AND THAT PORTION OF THE WEST HALF OF THE INTERSECTION OF WATTS STREET (ABANDONED) AND FRONT STREET -(ABANDONED), AS SHOWN ON THAT CERTAIN MAP ENTITLED, "DAYTON", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON JUNE 25, 1868, IN BOOK 1 OF MAPS, AT PAGE(S) 3 AND 4. CONTINUED PAGE 4 ORDER NO. BU -140825 MC PARCEL III: AN EASEMENT FOR ROAD AND PUBLIC UTILITIES PURPOSES OVER THAT PORTION OF THE SOUTHERLY HALF OF FRONT STREET (ABANDONED) LYING NORTHERLY OF AND ADJACENT TO THE NORTHWESTERLY LINE OF LOT 109, BLOCK 20, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "DAYTON", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON JUNE 25, 1868, IN BOOK 1 OF MAPS, AT PAGE(S) 3 AND 4, AND THAT PORTION OF THE NORTHERLY HALF OF FRONT STREET (ABANDONED) LYING SOUTHERLY OF AND ADJACENT TO THE SOUTHEASTERLY LINE OF LOT 79, BLOCK 15, AS SHOWN ON SAID DAYTON MAP. PAGE 5 NOTICE SECTION 12413.1 OF THE. CALIFORNIA INSURANCE CODE, .EFFECTIVE JANUARY 1, 1990, REQUIRES THAT ANY TITLE IN- SURANCE COMPANY, UNDERWRITTEN TITLE COMPANY, OR CONTROLLED ESCROW COMPANY HANDLING FUNDS IN AN ESCROW OR SUB -ESCROW CAPACITY, WAIT A SPECIFIED ' NUMBER OF DAYS • AFTER DEPOSITING FUNDS, BEFORE RE- CORDING ANY DOCUMENTS IN CONNECTION WITH THE TRANSACTION OR DISBURSING FUNDS. THIS STATUTE ALLOWS FOR FUNDS DEPOSITED BY WIRE TRANSFER TO BE DISBURSED THE SAME DAY AS DEPOSIT. IN THE CASE OF CASH- IER'S CHECKS OR CERTIFIED CHECKS, FUNDS MAY BE DISBURSED THE NEXT DAY AFTER DEPOSIT. IN ORDER TO AVOID UNNECESSARY DELAYS -OF THREE TO SEVEN DAYS, OR MORE, PLEASE USE, WIRE TRANSFER, CASHIER'S CHECKS, OR CERTIFIED CHECKS WHENEVER POSSIBLE. IF YOU HAVE ANY QUESTIONS ABOUT THE EFFECT OF THIS NEW LAW, PLEASE CONTACT YOUR LOCAL FIRST AMERICAN OFFICE FOR,MORE DETAILS. RIS, i i Form No. 1068-F M � C AMER, . C NOTICE In accordance with Sections 18805 and 26131 of the Revenue and Taxation Code, a buyer may be required to withhold an amount equal to three and one-third percent of the sales price in the case . of the disposition of California real property interest by either: 1. A seller who is an individual with a last known street address outside of California or when the disbursement instructions authorize the proceeds be sent to a financial intermediary of the seller, OR 2. A corporate seller which has no permanent place of business in California. The buyer may become subject to penalty for failure to withhold an amount equal to the greater of 10 percent of the amount required to be withheld or five hundred dollars ($500). However, notwithstanding any other provision included in the California statutes referenced above, no buyer will be required to withhold any amount or be subject to penalty for failure to withhold if. 1. The sales price of the California real property conveyed does not exceed one hundred thousand dollars ($100,000), OR 2. The seller executes a written certificate, under the penalty of perjury, certifying that the seller is a resident of California, or if a corporation, has a permanent place of business in California, OR 3. The seller, who is an individual, executes a written certificate, under the penalty of perjury, that the California real property being conveyed is the seller's principal residence (as defined in Section 1034 of the Internal Revenue Code). The seller is subject to penalty for knowingly filing a fraudulent certificate for the purpose of avoiding the withholding requirement. The California statutes referenced above include provisions which authorize the Franchise Tax Board to grant reduced withholding and waivers from withholding on a case-by-case basis. The parties to this transaction should seek an attorney's, accountant's, or other tax specialist's opinion concerning the effect of this law on this transaction and should not act on any statements made or omitted by the escrow or closing officer. . Form No. 4001 (3/92) DAYTON r21N. RIE M. D. B. a M. 3 -27 < n�jr:DO" f, f, Ci i J/ 1200 30 lW m51 9 ZSL v 10 W -n c� 0 -7- J V 61 6 7 55 2 56 91 DAYTON WEST ROAO 9`' 0 to 60 60 2 10 pP ',�L F24 0.54 %9 INC) "0 AC Q0``` 9S1 q 22 V,. L�J 6 66 go t5 1P 56 90 0 9 0 A '9 ( 0 64 F261\ 133 V '1 0) 0 0 76 a 4 i 1 21 i" 34 10 A0 . . �0� 1 0 \v 132 6 97 1 40 A, 54 96 .45 AC. @ 12 50 15 85 98 14 66 99 11 044 A 6 110 S 11c, vk %(,0 1 82 to 0/ 4 A% lot 16 80 6\ 1 0- (117 91, X" %A 14 X06 68 DA Y ro/v M.O. R BA' P91S. 3 a 4 ;ROA g93 [26 Assessor's Map No.39- County o! Qutte, Calif.' cnnaz -• a o Q o N N N O Oo O Cj') C./') F— C F-rl Z7 emu-�—�- �� �� ���� __ ___ .� . • M20o moss A I ROOF TRUSS 1 a 05 R18B2111 2-0-0 "A4 11-0-0 16-2-2 22-0-0 24-0-0 2-0.0 5.9-14 6-2.2 .5-2-2 5-9.14 2-0.0 4xd= SYR= y(S= 7.6.10 14$•8 t r ---2-2M--1 7.6.10 6-10-13 L -7.6-10r I$ Plate Offsets (X,1): [8:0-2-8,0.3-01 LOADING (psf) SPACING 2-0-0 CSI DEFL Qn) (loo) I/dell PLATES GRIP f TCLL 16.0 Plates Increase 1.16 TC 0.22 Vert(LL) -0.08 6.8 3,999 M20 220/195 TCDL 7,0 Lumber Increase 1.16 BC 0.43 Vert(TL) -0,15 8.9 1,999 BCLL 0.0 Rep Stress Incr YES WS 0,15 Harz(TL) 0,03 6 n/s HCDL 7,0 Code USCIANS196 tat LC LL Min Ildell to 380 Weight: 91 Ib LUMBER BRACING TOP CHORD 2 X 4 DF No.188tr-G TOP CHORD Sheathed or 5.9.1 on center purlin spacing. BOT CHORD 2 X 4 OF.No.1 &Bir -G BOT CHORD Rigid calling directly applied or 10-0.0 on center bracing. WEBS 2 X 4 DF Stud/Std•O REACTIONS Qb/size) 2=750/0-3=8, 6a750r0.3.8 Max Horz 2■-150oad case 3) Max Upllft2■•2820oad case 5), Bit-2620oad case 5) FORCES Qb) - First Load Case Only TOP CHORD 1-2=17, 2-3=.1184, 3.4■•1034, 4.5••1034, 5-6r-1184, 6.7■l7 { BOT CHORD 2-9■1087, 8.9.148, 6$■1087 WEBS 3.9■ -220, 4•g■346, 4.8■346, 6-8••220 NOTES 1) This truss has been checked for unbalanced loading conditions, 2) This truss has been designed for the wind loads generated by 80 mph winds at 26 ft above ground Nvel, using 6,0 psf top chord dead load and 5.0 psf bottom chord dead lead, 100 ml from hurricane cosanlins, on an occupancy category 1, condition I enclosed building, of dimensions 46 R by 24 ft with exposure C ASCE 7.93 per USC/ANSI% If and verticals or cantilevers exist, they are exposed to wind. N porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip Increase Ia 1.33 3) All plates are M20 plates unless othervAse indicated. 4) This trues has been designed for a 10.0 paf bottom chord live load noneoncurrent Wilt any other live loads per Table No. 16-5, UBC -94. 5) A plats rating reduction of 20% has been applied for the green lumber members. B) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 252 Ib uplift at Joint 2 and 262 Ib uplift at Join( 8, 7) This truss has been designed with ANSI/TP1 1.1996 orhatia. LOAD CA8E(3) Standard Q �f�%C %pONG 13LYM r=NT r � i NO. RUILDING DEPAR P� ex f - :/:. i`i<:: Df..ipn -slid for u;a only with MiTek connectors Thla d of I b ed I OF Augu e gn a ea on y upon parameters shown, and I? for an IndlAduel - uuGding component to be installed and loaded vertically. Applicability of design parameters and proper ineorboredon of e..�•- component is rosponsiblllty, of building designer - not trues designer. Bracing shown Is for lateral support of individual web membore only. Addldonal temporary bracing to Insure stability during construction is the responsibility of the erector. Addhlonal pormanent bracing of the overall structure to the reeponelblitty of the building designer. For general guidance regarding tabricadon. quslity, control. storage, delivery, erection, and bracing, consuh OBT-98 Quality Standard, DSB-89 Bracing Specification, and HIB -9t Handling Installing and Bracing Recommendation available from Truss Plate institute, Ss3 D• MITek Industries, Inc. Onoirtd Drive,� G/ l dS3779.5 ON I S3 IM f l O N 1 N31 IW W d 9 G: 1 666 1 6° n d M20G A10 moss lumber. REDDII ROOF TRUSS sFab 18 R1862112 -2-0-0 7.6.1 9-11-11 1 12-0-5 1 144-15 22-0-0 24 0 0 2-0-0 7.6.1 2-13-110 2-0.10 2.5.10 7.8-1 2.0-0 1.60 11 1.6x4 11 _ 1.5x411 1.6x411 SX5= ' ' 7.8.1 14-5.15I 21 _ 2-0-0 1 7-8-1 6-11-14 7.6.1 Plate Offsets (X.Y): 113:0-2-8,0-3-01 LOADING (pso SPACING 2.0-0 Cal DEFL (In) (loo) Udell PLATES GRIP TCLL 16.0 Plates Increase 1.16 TC 0.46 Vert(LL) -0.07 2.14 >999 M20 220/196 TCDL 7.0 Lumber Incre2se 1.15 BC 0.39 Vert(TL) -0.14 2.14 3,999 BCLL 0.0 Rep Stress inor NO WS 0.18 Horz(TL) 0.03 11 n/s BCDL 7,0 Code UBC/ANSI95 (Mal" 1st LC LL Min Well = 360 Weight: 94 Ib LUMBER BRACING TOP CHORD 2 X 4 DF No.t&Str-G * TOP CHORD Sheathed or 5-2-6 on center purlin spacing. BOT CHORD 2 X 4 DF No.1&Str-G BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. WEBS 2 X 4 OF Stud/Std-G ' OTHERS 2 X 4 DF Stud/Std-G REACTIONS (Ib/aize) 2=762/0-3-8, 11=762/0-3-8 Max Horz 2--13(load case 3) Max UpIIR2■-322(loed case 6),11=-322(load case 5) FORCES (lb) - First Load Case Only • TOP CHORD 1-2-34.2.3--1290, 3.4■ -46, 4 -Ba -6, 3.6■ -1133.6-,7s-1133, 7-101-1133, &9=-5, 9-10=-45,10-11=-1290,11.12u34 BOT CHORD 2-14.1138,13.14-1133.11.13.11138 WEBS 3-14=113, 3-13=0, 10-13.113, 4.5■ -S, 7.9--S NOTES 1) This truss has been checked for unbalanced loading conditions. . 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 6.0 psf top chord dead load and 5.0 psf bottom chord dead load. 100 ml from hurricane ocearfllne, on an occupancy category 1, condition I enclosed building. of dimensions 46 ft by 24 ft with exposure C ASCE 7.93 per UBC/ANSI96 If and verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip Increase Is 1,33 3) Provide adequate drainage to prevent water ponding. 4) All plates are M20 plates unless otherwise Indicated. S) This truss has been designed for a 10.0 psf bottom chord live load norwonourrent with any other live loads per Table No. 18-8. UBC -94, 6) A plate rating reduction of 20% hes been applied for the green lumber membere. 7) Provide mechanical connection (by others) of truss to bearing plate capable of wilhatanding 322 Ib uplift at Joint 2 and 322 Ib uplift at joint 11. 8) This truss has been designed with ANSUTPI 1.1996 criteria, LOAD CASE(S) Standard BU I II E COUN t t --1% C11..111 -.DING DEPARTME -If P P R 0 V Jesinn valid for uss only with MTek connector¢. This design is based only upon parameters shown, and Is for en IndlvIduel building wmponent io be installed and loaded vertically. Appllcsbllhy Of dealgn parameters and proper Incorporation of - component Is responsibility of bullding designer - not truss designer, Bracing shown Is for lateral support of Individual web members only. add'nianal temporary bracing to Insure stability during construction is the responsibility of the erector. addinonal permanent bracing of the overall structure Is tete responsibility of the building designer, For general guldance, regarding fabrication, quality control, storage, delivery, erection, end bracing, oonsull QST -68 Quality Standard, DSB-89 Bracing Specification, and MIB -91 Handling Installing and Bracing Recommendation available from 7Nse Plate Institute, $89 0• MITek Industries, Inc. I Onotdo Drive, "_ " _ --" 53719 'd.......S.9LZ'ON ___ ____.._....__'DNI S3181SHNI N31IN NO. CO4991 EXP 9.. A WdLG:I 6661 '6 'ond 2l� 1 IAS moss ROOF TRUSS a R1862113 I 240-0 3.11.6 7.6-1 7-�1-1� 1 11-0-0 I 1"_6 1�-6-16 18.0.10 I 224-0 I 24-0-0 2-0.0 3-11-6 3-6.11 0-5-10. 3-05• 3-0.5 0.610 3.6.11 3.11-6 2.0.0 4x8= 4x8 = $9811 44= 44= W= axe= 3-11-6 3-6.11 3.5-15 35-14 3.6.11 `3.11.8 LOADING (psf) SPACING 2-0-0 TCLL 15.0 Plates Increase 1,16 TCDL 7.0 Lumber Increase 1.15 BCLL 0.0 Rep Stress Inor NO BCDL 7,0 Code UBC/ANSI95 CSI TC 0.22 BC 0.36 WB 0.26 DER (In) (loo) Vdefl Ven(LL) 0.12 12 >999 Vert(TL) -0.19 12 >999 Harz(TL) 0.04 8 n/a 1st LC LL Min Vdefl ■ 360 PLATE$ GRIP M20 220/195 Weight: 134 Ib LUMBER BRACING TOP CHORD 2 X 4 OF No.188tr-O TOP CHORD Sheathed er 3.3.11 on center purlln spacing. BOT CHORD 2 X 8 OF No.188tr-0 BOT CHORD Rigid ceiling directly applied or 10.0-0 on center bracing. WEBS 2 X 4 OF StudrSid-G REACTIONS (Ib/size) 2.167910.3-8, 8w1679/0-3-8 Max Ho¢ 29.100ood case 3) Max Uplift2=-5490oad case 5), 8=-549poed case 6) FORCES Ob) - First Load Case Only TOP CHORD 1-2.20, 2.3=-3506, 3.4= -2872.4 -5■ -2950, S -6e-2050, 6-7=-2872, 7.8=3606, 8-9=20 BOT CHORD 2 -14 -325d,13 -14=3254,12-13--2M,11-12=2661.10-1103264.6-10=3264 WEBS 3-14=367,3-13=-eld,4-13=594,4.12=383,5-12e-164.8.12■383,8.11■694,7.11=-614,7.10=367 NOTES 1) This trues has been oheoked for unbalanced loading conditions. 2) This trues has been designed for the wind loads generated by 60 mph winds at 25 ft above ground level, using 5.0 paf top chord dead load and 3.0 prof bottom chord dead load,100 mi from hurricane oeeanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 It with exposure C ASCE 7-93 per UBC/ANS196 Vend verdoels or cantilevers etdst, they aro exposed to wind. If porches eAsi, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip Increase Is 1.33 3) Provide adequate drainage to prevent water ponding. 4) All plates are M20 plates unless otherwise Indioated. 5) This truss has been designed for a 10.0 pef bottom chord live load nonoonourreni with any ether live bads per Table No. 16-8. UBC -94. 6) A plate rating reduction of 20% has been applied for the Breen lumber members. 7) Provide meohanlool connection (by others) of truss to bearing plate capable of withstanding 549 Ib uplift at joint 2 and 649 ib uplift at joint 8. QQQf$jQ�� 8) This truss hes been designed with ANSVTPI 1-1996 orlierle. 'atioONG LOAD CASE(S) Standard r � YG 1) Regular. Lumber Increase■1.16, Plate Increase■1.15 Uniform Loads (plf) W Vert: 1-2=-46.0, 2-3=-46.0, 3-4--46.0, 4 -5= -48A5 -B= -4S.0. S4 -46.0.7-P-411.0. 8-9-48.0.2-14-9 , 13.1•- 49�6. 12-13a-99.6.11-12-99.6. 10.11=-99,6, 8-10-99.6a NO C0�4991 * ®U Ei(1 c-.� t* DF PA OFC r Design valid for ti;r; only mm MiTak connectors. This design Is based only upon par8rn'cters an, end is for an Inol.ldusl bulldlnp component to be inataaed and loaded venicely, Applicability of design parameters and proper Incorporation of t. component is ro . not trues designing Braciconstfg ov'n is for lateral support of toreador. web of building desiacing Additional t to rnernDere only. Addriional femporflry bracing ro insure stability during consiructfon is the reeponalblllry, of the erector. Acdit;onsl ri pormanem bracing of the a-erall struoture is the responsibility of the oullaing designer. For general guidance regarding fabriradon. Quality control. storage. delivery: erection, and bracing, coneuh 097-88 ousOty Standard. DSB-89 Bracing 6paciflcetlon, and HIB -91 Handling Installing and Braoing Recommendation available from Truse Plate Institute, 663 D' MITek Induatrloo, Inc. ' CtnofrloDrlae,tiL/E 'd"TgS9C�'�N�_,_.__._...._'ON] S3181SAGNI f311W .. RE:[ 6661 1 'Qtly ROOFTRUSS 1- 1- 4.0-32 9 R1862114 Inc. Thu Aug 05 16:56:10 1999 Page.1:: 5.9.14 ` 11-0-0 I 15-2-2 22.0.0 I 24-0-0 5.9.14 5-2-2 6.2.2 6.9.14 2.0.0 • dxd_ 13x8- axe LOADING (psi) SPACING 2-0.0 TCLL 16,0 Plates Increase 1.15 TCDL 7.0 Lumber Increase 1.15 BOLL 0,0 Rep Stress Inor YES SCOL 7.0 Code USCIANSI96 LUMBER TOP CHORD 2 X d OF No.16Btr-G BOT CHORD 2 X 4 OF No.10(r•0 WEBS 2 X•4 OF Stud/Sid•G OTHERS 2 X 4 OF Stud/Std-G ° REACTIONS (Ib/size) 185110.3.8, 6m760/0-3.6 Max Hort 1=-59(losd case 3) Max Upllftio-1590oad case 5), 5th-262(load case 5) e•10-13 7 CSI DEFL (In) (loc) Well PLATES GRIP TC 0.22 Ven(LL) -0.08 6.7 •999 M20 2201195 BC 0.43 Ven(TL) -0.16 7.8 1.999 WB 0.15 Horz(TL} 0.03 5 n/a tat LC ILL Min urian - 380 Weight: 130 ID BRACING TOP CHORD Sheathed or 54-2 on center purlin spacing. BOT CHORD Rigid calling directly applied or 10-0.0 on center bracing, FORCES (Ib) - First Load Case Only TOP CHORD 1-2-11184, 23•-1033, 3.4=-1033, 4-5=1184, 5.8=17 BOT CHORD 1-8=11081111,7-8--747.5-7=11086 WEBS 2 -8■ -220, 3.8.346, 3.7w346, 4.7-220 NOTES 1) This truss hen been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 5.0 psi top chord dead load and 5,0 paf bottom chord dead Iced. 100 ml from hurricane ootanllne, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per UBC/ANSI96 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL Increase Is 1.33, and the plate grip Increase Is 1,33 3) For studs exposed to wind, see MITek'Standard Gable End Detail' 4) All plates are M20 plates unless otherMse Indicated. 6) All plates are 1,50 M20 unless otherwiae indicated. 6) Gable studs spaced at 1-4-0 on center. 7) This trues hes been designed for a 10.0 psf bottom chord live load nonconcur(ent with any ether live loads per Table No. 1". UBC -94. 8) A plate rating reduction of 20% has been applied for the green lumber members, 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 169 Ib uplift at joint 1 and 282 Ib uplift at joint 6. 10) This truss has been designed with ANSI/TPI 1.1996 oriterle. LOAD CASE(S) Standard C®� oil, 141 `13� kUjj.0jNG f-o n \% 1$ /QR0ffiSSJ0A1�� °NG * N°. CGd99 EXP. 9- i Uyxlnn -rlld for uses only with MITek connectors. This design is based only upon parameters enawn, and is for an Indlvldusl uuiiding companent to be Installed End loaded verllcslty. Applicability of design parameters and proper Incorporation of Ste•• component is responsibility of building designer - not truss designer. Bracing shown fa for lateral support of IndlvldU91 web members only. Additional temporary bracing to Insure stability during eonatnrVon Is the reaponelDlltty of the ersat Addttlonal permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Quality Standard. DSB 49 Bracing as Specification, and HIS -91 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 563 D' MITek Industries, Inc. Onafriv Drive 111,53719 .. b0 ' d.. ---G ON • ... ..... _ .'SNI S31N1SflONI N311W....Wd8Z l \OF ..666 l 1 'M M209 _ e moss lumber. REDDIN, i TRAY - I4 I1 I 81882116 e Feb 18 1999 MiTsk Industries. Ino. 185.4 29.8.8 32-0.0 1 5-9-3 , 10-10-9 + 16.0-0 18.3.6 1123.0-0 27.0.12 27,8-8 29.1p-4 34.0-0 6-9-3 5-1.7 5-1.7 2.3.80.1.12 4.602 4.6.12 0.1.12 0.1.12 2.0.0 4x4= 2-0-0 2-1-12 4\ 5.00 12 30 5 3 ' 4x18 ' 8 1.5xd�� 1,62411 7 d2t0z:� � 8 1 g q 13 12 3x6 — 15 14 5�= 5116= 11 a yya= 3x10 = 3x8 8.00 12 �— 8-5-10 16-3-8 18.3.8 27.8.8 29.8.83� 2.0.0 8.6.10 7.8.14 2.0.0 9-5-0 2-0-0 2-3-8 Plate Offsets (X,Y): 16:0-2-0,0-2-01. f8:0-2-8,0.2-01, 111:0.2.8,04-41. (13:0.6-4.0.2-81, (14:0.3.0,0.2.8] LOADING (psQ SPACING 2-0-0 CSI DEFL (n) (loc) lldefl PLATES GRIP TOLL 18.0 Pledea Increase 1.15 TC 0.36 Vert(LL) -0.47 12.13 -806 M20 220,195 TCDL 7.0 Lumber Increase 1.15 8C 0.78 V6R(TL) -0,89 12.13 -427 SCLL 010 Rep Stress Incr YES WB 0.97 HDrz(TL) 0.18 9 n/a BCDL 7.0 Code UBCIANS195 let LC LL Min Miall a 380 Weight: 158 Ib LUMBER BRACING TOP CHORD 2 X 4 OF No.1&B1rG TOP CHORD Sheathed or 2.10.6 on tetter purlin spacing. BOT CHORD 2 X 4 DF No.1&8tr-O BOT CHORD Rigid calling directly applied or 9.6-14 on center bracing. WEBS 2 X 4 OF Stud/Std-O i REACTIONS (1hisize) 1=951/0 3 8, 9=105010-3-8 Max Harz 1•-64(load case 3) ` Max Upllftl■-232(load case 5), 9■-335(lood case 5) f FORCES (Ib) - First Load Case Only TOP CHORD 1.2-1926, 2-3a-1727, 3-0.1218, 41-5=4219,'5-8-11692, 6-7=4327, 7-8=-4327, 8-9-2132.9-1 D 17 BOT CHORD 1-15=1787, 14-15=1460,13-1401744.12-13x2129,11.12.1991, 9-11■1934 WEBS 2-15=-225,3-i6■289,3-14•-448.4.14*784,6.14■-1198,6.13.1121,6-13■-658,6-12■2185,7.12■-158,8-12=2186,8-11=-807 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 80 mph winds at 2S R above ground level, using 5,0 psf top chord ` dead load and 6,0 psf bottom chord dead load, 100 ml from hurricane oceanllne, on an occupancy category I, condition I enclosed building, of dimensions 46 ft by 24 ft whh exposure C ASCE 7.93 per UBC/ANSI95 If and varticala or cantilevers exist, they are exposed to wind. H porches exist, they are not axposed to wind. The lumber DOL Increase Is 1.33, and the plate grip Increase Is 1.33 3) All plates are M20 plates unless otherwise Indicated. 4) This truss has been designed for a 10.0 psf bottom chord INa load nonconcurrent with any other live loads per Table No. 18-8, UBC -94. 5) A plate rating reduotlon of 20% has been applied for the green lumber members. e) Provide mechanical connection (by others) of truss to bearing plate capable of wtthstanding 232 Ib uplift at Joint 1 and 335 Ib uplift at]olnt 8. 7) Thla trues has been dealgned with ANSVTPI 1-1985 criteria. - LOAD CASE(S) Standard 13UTTE COUN 1-1 R1; LDIIftlNG DEPMRIVI Veogn vnitd for use only wltn MITek connectors. This design is based only upon parameters shown, and is to en Individual building component to he Installed and loaded venlcally. Applicability of dealgn parameters and proper inoerporation of �s'•- m component le re Additional of buildtemporary b designer • not trues designer. Bracing shown t for lateral euppof h Individual al web rx,fmbars only, Additlohal temporary bracing to Insure etaDAlty'tlunng construction IS the reapansibility of the erector. additional permanent bracing of [no overall structure Is the reeponsiblllty of the building designer. For general guidance regarding tibrica6on, quality control. storage. delivery. erection, and bracing. consult CST -88 ouslity Standard, DSB-89 Bracing I Spectfloation, and HIB -91 Handling Installing and Bracing Recemmendetlen available from Truss Plata Institute, So D' MITek Industries, Inc. ! Onotdo Drive WS S, d53719'S 9 L Z' ON i y _.._, 'DNI fllffiNONI f31IW . Nd6Z:1 6661 '6 -24 moss lumber, 161 1 ROOF TRUSS 'It_�` I1� 1 ateezl 4.032 a Feb - - — - -'t 3.9.3 10-10-10 18-0-0 21-1.6 28.2.13 32-0-0 34-0-0 5-93 6.1 6 6.1.6 6.1.8 3.1.6 5.9.3 2-0.0 tlx4= azo— 373= 3x4= 6x8= ' '9x4= 8.3-14 16-0-0 23.8.2 A32-0-0-1 8-3-14 73-2 7.6.2 LS -3-114 _--j (b c Plate Offsets KY): [1:0.2.2,0.0.61, [7:0.2-2,0-0-61, [10:0-4-0,0-3-0) LOADING (pet) SPACING 2.0.0 CSI DEFL On) (loc) I/deo PLATES GRIP TCLL 16.0 Plates Increase 1.15 TC 0.21 Vert(LL) -0.13 9-10 >999 M20 2201196 TCDL 7.0 lumber Increase 1.15 BC 0.57 Vert(rl-) -0.27 9-10 >999 BCLL 0.0 Rep Stress Inor YES WS 0.38 Horz(TL) 0.07 7 n/a BCDL 7.0 Code UBClANS195 1st LC LL Mtn Vdefl ■ 360 Weight: 143 Ib LUMBER TOP CHORD 2 X 4 OF No.18Blr-G BOT CHORD 2 X 4 DF No.18Blr-G WEBS 2 X 4 DF Stud/Std-G REACTIONS (Ib/slze) 1w:951/0-3-8.7=11050/0-3-8 Max Horz 1■-64Qoad case 3) Max Uplifil--232(load case 6), 7■-3360oad case 6) BRACING TOP CHORD Sheathed or 4.5.9 on center purlln spacing. BOT CHORD R191d ceiling directly applied or 10-0.0 on center bracing, ` FORCES Ob) - First Load Case Only I TOP CHORD 1.2■ -1828, 2.3■ -1737, 3 -4■ -1219.4.5■ -1218, 5-6=-1737, 6-7=-1929, 7-8=17 BOT CHORD 1.11.1770, i0-11=1459, 9-10=1459,7-9=1770 WEBS 2-11=-222, 3-11=298, 3-10=-447, ata=703.6-lou 447, 6.9x296, 8.9■ -222 NOTES 1) This trues has been checked for unbalanced loading conditions. 2) This trues has been designed for the wind loads generated by 80 mph winds at 25 R above ground level, using 5.0 per top chord dead load and 5.0 par bottom chord dead load, 100 mi ffom hurrioane ooeanline, on an occupancy category I, condition 1 enclosed - ' building, of dimensions 45 ft by 24 ft with exposure C ASCE 743 per UBC/ANS196 If and verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL Increase Is 1.33, and the plata grip Increase Is 1.33 3) All plates are M20 plates unless otherwise Indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonooncurrent with any other the loads per Table No, 16-13, UBC -9d. , 5) A plate rating reduction of 20% has been applied for the green lumber members, 6) Provide mechanical connection (by others) of truss to bearing plate capable of wlthfitanding 232 Ib uplMl at Joint 1 and 335 Ib uplift at Joint 7. r _r 7) This truss has been designed with ANSI/TPI 1-1985 criteria. LOAD CABE(S)Standard �•�rTC '00N�-trli A� j;0qC�� 1 » 0 v F eft r 0,tipa valid for uce only whh MITek ronnacnors. This design Is based only upon parameters shown, and It. for an IndMdualt oudding component to bo Installer, and loaded verdcally. Applloeblltty at design parameters and proper incorporation of �.,• component le responsibility of but ty b designer • not truss designer. construction shown Is for lateral support of Individual . deo memperP. only. Addlnonel tempor_ry bracing to Insure atablllty.duAng eonatNetlon is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding 46dostlon. Quality control, storage, delivery, erection, and bracing, consult OST -88 Ouslity Standard, 060.69 Bracing Dili I Speclllcatlon, and HIB -91 Handling Installing and Bracing Recommendation available from Truss Plata Insthute, 393 D' MITek Industria0, Inc. Onolne Drive tZ/9 ,d53719g9LZ'0N____ �Nl S31alSN4Ni �311W wolf 1810 I ROOF TRUSS1- R1852117 moan lumber, KEPPINO, CA 85001 • 4.0-32 a Feb 181899 MITek Industries, Ino. Thu Aug 0516:58:14 1998 L -2-0.0 I 7-6-1 9-11-11 13-7.2 V 25-9-3 32.0.0 i 2-0-0 7-e-1 2.610 3-7-7 6-1.1 6-1-1 6-2-13 BLOCKING & BRACING REQUIRED AT SUPPORT: 1.5x4 I I 4x4 1.60 11 3x4= us= . 3x4= W= 7-6-1 15-4.12.. p 3� 2.0-0 I 7.0-1 7.10.11 8.1.14 8-5-8 Plate Offsets (X,Y): (2:0-2-14.0-0-01,17:0.2.8,03-01,(13:0-2-8 0-341 LOADING (psi) SPACING 2.0.0 CSI DEFL (in) Qoc) I/derl PLATES GRIP TCLL 18.0 Platea Increase 1.15 TC 0.74 Ven(LL) 0.19 13 X899 M20 220/195 TCDL 7.0 Lumberincrease 1,15 BC 0,53 Vert?%) -0.3117-13 -999 BCLL ' 0.0 Rep Stress Inor YES WB o,ee Horz(TL) 0.08 11 rife BCDL 7.0 Code UBC/ANSI95 QNBtrbt) tat LC LL Min Vdeil w 360 Welght: 143 Ib LUMBER BRACING TOP CHORD 2 X 4 DF No.18Btr-G * TOP CHORD Sheathed or 3-10-13 on center purlin spacing, except end verticals, BOT CHORD 2 X 4 DF No.136tr-O BOT CHORD Rigid calling directly applied or 7.3.1 on center bracing, WEBS 2 X 4 DF Stud/Std•G WEBS 1 Raw at midpt 9-11 :.OTHERS 2 X 4 DF Stud/Std-G REACTIONS (lb/size) 11=96210-3-8.2m`1062/0-3-8 Max Horz 2=2730osd case 4) t Max Uplifil1=-259¢osd case 4), 2=-38BQoed case 4) f FORCES Ob) - First Load Case Only 'TOP CHORD 1-2=34, 2-3=2083,3-4=-44,4-6---5,3-5=-1852, 5-7-1852, 7-8=-2459, 8 9=•1805, 8-10=85, 10-11=138 t BOT CHORD 2.14al$72,13-14*2438.12-13=2368. l l-l2m1694 WEBS 3.14.418, 7.14•-655, 7.13■42.8.13.125, 8.12■ -577, 9.12■582, 9-111-1677.4-5-7 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss hes been designed for the wind bade generated by 80 mph winds at 25 It above ground level, using 5.0 per top chord dead load and 5.0 pat bottom chord dead toad, 100 ml from hurricane oceanllne, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7.93 per USC/ANSGS If end verilcals or cantilevers exist, they are exposed to wind. if porches eldst, they are not exposed to wind. The lumber DOL Increase Is 1,33, and the plate grip Increase Is 1.33 3) Provide adequate drainage to prevent water ponding. 4) All plates Bre M20 plates unless otherwise indicated. 5) This truss hes been designed for a 10.0 plot bottom chord live load nonconcurrent with any other live loads per Table No. 16-S, UBC -94, 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 269 Ib uplift at Joint 11 and 368 lb uplift at Joint 2. 8) This truss has been designed with ANSVTPI 1-1995 c6ter(e. ! LOAD CASE($) Standard E VV I tfa:ipn valid for r,;; only Nlth Mil>:+k connoetore. Thle design in based only upon parameters ehown, and Is tot an Individual bolding component to be installed and loaded vertically. AppllcaDVlty of design parameters and proper incorpo:gion or campcnom is rssp.;rslblllty of DUllaing desIgnsr - not trues designer. Bracing shown Is for lateral Support of ind:vldual web members only. Additicnal temporary bracing to Insure srablllty during conetruotien is tho responeiblllty of the erector. Aaditlonel � perntenent braoing of the overall structure Is tine responafblllty of the building designer. For general guidance regarding febrlradon, quslny control, storage; delivery, erection. and bracing, consult OST -88 Ouslity Standard, DSB-89 Bracing } Specification, and HIB -91 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D• MITek IndUstrles, Inc. r Onoitle Dlltre ti// 1 • j"8 .. 1 L 9 9 LZ ' Q ly.---..._.-- U �DN I S3 181SNaN I X311 W I QROFESSIp ONG 6 *, NO. C04 9 EXP �. s, �OF 6661-6 ' 2nd( ROOF TRUSS mole lumber. REDDING. C.i Z 4.0.32 s Feb 1814 R1602120 1 -2-0-0 , 3.11.6 I 7-8-0 7-11�11 12.4.8 , 17-2-16 1 22.1.6 26-11-13 I 32.0-0 2.0-0 3-11-6 3-8.10 0.3.11 4.4-13 4-10-7 410.7 4-10-7 6-0-3 BLOCKING & BRACING REQUIRED AT SUPPORT: axe= 5.00 54= 3x8= 1.5x4 II 3x10_ 1.6x411 �D- 2x4 II - 30= 3x8= 7x8= 3x10= 2xa II 4x7= 3-11-6 7-8-0 12-4-8 17-2-16 22.1.6 26.11-13 r- 3-11.6 3.6.10 4-10-8 4.10.7 4-10-7 4-10.7 5.0.3 , LOADING (psf) SPACING 2-0-0 C51 DEFL (n) (loo) Vdeft PLATES GRIP TCLL 16.0 Plates Increase 1.16 TC 0.31 Vert(LL) -0.26 13.14 3,999 M20 220/196 TCDL 7.0 Lumber Inorease 1,16 SC 0.58 Vert(TL) -0.3913-14 480 BCLL 0.0 Rep Stress Incr NO WB 0.70 Horz(TL) 0.08 10 Ne SCOL 7.0 Code UBOIANS195 lei LC LL Mln Well = 360 Weight: 369 lb LUMBER TOP CHORD 2 X 4 OF No.188tr•G BOT CHORD 2 X 6 OF No.1 &Btr-G WEBS 2 X 4 OF Stud/Std-G REACTIONS (Ib/size) 10=24 2 0.3.8, 2■3t 0.3.8 Max Horz 2a2240oed case 4)---J Max Upilft10e-659(load case 4), 2=448(Ioad case 4) BRACING TOP CHORD Sheathed or 4-10-13 on center purlln spacing, ext:ept and verticals. BOT CHORD Rigid telling directly applied or 10-0-0 on center bracing. FORCES (lb) - First Load Case Only TOP CHORD 1.2.19, 2-3=-8889, 3-4 -8083, 4.6-7419, 6.6•-7419, 6-7=-6664, 7-8--8684, 8.9■0, 9.10••112 BOT CHORD 2-16x8168,16.16■6168.141a.+nS839,13-14=7781.12.13■7781,11.12.4071, 10.11=4071 WEBS 3.16■613, 3-15■•536, 4.15e809, 4-14=2104,6.14••221.6.14■•423, 6.13:680, &12=1308, 7.12a-224, 8-12x3040, 8.11■680, 8.1O --A772 NOTES 1),2 -ply truss to -be connected together wfth 0.131Xd" Nallt► as follows:' Top elrords connected %h 1 row($) at 0-9-0 on center. N'Bottom chorda connected with 2 row(s) at 0.9.0 on center. Webs connected as follows:2 X 4 -1 rows) at 04.0 on center. 2) this -truss has been checked for unbalanced Ioading oondIdcns. 3) This truss hes been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 6,0 psf top chord deed load and 6.0 psf bottom chord dead load, 100 mi from hurricane oceanllne, on an occupancy category I, oondftion I enclosed building, of dimensions 46 ft by 24 R with exposure C ASCE 7-93 per UBC/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist. they are not exposed to wind. The lumber DOL Increase Is 1,33, and the plate grip increase Is 1.33 4) Provide adequate drainage to prevent water ponding. 6) All plates are M20 plates unless otherwise indicated. 8) This truss has been designed for a 10.0 par bottom chord live load nonconcurrant with any other live loads per Table No. 16-B, UBC -94. 7) A plate rating reduction of 20% has been applied for the groan lumber members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 858 Ib uplift at Joint 10 and 746 Ib uplift at Joint 2. 9) This truss has been designed with ANSVTPI 1.1895 criteria. LOAD CASE(S) Standard 1) Regular: Lumber Inorease■1.15, Plate Increasee1.15 Continued on page 2 BLS COIJ1-° Rl..14'•. ���l�i ����� i,ry5:n-i walld inr use only with INITar connectors. This design is based only upon parameters shown, and is for an individual bixiding component to be inatalled and loaded vertically. Applicability of dealgn parameters and proper Incorporation of - m component l reaoononaltt of ovary b designer - not trues designer, constrBracinguction shown t for lateral support h erector. web Iml members only. Additional temporary bracing to insure stability during conetructien is the responsibility of the eregor. Additional permanent bracing of the overall structure Is the responsibility of the building designer, For general guidance regarding TsbAcatlon, quality control. storage. delivery, erection, and braving, consult QST -611 Oualily Standard, D6549 Bracing Specification, and MI13-91 Mandling Installing and Bracing Recommendation available from Truss Plata Institute, 603 D• MITek Industries, Inc. Onefrlo Orl G/ 0 l d .. ... 9 9 L 6 t ' 0N^ _.:�_ ' ONI S 31 d 1 S N 4 N l f 31 l PJ._ WdG£ : l ...6661 ' 6 •2ny _ .. R1862120 Ba ROOF TRUSS 1 moss lumber, REDDING. CA 96001 MiTek Industries, Inc. Thu Aug 05 16.56:18 1999 Page 2 LOAD CASE(3) Standard Uniform Loads (plo Vert: 1-2-46.0.2-3-48.0, 34v46.0.4 -5v-0.0, 5-8-46.0.6-7-46.0, 112-113-139.6, 11.12••139.8,10.11•-139.8 i cout4" RUILOmG At P P .;J-:pn valid InF use only with [AlTok conneclore. This design is based only upon Psrametere shown, and is for an individual oiming component to be installed and loaded VE-rically. Applicability of design pararngiva and proper Incorporation of component is responsibllhy of bullolng deeIgner - not truss designer. Bracing shown is for lateral auppon of individu web inemDore only. Additional temporary bracing to Insure elablilty during construction is the responsibility of the ersctira'Addibanal permanent bracing of the overall structure It- the responsibility of the building designer. For general guidance regarding fabrication. Quality control, storage, dslivary, erealon. and bracing, consult OST -88 Ouallty Standard, 09049 Bracing Specilicatlon, and HIS -91 Handling Installing and Bracing Recommendation vaiLable from Truss Plate lna!Jtuts, 583 D' MITak Indusirlea, In C, Onrifflo Drl% ;/I I - d"""S9LCON ONI S3.181SAONI N31IN NdZC 1 6661 6 24 iT M208 812 moss lumber, REDDIN ROOF TRUSS R1862118 4.0.32 s Feb 18 1999 11-11-11 113-2-9 18.10-0 20.0-� 24—r-15 I 32-0-0 2." 7.6-1 4-6-10 1-2.6 6-7-15 1.2.5 4.5.10 7.6-1 1.5r411 M= , 3x6- 3rA = 6x8 a 3xd = 7.6.1 16-0-0 24-5-15 --32.0 p\ 7.6.1 8.6.15 6-5-15 'I -"7:e:1 --j E I$ Plata Offasts (X,Y): [15;0-3.0,0-3.0] LOADING (psl) SPACING 2-0-0 CSI DEFL pn) poo) Vdefl PLATES GRIP TCLL 16.0 Plates Increase 1.16 TC 0,87 Vert(LL) 022 15 >999 M20 2201195. TCDL 7,0 Lumber Increase 1.16 BC 0,54 Verl(TL) -0.32 15-16 >999 BCLL 0.0 Rep Stress Incr YES WB 0,53 Horz(TL) 0.09 13 n/a BCDL 7,0 Code UBC/ANSI96 (Matrlx) 1st LC LL Min 11den = 360 Weight: 144 Ib LUMBER BRACING TOP CHORD 2 X 4 OF No.188ir-G * TOP CHORD Sheathed or 3.10-8 on center purlln spacing. BOT CHORD 2 X 4 DF No.18Btr-G BOT CHORD RI®Id calling directly applied or 6.9.16 on center braoing, WEBS 2 X 4 OF Stud/Std-G OTHERS 2 X 4 OF Stud/Sid-G i REACTIONS (Ib/elze) 13■960/0-3-8.2.106610.3-8 Max Horz 2■60(icad case 4) { Max Upliftl3=-3330oad case 5), 2=-444(loed case 5) FORCES Qb) - First Load Case Only TOP CHORD 1.2■34, 23■ -2092, 3 -4■ -63,4.8 -6, 3 -6■ -1869, 6.7-1869, 7-Se•2480, 8.9■ -1888, 9.120-lM.10-i le -6, 11.12x-54,12.13--2120 BOT CHORD 2.16.1880,16.18■2426.14.15.2431, 13.14■1909 WEBS 3-18=438, 7-18=443,7-113=811. 8-15-72, 8-1"17.12-114=434,4-5-72, 9-11=-70 NOTES 1) This trues has been checked for unbalanced loading conditions. ` 2) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 6.0 psf top chord dead load and 6.0 psf bottom chord dead load. 100 mi from hurricane oceanllne, on an occupancy category 1, condition I enclosed building, of dimensions 45 ft by 24 fl with exposure C ASCE 7-93 per UBCIANSI95 If end verticals or cantilevers exiet, they are exposed to wind, if porches exist, they are not exposed to wind. The lumber DOL Increase to 1.33, and the plate grip Increase Is 1.33 3) Provide adequate drainage to prevent water ponding, 4) All plates are M20 plates unless otherwise Indicated. 5) This trues has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 18-8, UBC -9a- 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 333 Ib uplift at Joint 13 and 444 Ib upllft at Joint 2. 8) This truss has been designed with ANSUTPI 1-1995 criteria. LOAD CASE(S) Standard r r;,rs'gn valld rnr use only with MITek ror,naciora, Thle dealgn le based only upon parameters shown, and Is for an Individual f boding component to tvt Installed ano loaded vertioetly. Acplicablilty of deeign parameters and proper incorporatixt of component Is responsibility of building designer - not truss designer. Br=ing shown is for lateral support of IndMCual web membere only. Additional temporary bracing to insure stabllity during construction Is the responsibility of the srscooc Additional permanent bracing of the ovenftl structure Is the responslD9try of the buliding designer. For general guidance regarding f7bricstion. quality control. storage. delivery, erection, and bracing, coneuh 04T -a6 Ouellty Standard, DsB-n Bracing Specification, and HIA41 Handling Installing and Bracing neoommandedon avallablt• from Trues Plate Institute, 683 0' MITek Induairlos, Inc. 0n01do Drive. --- •- ••- 53719 ► tic/8 d ....... 59Lc'0N.-_._ _ �Ni OMAN U11W W 6661 ``6 ' °nd M208, moss . rte_ _... - �.� •.. 614 N ROOF TRUSS I 1 1 . 4.0-32& RI $62119 ^yam. I •Z-0-0 'I 76.1 I 13-2-0 13f11 -d1 18.0.3 1&-10(0 26.5-15 1 32-0-0 , 2-0-0 7-6-1 5.7.13 0.9-11 x•0-10 0-9-11 5-7-16 7-8.1 1.5" it 1.5tt4II MM= - -- 3x5= Sud = 6x8 = 3sd = 7-6-1 8.5.15 8-6-16 7-8.1 Plate Offsets L.Y': 1`19:0-3-0,0.3.01 LOADING (psi) SPACING 2-0-0 C31 DEFL an) (Ioc) Udell PLATES GRIP TCLL 16.0 Plates Increase 1,16 TC 0.49 Vert(LL) 0.24 19 >999 M20 2201195 TCDL 7.0 Lumber Increase 1.16 BC 0.54 Vert(TQ -0.32 19-20 >999 SCLL 0.0 Rep Stress incr YES WS 0.60 Horz(TL) 0,09 17 n/a SCOL 7.0 Code USC/ANSISS (Matron 1st LC LL Min Udell ■ 360 Weight: 154 Ib LUMBER BRACING TOP CHORD 2 X 4 DF No.1861r•G * TOP CHORD Sheathed or 3.9.16 on center purlln spacing. Except: BOT CHORD 2 X 4 DF NoA dBtr-O 1 Row at midpi .3-8,10-18 WEBS 2 X 4 DF Stud/Sid-0 BOT CHORD RI®Id telling directly applied or 6-1-8 on center bracing. OTHERS 2 X 4 OF Stud/S1d-t3 s REACTIONS (lb/slze) 17w96010 -3-8.2m106610-3-8 Max Horz 2=82(loed case 4) t Max Upl'rft17=379(load case 6), 2-490(loa l case 6) r FORCES (lb) - First Load Case Only t TOP CHORD 1.2x34, 2-3+-2093, 3.4m-27.4.7■23, 7.9.6, 3-5e-1880, 5$--1860, 8.8=4481, 8-10e-2481, 10.13■ -2481, ' 13.16•-1889, 16 -16■ -1889,11.12• -5,12 -14= -41,1x16 -28,18.17e-2121 BOT CHORD 2-20-1881,19-20--2425.18-19-2432. 17-1160119110 WEBS 3-20=435, 6-20=-643, 9.19.81, 13.19■72,13.18■-617,16.18=433, 7-8=-91, 4-5=-140, 10.12••90, 14-16■•138 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) Thls.truss has been designed for the wind bade generated by 80 mph winds at 26 ft above ground level, using 5.0 paf top chord dead load and 6,0 psf bosom chord dead load,100.m1 from hurricane ooeanllne, on an occupancy category I, condition I enclosed building, of dimensions 46 R by 24 ft with exposure C ASCE 7.93 per UBCIANS195 H end vertWels or cantilevers exist, they are exposed to wind. H porches exist, they are not exposed to wind. The lumber DOL Increase is 1.33, and the plate grip Increase Is 1.33 3) Provide adequate drainage to prevent water ponding. 4) All plates are M20 plates unless otherwise Indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-8. UBC -94, 6) A plate rating reduction of 20% has been applied for the green lumber members, 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 379 Ib uplift at Joint 17 and 490 lb uplift at joint 2. 8) This truss has been designed with ANSVTPI 1.1996 criteria. LOAD CASE(S) Standard f De&ign valid for use only with MITek connector;. This design is based only upon parameters shown, and Is for an IndMdual bviiduto component to be Installed and losdea yedleally. Applicability of design parameters and proper incorporation of ii.•• S component is responsibility of building designer . not truss designer. Bracing shown Is for lateral support of Indlvlaual web. members only. Addhlonel temporary bracing to Insure stability during construction is the responsibility of the aregtor. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding Ipbrication, quality control, storage, delivery, erection, and bracing, consult QST -69 Quslny Standard, 088489 Bracing Specification, and HID -91 Handling Installing and braLing Recommendation available from Truss Plate Institute, 683 D' MITek 1ndUstries, 1111 Qnorno Drive * G�6 ' J63Ttsr n 1 i• 0 N 7 J L _ _. ' 0 N I S 31 d 1 S A a N 1 N 311 W .. I$ 1, 6661 6 '2nd .... .,.� .�� .•�� .-.--.�..._ Imo,• 4206 - IC (VAULT ! 1 f moss lumber. REDDING. CA 96001 I 4.0-32& R1862121 1.2-0.0I 7-7-3 1 14-6.10 21.6.0 26-7-6 a 31-8-12 } 36-10.2 1 43-0-0 .46-0-0 2.0-0 7-73 6.11-6 6-11-8 5-1-6 5-1-6 5-1-8 6.1-14 2.0-0 8LOCMNG d BRACING REQUIRED AT SUPPORT: .. 66= 6.00 g 7X8 M18= -.1 iz 4-1-12 0.1.12 10.3-2 8-11-8 6.1.14 6-1-14 Plate Offsets (X.)Z f3:0.4-0.0-3-01,[8:0.2.8.0.3.01.[9;0.1-6,0 0 8j,115:0-4-0,0-2.111 .LOADING (par) SPACING 2-0-0 CSI DEFL (in) (loc) I/derfl PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0,76 Vart(LL) 0.35 12 X999 M20 2201199 TCDL 7.0 Lumber Increase 1.25 SC 0,75 Vert(TL) -0.64 12 *722 MIS 170/148 SCLL 0.0 Rep Stress Incr YES WS 0,71 Horz(TL) 0.33 9 n/a BCDL 7.0 Code USCIANSISS 1 at LC LL Mln Udall ■ 360 Weight: 182 Ib LUMBER TOP CHORD 2 X 4 OF No,16811-13 BOT CHORD 2 X 4 OF No.16Btr-G WEBS 2 X 4 OF Stud/Std-G, BRACING TOP CHORD Sheathed or 2.6.7 on center purlin spacing. BOT CHORD Rigid ceiling directly applied or 4.3-2 on center bracing. WEBS 1 Raw at midpt 3-15, 4-13 REACTIONS (Ibrslze) 2■ -675/0-3-8,15=2278/0.3-8, 9.1169/0.3.8 Max Horz 2■270oad case 4) Max Uplift2a-8760oad case 1), 1S■-491(load case S), 9-367(load case 5) { Max Grav2=270oad case 6), 16■227epoad case 1), 9■1159(load case 1) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=17, 2-3■2487, 3-4-1639, 4.5-1607, 54-2387, 6-7=-3280, 7.8-4021, 64"1$5.9-10.17 BOT CHORD 2.16.2287,14-16e-49, 13.14e1546,12 -13=2698,11.12x3368, 9.11s3919 WEBS 3.13x-3101. 3-14=1578, 4.14.422, 4.139158, 6-13■1439, 6-13--583, 8-12=822, 7.12--400, 7.118632, 6.11.180 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wend loads generated by 80 mph winds at 25 ft above ground level, using 6.0 par top chord dead load and 6.0 psf bottom chord dead load. 100 mi from hurricane oceanllne, on an cempancy category 1, condition I enclosed building, of dimensions 46 ft by 24 If weth exposure C ASCE 7-93 per USOANS196 H and verfi is or cantllevere exist, they are exposed 10 wind, H porches exist, they are not exposed to wind. The lumber DOL Increase is 1.33, and the plate grip Increase is 1,33 3) All plates are M20 plates unless otherwise Indicated, 4) This truss has been designed for a 10.0 pet bottom chord live load nonooneurrent v,4th any other live loads per Table No. 16-8, UBC -94. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Bearing at Jolnl(e) 9 coneldera parallel to grain value using ANSVTPI 1-1995 angle to grain formula. Butin,'designer should verify capaoity of bearing surface. 7) Provide meohanloal oonneotlon (by others) of truce to bearing plele capable of wHhatanding 876 Ibupllftnt 2, �1 Ib uplift et Joint 15 and 367 Ib uplift at joint 9.S 8) This truss has been designed with ANSUTPI 1.1996 criteria. LOAD CASE(S) Standard n ^ riekign v95d [or use only with MITak connectors. This design is based only upon parameters shown, an' is 'or ar, indi-idual huftding cutrponenl to Do Installed arta loaded vertically. Appllcabllhy of design parameters and proper Inco,.cratlon or r• - `� component l responsibilityAdditional or crar ng designer -not suss designer. Bracing shown t for lepersl support of tereCto al web � $ n,nrnbere only. addlnonel temporary bracing to Insure elahlll[y during eonetruetlon to the responsibility M the ere:.Eoc Additional pormenenl bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding e: fabrication, quality control, storsga, dell-ery, erection, and bracing, conaun OST48 Quality Standard, DSB.89 Breaing Specification, and HIB -91 Handling Installing and Bracing Recommendation available from Truss plate Institute, 889 D' MITek Industries, Inc. t '3nolrio OM_ 53719 tir/Z I ' d. ... ..99IZ' 0N +__ 3N I S 3 1 aISnaN 1 N311 N. Wdi,E : 1 6661 ' 6 ony OCT.29.1999 7:22AM NO.548 P.1 a ffw A2 7-7- 14.8.10 1 240 267-8 3141-12 8610-2 4380 y0.0 7.7.3 6-114 611-6 51.6 51.6 51.8 6.1.14 24.0 NOTE: UPPER TOP CHORD MEMBER TO BE ATTACHED TO LOWER TOP CHORD MEMBER WITH 1.9(4 WO CONN. PLATES AT 24 IN. O.C. OR PURLtN SPACING, WHICHEVER ONE IS LESS ALONG TOP CHORD(EXCEFTAS SHOWM• 5d 11 NO TOP CHORD NOTCHING IS ALLOWED WITHIN 241N, OP THE HEEL JOINT(S). . 3x4 f �` 1Qtc10� 5.00F12 3ffi 1 3tr4 � 7 8 !0 11 12 360. g 6 13 A 1d 565 1X4U1(7YP) 40 SO t6 _ �4� 10nd0� 335= 25 74+ 3xax Wo 11 rig= 25012 !X1/1 Wil 3s5= a3e 14stD z>-60 34.9.1 S 4.3.8 1032 6118 12311 7-2.5 LOADING (psl) SPACING 2-00 CSI TC OAS DEFL On) (loo) VdeO Verl") -0.16 26.26 3-999 TCLL TCDL 16.0 7.0 plates Increase Lumberincrease 1.25 .1,25 Be 0.64 Vert(TL) .0.7824.25 -898 SCLL 0.0 Rep Stross Ina NO WB 0.80 Hwz(N 0.13 29 nfe Id LC LL Min Udell a 960 SCOL 7.0 Code UBC/ANSI95 (MatrCt) LUMBER TOP CHORD 2 X 4 OF No.1313 -G BOT CHORD 2 X a DF No.16Bh-G WEBS 2 X 4 OF Sttl"td-G OTHERS 2 X 4 OF Stud/S1d-G PLATES GRIP M20 220/195 Weight: 356 Ib BRACING TOP CMORD Sheathed cr S-1-14 on Center ptidin spacing. BOT CHORD R19W ceiling directly applied or 343 on center breteing. Except 3 Rowe at 114 pts 19.23 WEBS 1 Row atmidpt 4.23,13.22 2 Rows all 1/3 pts 19.26 REACTIONS Oblsize) 25-105810.3.8,19=2551140.0.28=291140.0.30a1/1440, 31--1/14.04, 32■0/1444, 33■ -0H40-0.292114671444 Max Harz 26-371 Woad case 8) Max UplinS=-5380oad case 8),19--240oad case 3), 286.17Ooad case 0), 30=-1(load lase 9). 3162(load case 8), 33=-1 Ovid case 8), 29-390(load case 9) Max Gmv25=2021Qoad case 9).19■2820oad case 7), 28■63(lead case 6), 30=402d case B), 2922064(lead case 8) FORCES 0) - First Load Case Ony-rTOP CHORD 1-2=34, 2.3.588, 3.411022, 4-52478, 5-6a`4116- 6.7=416.7.8=.A99, 9'9z -MS' 9.10x-363,1611-,�88, 11-126.427.12-13=-467,1314=841.14`15=801,15-ts■762.16.17=119,17-16=36,18.10=237,19.20-34 BOT CHORD 2.25=-570, 24-25=478.23.24=924,22.23=-5, 21,222.435,19,21=193WEBS _ 118 -21z -291.26-211'r-0. 27.2 O, 28 290055,,2830•-13 3031 5.31.32- 5,3233-- 5 19.3320.1612327=3. 22-29=-1173 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) For studs exposed to Wrid, see MTek'Standard Gable End Detall' 3) All plates are M20 plates unless otholwlse Indicated. 4) Gable studs spaced at 1-13 on center. 5) This truss has been dasignW for a 10.0 par bottom chord Uva lead nonooncumM W ih any other Ihre loads por Tab1a 1 w UBC -94. 6) A plate rating reduction of 20% hes been appded for the groan lumbar members. 7) Bearing at Jolnl(s)19 considers parallel to grain value using ANSVrPI 1-1995 angle b grain formula. Building designer o (! 2.9 1999' verity capacity ofbeadng surface. ®0 • 8) Provide mechanical connection Qty others) of truss to beaAng pia 06064.16 of wtlhstending 4.3814. uprifl et JoSM 25, 248 Ib � Uplift at jofrtt 18,1714. uplift al jttin128,1 Ib upltA et jehd 30, 2 Ib up1At at joirrt 31,1 Ib uplift at.WM 33 and 390 Ib upfiR et jolts 29. 9) This truss has been deslgr ed with ANSUTPI 1.1995 critefto. 10) Load case(s) 8, 9 has been modinrod. Budding designer must review bade to very that they are Carred forthe intended use of this =33. v Continued on page 2 A wmWIN6 - Verify design parameter` and RE4D HOPES ON 77f1SAND REVERSE SIDE• BEFORE USE NO. C Design valid for use only wilh MiTek connecters. This design Is booed only upon parameters shown, and tp for an Individual DUlding ctmvponom 10 be Instrffied and loaded vcni a ly. Applicability of design parsmctom and proper Incorporation of �.�• component Is respor>ribilily or building designer - not vus: designer. Bracing shown I3 for lateral cupperl or IndMdual web members only, Addloonal temporary bracing to Insuto smb8ity during construction D the responmibility of the erector. ANMonal J permanent D�adng of dw overall structure Is the nosppnrbility of the bullaing ds3b3ner. For general guidance regarding 'Q?F fabfication, Quality control, aterage, dalivery, erection, and bracing, comfit GST -88 Quality Standard, DS8.89 Bracing Olt Spoeldeatlen, and NfB•81 Handling Installing and Bracing Recommendation available From"Ruse Plato Inatllute, Ma D MITek Industries, Inc. Onolrlo Ddw, Madison, Wt 53719 OCT.29.1999 7:22AM NO. 548 P.2 1122411524, IM208 Ica ' IVAULT 11 I1 1 mpds.lumber, REDQIIJ ,CA 96001 II. `14.0.32 a lFeb 181998 NhTek Industries, Iric. Thu Oct 2816:37;491999 Page 2 LOAD c"E(S) Standard Except: _. 8) User def ned- Lumber Increosex125, Plnte inotea9001.25 Uniform Loads (Pm _ ,. Verl: t-2�-2.6, 2.3.1.9.34=-0.9, 4.5e0.9, 6.6e09, 8.7■0,9, 7.8e0,8.8.9:0:9. 9.10a$4.9,10-11e.61.9,11-12m.61.9,12.13e-61.9. 1314e•64.9.1416o-64.8, 1S16G819.16-17x-84.9.17-18■�4.9,1S19e-62.9,18.20=-84.9, 24 -25■ -14.0, 23.2N•14.0 H=; 1-24123,24%18341,34400.5. 4-5.199.6, 640119.6.6.7■189.6, 740169.8, 9,9o189.e, 9.10.199.6,10.11=189.6,11-12--199.6.12-13=189.6,1s-14=19sa.8, 14.15rr199,6,1516=189.6.1617069.6,17.18069,8, 18.192202.3,19.20.1119.6 9) User derived: Lumber Increaseal 25, Plate trlcreasex1.25 Uniform Loaft (pica Van; 1-2-81A 2 $5.9, 54-63.1, 4.SMA49, 64o-".9, 6.7s•&L9, 7-"8-x•64.9.9.10=0.9,10.11x0A.11.12>�.9. 1Z-13=08,13.14a0.e,14.16e0 9, 15.16■0.9.16-17x0.9,17-19■0,9,.19.20-0.9, 24.25■ -14.0.23.24=-14.0 How 1-2w-217-3.2-3-183.9.34-200.6.4-5-189.6,5-64-1 89A. -2w -212.3,2.3e-183.9,34-200.5.4.5 -189.6,56=-189.6, 6.7x-169.6, 7.8e•168.6, 9410.189.6, 9.10x•1 �.6,10.11s•189 6,11-12=189.6, 12•t3 189.6, 1314s•169.6,14.15x-189.6,16.16x-189.6,16.17x•199.6.17.111x-1119,11,116-10-202-3. 11116-20-1189A ° • FESSI 2.9 A mRMNG - ratify design parameters ,"d PJUD NOTES ON THIS AND REVERSE SIDE BEFORE USE � Design valid for use only With MTek conneciors, This design Is based only upon parameters shown, and is for an Individual building component to ba installed and Loaded vertically. Applicablilty of design PsremeDers and proper incoMaration of component is rospw1bility of building designer - not uuss drigher. aradrg shown is for lateral support of individual web members only. Additional temporary bracing to insure stabllity during cm=ructlon is the respon ibility of the erector, Addldonal m % C pomnent bracing of she overall alruashe ure Is rosponeibtlly of the building designer. For general guidance regarding „Q fabrication, quaky control, storage, doltiery, erectlon, and bracing, eonsutl OST -00 Oualily Standard, D6049 Bracing �F Specification, and HIB -91 Herrdring Installing and Bracing Rocommendatlon araliable from Truce Plate Instituto, $03 D' Inc, I Ono1Ao Drive, Mgdlson, VA53719 1 77-1 M208. ' C 1 VAULT 12 It R1862122 mode lumber, REDDING, GA VbWl 41,0-39 6 Feb 151888 MITek Industries, Inc. Thu Aug 05 16:58:21 1999 Page 1 t 1-2-0-0, 7.7.3 14-8-10 1. 21.8-0 28.7.8 I 31-8=92 I 38-10-2 I 43-0-0 '46.0-0, 2-0-0 7-7.3 a-11-8 6-11.6 5-1-6 6-1.8 6-1-8 6.1.14 2.0.0 US= 5.00 12 6 . BLOCKING & BRACING RE@UIRED AT SUPPORT: 8 3xd 7 0 I 113 8 a ) 5z8 12 3x4 ; i1 9 �1 3.6 L 1 15� t.Sxd11 3x42 3x8 Ida 1.6X4 11 4.1.12 4.3-8 14-6-10 23.6-0 29-7.14 36-9-11 4.1.12 0-1.12 10-3-2 8.11-6 6-1-14 6.1-14 LOADING (psi) SPACING 2.0.0 CSI TCLL 16,0 Plates Increase 1.26 TC 0.76 TCDL 7,0 Lumber Increase 1.26 SC 0.75 BCLL 0.0 Rep Stress Incr YES WB 0.71 SCOL 7.0 Code USC/ANSI95 LUMBER TOP CHORD 2 X 4 OF No.188tr-G BOT CHORD 2 X 4 OF No.1aBtr-G WEBS 2 X 4 DF Stud/Sid-0 °. ,OTHERS 2 X 4 DF Stud/Std-G REACTIONS Qb/size) 2•-87410-3.8, 15■2275/0.3.8, 9=1159!0-3-8 Max Horz 2=270oad case 4) Max Uplift2s.8740oad case 1),162.491 Qoad ossa 6). S-367(load case 5) / Max Grav2.27(load case 5),15=2275(toad case 1), gal169Qoad case 1) DEFL on) Qoc) Udefl PLATES GRIP Vert(LL) 0.35 12 >999 M20 2201195 Vert(TL) -0.64 12 >723 Hora(TL) 0.33 9 n/a 1 st LC LL Min Well • 360 Weight: 210 Ib BRACING TOP CHORD Sheathed or 2-6.7 on center purlin spacing. BOT CHORD Rigid ceiling directly applied or 4-3.2 on center bracing. WEBS i Row at midpt 3-15, a13 FORCES (lb) - First Load Case Only TOP CHORD 1-2-17, 2-3.2466, 3.42.1638, 4.5■ -1807, 5-6=-2387, 6-7-3268, 7.8-4017, B-9-4181, 9.1 Owl? BOT CHORD 2.15■-2285,14-15=-48,13-14-1646,12.13-2887,11.12■3366, 9-11-3914 WEBS 3.15-3099, 3-14=1577, 4.14■ -422, 4-13■159, 5.13-1439, 6-13=593, 6-12=821, 7.12■ -400, 7-11■630, 8.11■ -179 NOTES 1) This truss has been checked for unbalanced loading conditions, 2) This truss has been designed for the wind loads generated by 80 mph winds at 26 R above ground level, using 5.0 pef top chord dead load and 5.0 psf bottom chord dead load, .100 ml from hurricane oeeanllne, on an occupancy category I, condition I enclosed bullding, of dimensions 45 R by 24 R with exposure C ASCE 7.93 per UBCANS195 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase in 1.33, and the plate grip Increase Is 1,33 3) All plates are M20 plates unless otherwlae indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other Ike loads per Table No. 16-8, UBC -94. 6) A plate rating reduction of 20% has been applied for the green lumber members. �FESSIOry„ 6) Beating et jolnt(s) 9 considers parallel to grain value using ANSIfTPI 1.1996 angle to grain formula. Bulldit eeigner should verify aQR capacity of bearing surface.! ONG 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 674 lb up jjt 41.49 pIIR at QUO YG V joint 15 and 367 Ib uplift at Joint 9. /y 8) This truss has been designed with ANSI/TPI 1-1995 criteria. 400�V°� 4� p LOAD CASE(S) Standard Gr NO. CCOA4 EXR 9-30, I ..:A i Dcir;;n valid IDr ura only with MTek connactors, This design Is based only upon parameters ehaxn, and Is for an Indlvldusl w `� building component to be installed and loaded vcrticslly, Applicability or design parameters and proper incorporation of r.•-` �s component Is responalolllty w building designer - not truss designer. Bracing Shown le for lateral support of IndMdualweb _ member,, only. Additional temporary bracing to insure stabllhy during construction Is the responelblllty of the erector. Additional perm6nent bracing of the overall etruaurs Is the responelbilty of the bullding designer. For general guidance regarding fabrication, quardy control: storage, delivery, erection, and bracing, consult 097.88 Quality Standard, DSB-80 Bracing S Specification, and HIB -91 Mandiing Installing end Bracing Rseommsndadon avellsble from Tues Plate institute, 283 0• MiTek Industries, Inc. ! OnotrioDrit••-53718 WE d..•..._99LZ'ON_ ___-. _._.......'DNI S3181SHNI N31IN Wd££:1 .6661 6 '2nV M208 IC2 (VAULT mesa L�1® N®E REDDING, CA 95001 4.0-32 a Bets 18 1999 MiTek Industries, Inc. Thu Aug 05 1 R1862 1-2.0.0,' 7.7-3 1 14.8.10 214-0 1 26-7.6 1 31.8.12l 36.10.2 43.0-0 450-0, 2.0.0 7-7-3 6.11.6 6-11-8 6-1.6 5.1.6 5-1 -6 6-1-14 2.0.0 �OUmA BRACING T SUPPORT: 74= 1,5rd 11 6.0D rT 5xS = 4.1.12 0.1.12 10.3-2 8.11.6 8-1-14 6-1-14 'LOADING (pao SPACING 2.0.0 CSI DEFL On) Ooc) Vdell PLATES GRIP TCLL 16.0 Plates Increase 125 TC 0.76 Van(LL) 0.35 12 "99 M20 220/195 TCDL 7.0 Lumber Increase 125 BC 0.75 Ven(TL) -0.64 12 >723 BCLL 0.0 Rep Stress Inor YES WS 0.71 Horz(TL) 0.33 9 n/a BCDL 7.0 Code UBCIANSI95 list LC LL MITI Udefl ■ 360 Weight: 237 Ib LUMBER BRACING TOP CHORD 2 X 4 OF No.18Btr-G TOP CHORD Sheathed or 2-6.7 on center purlln spacing. BOT CHORD 2 X 4 OF N0.1aBlr-O BOT CHORD Rigid ceiling directly applled or 4.3-2 on center bracing. = WEBS 2 X 4 OF Stud/Sid-0 WEBS i Row at midpt 3-16.4-13 OTHERS 2 X 4 DF StudlStd-G REACTIONS Vb/slze) 2■ -674/0.3-8, 15.2275/0-3-8, 9=1159103.8 Max Horz 2-270oad case 4) j Max Uplift2=6740osd case 1), 16-4910oad case 5), 9--367(load case 5) { Max Grav2■27(load case 5),15=2275(loed case 1), 9■1159(load case 1) ' FORCE3 {Ib) - Fret Load Case Only w TOP CHORD 1-2=17, 2-3=2465, 3.4■ -1639, 4.5■ -1807, 5-6--2387, 6-7=-3258, 7.8--4017, 8.9e-4181, 9=10-17 BOT CHORD 2-15-2265, 14.15■ -A8,13-14=1545, 12.13.2897,11.12■3366, 9-1 1w3914 t1 WEBS (r' 3-15■•3099, 3.14=1577, 4-14=-422, 4-13■169, 5.13■1439, 6.13--593, 6-12=621, 7-12yt00, 7.11■630, 8.11■- 79 l `®/A NOTES I0 1) This trues hes been checked for unbalanced loading conditions, /A 2) This truss hes been designed for the wind loads generated by 80 mph winds at 26 h above ground level, using 5.0 psi top chord 4'� A dead load and 5.0 pef bottom chord dead load. 100 mi from hurricane oceanline, on an 000upancy category I, condition I enclosed building, of dimensions 43 A by 24 It with exposure C ASCE 7.93 per USCIANSI95 If end veRroals or cantilevers exist, they aro `1 exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL Increase Is 1.33, and the plate grip increase Is 1.33 3) All plates are MTO plates unless otherwlae Indicated. ®� %\ 4) Thle truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other Ihro loads per Table No. -16-0, f UBC -94. 5) A plate rating reduction of 20% has been applied for this green lumber members. QQOFE 6) Bearing at joint(s) 9 considers parallel to grain value using ANSVTPI 1.1995 angle to grain formula: Building designer should verify bearing �O capacity of surface, 7) Provide �Q' PEQ yG meohanloal connection (by others) of truss to bearing plate capable of withstanding 674 Ib uplIR at joint 2, 491 Ib uplift at joint 15 and 367 Ib uplift at joint 9. (� ; 8) This truss has been designed with ANSUTPI 1-1995 criteria. LOAD CASE(S) Standard .,` NO, C04996 :ba I 6 s Deelgn ualfd Tor ueo only whh MRek connsclore. This design ie baeed only upon parameiers shown, end is for an indi-idual t building vtmponent to bo installed and loaded vertically. Applicability of design parameters and proper Incorporation of �ta.•- compunent le re adobe al[t of temporary b designer - not truss designer. Bracing silo Is is for apo sl support of Individual web INK mcmbcrs only, additional temporary braclrp to Insure eta0111ryduring conetructfon le the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, Qualify control, storage, delivery, erection, and bracing. consuh OST -69 Ouelny Standard, DSO -89 Bracing Specification, and HIB -91 Handling Installing and Bracing Recommendation available from Duse Plate institute, 669 D' MIT9k Industries, Inc. Onorno Orh ' " ....5371e ..J6 -(til d_,_99LZ'ON '�Nl S31d1SNONl N31IN.. ....NPE l 6661 '6 '$nd R1662124 M208 CSE I BOSTON HIP 1 I2 moss lumber, REDDING, CA 96001 4.0.32 s -2-0-0 109-0 21.6.0 I 28-3-0 t 43-0-0 A� S•O.Oi 2.0-0 1a-9-0 6-9-0 6-9-0 14.9-0 2-0-0 6X5 - 5.00 FIT 1.6x4 11 1.6x4 11 = t,6xa ll 17 t8 1,6x4 II t.5xA II 1,62411 1.524 II 1 21 1.6x4 II I•�A I I 1.5x411 1 1 2g t.6x4 I I 540-:r, I.Szd II 8 1. 4 II 1. a II 26 1,6x411 6x10 -- 6x81 a II — L 411 =1. dll 1, all 28 8i3� 3 a 11 io 32 33 1 3�$ 4x7 = 39 38 37 36 35 4X7 2xA 11 7X8= 4T= 7xB 14-9-0 21.8-0 28-3-04+-3.M 14-9-0 6-9-0 8.9-0 14-9-0 LOADING (psf) SPACING 2.0.0 TCLL 18.0 Plates Increase 1.15 TCDL 7.0 Lumber Increase 1.15 BCLL 0.0 Rep Stress Inor NO BCDL 7.0 Code UBC/ANSI95 CSI TC 0.68 BC 0.67 WB 0.56 (Matrix) DEFL on) (1oc) Veen Vert(LL) 026 38-37 "99 Vart(TL) -0.38 38-37 3--999 Horz(TL) 0.11 33 We tat LC LL Mtn Well ■ 360 PLATES GRIP M20 220/195 Weight: 605 Ib LUMBER BRACING TOP CHORD 2 X 4 OF No,16Btr-G TOP CHORD Sheathed or 4-8.15 on center purlin spacing. Except: BOT CHORD 2 X 6 OF No.100.0 3 Rows at 1/4 pts 3.32 WEBS 2 X 4 DF Stud/Std-G BOT CHORD Rigid telling directly applied or 10.0.0 on center bracing. oJHERS 2 X 4 OF Stud/Sld-G REACTIONS (Ib/size) 2=020310-3-8,33w3208/0-3-8 Max Horz 2=28(load case 4) Max Vpllft2■-1281(load case 5),33=-12810oad case 5) { r FORCES Qb) - First Load Case Only TOP CHORD 1-2w38, 2-31=48118,34a-3693. 4-6-3646. 6.6m.3527,8-1 1 =-3633,11-13■-3868,13.15 3643, 1S -17o-3589, 17.19=-3598, 19-21-3643, 21-23n-3658,23-26--3833, 28-282-3827, 28 -30n -U46,30 -32m.3693, 32-33=-8818, 33-3038,31-6-2931, 5-7w.2938, 7-9=2938, 9.10■ -2938,10 -12■ -1227,12 -14:=1227,14.1B• -1227,16-18m-1227, 18.20■ -1227, 20.22=-1227, 22-24=.1227, 24-26e-1227, 25.27e-2938, 27-29=-2938, 2941■ -2938, 31.32■ -2931 l' BOT CHORD 2-3926233, 38.39■8180, 37-38■8288, 36-37=8288, 36.36■8180, 33.35■8233 WEBS 3-39=81 4, 32-35m814, 17-18w2469.19.20e32, 15-18=32, 21 -22■ -83, 23.24m-147, 26.27■ -114, 28-29=30, 30.31.2, ®� 13-14e-63, 11-12=-147, S-9-1114.6-7-30.4-542, 3-38-120,10-38:e633.10-37-1903, 1&37e2438, 25-37=1903, 0 - ' 26-36■533, 32-W;1120 NOTES. �1) 2-ptytrues to be connected togelhetvvh110.1317c3" Nalla ea follows: lop chords connected with 1 row(s) s1 0 9-0 cif center. Bottom chords connected with 3 r6w(s) at 0.94 an center.- Webs connected es follows: 2 X 4.1 row(s) at 0-9-0 on center. 2) This truss ha's been checked for unbalanced loading conditions. 3) This truss has been designed for the wind loads generated by 80 mph winds at 25 R above ground levet using 5.0 oaf lop chord dead load and 6.0 psf bottom chord dead lead. 100 mi from hurrioane oceanilna, on an occupancy category I, condition I enclosed building, of dimensions 46 ft by 24 ft with exposure C ASCE 7-93 per UBC/ANSI95 If end verticals. or cantilevers exist, they are exposed to wind. H porches exist, they are not exposed to wind. The lumber DOL Increase Is 1.33, and the plate grip increase is 1.33 4) Provide adequate drainage to prevent water ponding. 6) All plates are M20 plates unless otherwise indicated. B) This truss has been designed for a 10.0 pal' bottom chord live load noneoncurrent with any other live foods per Table No. 18-B, UBC -94, 7) A plate rating reduction of 20% hes been applied for the green lumber members. NO --1 a 99 *. EXP 9 -30 - Continued on page 2 �jr9 �P Dr.:ign .valid for tt.:c only with MITek connectors. This design is based only upon parameters shown, and is for an individual b il+dion component to be Installed and IorMd vertically. Applicability of design parameters and proper Incorporation of sa.s�•• component it rnaponeibility of buitdinp designer - net truss designer. Bracing shown is for lateral'support of individual web mambere only. Additional temporary bracing to Ineure stability during construction IS the reeponabillty of the erector. Adahtonel permanent bracing of the overall Structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control. Storage. delivery, erection, and bracing, consult OST -88 Duality Standard, 098.84 Bracing Specification. end NIB -91 Handling Installing and Bracing Recommendation available from Trues Plate Inatltute. sea V MITek Industries, Inc. Onotno DO .. '- '•- 63719 bZ/9 l d._.._59LZ'0N—._'SNI S3I81SAON1 )131 IN ......WdtiE 1 .._6661 6 '$ny.. i R1862124 M208 CSE BOSTON HIP 2 ;moss lumber, REDDINO. CA 88001 �.; 4.0.32 a Feb 181999 MITek Industries, Inc. Thu Aug OS 16:58;25 1889 Page $ a' NOTES 8) Provide mechanical connection (by ofhen s) of truss to bearing plate oapeble of withstanding 1281 Ib uplift at Joint 2 and 1281 Ib uplift at Joint 33. 9) This Wee has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(9) Standard 1) Regular Lumber Inoreaseu1.16, Plate lnorease■1.15 Uniform Loads (pm Vert: 239--98,8. 38-38--98.8, 37.38.89,8, 38.37e-99.8, 35.38-99.8, 33-35-09.0,11-2-46.0, 2-3--46.0, 34-46.0, 4-6--46.0, 6-8-46.0, 8-11=-48.0, 11-13=-46.0, 13-15=-48.0,16-17••48.0, 17-18.46.0, 19.21■-46.0, 21.23■-46.0, 23-26m-46.0, 28-28=-8.0, 28-30=-48.0, 30.32••48.0, 32-33a-48.0,33-34846.0 Dewon ,Gild for uao only win MITek connectott. Thie design it basad only upon param:ters shown, and Is for on Indivlrtual building component to be installed and loaded vertically. Applicability of design parameters and proper Incorporation of �•- componont is reeponslbtlay of building designer • not truss designer. eraoing shown is for lateral suppon of Individual web members only. Additional temporary bracing to Inure slebiaty during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the r8sl3m0blilty Of the building designer. For general guidance regarding fabrication, qualkv control, storage, delivery. erection, and bracing, consult GET -88 Quality Standard, DSO.99 Bracing Specification, and HIB -9i Handling Installing and Bracing Recommendation available from Truss Plata Institute, sea D' MITek Industries, Inc. Onafrio Drt _ . " 53719 W9 'd....,.:-.S9LZ'0N--_-_'0NI S3181SAaNI �311W ...... WdSE 1 6661 6 °rid LNQ08' ...o.lJ I MONOiTRUSS moss lumber, REDDING, CA 96001 4.0-32s -2-0-0 4.3.14 "_0 2.0.0 4.3.14 3-8-2 0.0.5 ME 0 R1862126 LOADING (psf) SPACING 2.0.0 CISI DEFL (n) Qoo) Udell PLATES GRIP TCLL 18.0 Plates Increase IAS TC 0.54 Ven(LL) ' -0.16 2.4 X562 M20 2201196 TCDL 7.0 Lumber Increase 1.15 BC D.37 Ven(TL) -0.28 2.4 X330 SCLL 0.0 Rep Stress Incr YES WB 0,00 Horz(TL) 0.00 4 n/a BCDL 7.0 Code UBC/ANSI95 1 a LC LL Min Vdefl = 360 Weight: 30 Ib LUMBER BRACING TOP CHORD 2 X 4 DF No.1 t1BIr-O TOP CHORD Sheathed or 6.0.0 on center puriin spacing, except end verticals. BOT CHORD 2 X 4 OF No.18Btr-C BOT CHORD Rlgld ceiling directly applied or 8.0.0 on center bracing. WEBS 2 X 4 DP Stud/Std-O - RPACTIONS Ob/size) 2e330/0-3.8, 0231/0.3.8 Max Horz 2=238Qoad case 4) Max Upllft2■•148(load case 3), 4=-98(load case 4) { FORCES (Ib) - First Load Case Only f TOP CHORD 11-2=17.2-3-0,31-4-177 BOT CHORD 24.0 NOTES 1) This truss has been designed for the wind loads generated by 60 mph winds at 25 ft above ground level, using 5,0 paf top chord dead load and 5.0 pal' bottom chord dead load, 100 ml from hurricane ocesnline, on an 000upency category I, condition I enclosed building, of dimensions 49 ft by 24 ft with exposure C ASCE 7-93 per UBC/ANSI95 If and venloalt or oantllevers exist, they are exposed to wind. If porches axial, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip Increase Is 1.33 2) All plates are M20 plates unless oiherwlae Indicated. 3) This trues has been designed for a 10.0 pef bottom chord live load nonconourrent with any other the loads per Table No. 113.8, UBC -g4, 4) A plate rating reductlon of 20% hes been applied for the green lumber members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 148 Ib upllil at Joint 2 and 98 Ib uplift at joint 4. 6) This truss has been designed with ANSVTPI 1 A criteria. LOAD CASES) Standard v I QRpFESSIC,�� QONG yG NO. C049919 EXP 9-30-C, ` 40 :�...... ... _.. '1; ....... ..,. ,..'i'�,'i:i•':: .5'r7;.: Iil.l':;i:ii::r$." Jamin valid for use only with MITek eonnectore. This design is based only upon parameters thown. and is for an individual y/��� �. i b iseing compononi to ho Installed and loaded verilcalhy. ApplInNilty of design parameters and proper Incorporation of ccmponent is reSponsibiliiy of building oeSigner - not trUSs des gner. Gracing shown is for lateral Support of Indlvtdusl web ntemoers only. Additional temporary bracing to Insure stability during coneiructlon Is the responsibility of the erector. Additional f- pennanent bracing of the overall structure Ie Me responsibility of me building designer. For general guldance regarding lnbncstion. quality control, storage, delivery. erection, and bracing, conauit QST -Be Quality Standard, DSB-89 Bracing Specification, and HIB -91 Handling Installing and Bracing Recommendation available from Trues Plate Institute. 599 D' MITek Industries, Inc. Onofrio Dri, _ "53719 ti /8 l d. ---.S 9 L G'° N ------ S31 d1SflON 1 fl11N Wd9cu I Ci"999 OF CALIF 6661 16 'onv l r M208 IJ2 -- ' - I ROOF TRUSS e R1862127 moss lumber. REDDING. CA 86001 4.0.32 s Feb 181999 MITek Industries, Inc. Thu Aug 0616:68:271999' Pegs 1 2-0-0 1-11-11 6-0.5 6,00 FIT 2xi - Connect truss to With Simpson or ctti.. �UzY hangc-i, 8 8-0-0-- 1 .11 A i -0-01.11-11 4-0-0 ? Lt5 LOADING (pal) SPACING 2-0-0 TOLL 16.0 Plates Increase 1.16 TCDL 7.0 Lumber Increase 1,16 BCLL 0.0 Rep Stress Incr YES BCDL 7.0 Code UBC/ANSI96 LUMBER TOP CHORD 2 X 4 OF No.18Btr-G BOT CHORD 2 X 4 DF No,16Btr-G CSI DEFL 0n) Coo) I/deo PLATES GRIP TC 0.17 Ve'rt(LL) •0.01 2.5 3,999 M20 220/195 SC 0.12 Verl(TL) •0.05 2.5 3,899 WB 0.00 Morz(TL) •0.00 3 n/a (Matrix) ) ls1 LC LL Mln VdeA x 360 • Weight: 17 Ib BRACING TOP CHORD Sheathed. BOT CHORD Rigid veiling directly applied or 6.0.0 on center bracing. REACTIONS 0b/size) 3x-610-3-8, 2x22710-3-8, 4.14/0-3-8, 4■14/0.3.8, S•SS/0-3-8 - - Max Horz 2=760oad case 5) ' Max Upllft3a-50oad case 1), 2-1470oad case 5) Max Grev3a340oad case 4), 2.227(load case 1), 4x14(load ease 1), 4=14(load case 1), 5=810oed case 2) FORCES 0b) - First Load Case Only TOP CHORD 1.2.34, 2-3--38 BOT CHORD 2-6m0. 6-6m0, 4-6■0 NOTES 1) This truss has been designed for the wind loads generated by 80 mph winde at 26 ft above ground level. using 6.0 psf top chord dead load and 5.0 psf bottom chord dead load, 100 mi from hurricane oeeenlins, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-83 per USC/ANSI95 If end Vertloals or cantilevers exist, they ars exposed to wind. If porches exist. they are not exposed to vdnd. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 4) All plates are M20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrsnt with any other IN* loads per Table No. 16.5. UBC -94. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of whhstanding S Ib upllft st Joint 3 and 147 Ib uplift at Joint 2. 6) This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE($) Standard � 00 00 [res,gn valid for trot only with MITek connrotors. This design is based only upon parameters shown,, and is for an individual bulloing component to be Installed end loaded vertically. Appllcabllhy of design parameters and proper Incorporetlon of enmponent is responsibility of building designer • not truss designer. Bracing shown is for lateral support of indMdual web membere only. AddMonsl temporary bracing to Inaure Stablltty during construction la me responelblllry of me erector. Additional perm5nent bracing of the overall Structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection, and bracing, consuh OST -88 Quality 8tendard, DSO -89 Bracing Specification, and HIB -21 Handling Installing and Bracing Recommendation available from Truse Plate Institute, S83 D' MITak Industries, Inc, 1 Onotrld Drt- 6 I d 6371f .. ---q9 LZ ' O N ___.�--_-_--__._-_--_.--_---- ....-. ' O N I S3.1 8 IS n 4 N I N31 I W.... /QapFESsrp,�� °NG yG Fy *, NO* 004491 .� EXP 4- A. ME:[ .-.6661 ' 6 ' °nH Job ' . Truce Truss Type Oty ply, T .. R1862128 M208, J4 ROOF TRUSS.. + 6 1 , IIIVaa 1WWW r, n6v6111w, , ,, 9.W-44 U Feu 10 IWWW MI 1.0K niuUHURM, InC. rn Aug uo 14:14:Zd lutow rags 1. I -240 I 3.11.11 I 6 0 0 2.0.0 3.11.11 4-0� FORCES (lb) - First Load Case Only TOP CHORD 1-2=34.2.3=-48 BOT CHORD 2-5=0, 4-6=0 j NOTES 1 1) This trues hes been designed for the wind bade generated by 80 mph winds at 25 It above ground level, using 5.0 psf top chord dead load and 5,0 pal bottom chord dead load, 100 ml from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions A5 R by 24 It with exposure C ASCE 7.93 per U90ANSI95 if < end verticele or cantilevers exist, they aro exposed to wind. If porches exist, they are not exposed to vAnd. Tris lumber DOL Increase Is 1.33. and the plate grip increase Is 1,33 2) All plates are M20 plates unless cthefwlse Indicated, 3) This truss has been designed for a 10.0 pef bottom chord live bed nonconcurrem whh any cuter IN* toads per Table No. 18-8, USC•94. 4) A plate rating reduction of 20% has been applied for the green lumber members, 5) Provide mechanical connection (by others) of trues to tearing plate capable of withstanding 25 Ib uplift at Joint 3 and 132 Ib uplift at joint 2. S) This trues has been designed with ANSVTPI 1.1995 ortterla. LOAO CASE(S) Standard :, t ..: :•-::.r.:.a .".'1::' > : ,'!: ':':= ;)P••' :"'.'.., h/.:! i::.. %:%{lt: ,.l f:,`: a?I:FCII: ' (.4 :�sian valid for use only with MITek connectors. This design is based only upon parameters shown, and is for an individual ImViing component to be Inetfitled and losced verticbily. Applicability of deeign parameters and proper Incorporerlon of mmpontnt is reSponsibiiity of building designer . not truss designer. Bracing shown is for latsral support of individual web10 msmbfire only. Addlaonal temporary bracing to Insule stability during conatructlon la the responsibility OT the erector. Additional permanent bracing of the overfill structure Is the responsibility of the building designer. For general guidance regarding 10 lsbricetion. quality control, storage, delNery, erection, and bracing. consult OST -e8 Ouallty Standard, DSB-89 Bracing.001 wd�.'10 I Sbecillestlon, and HIB -91 Handling Installing and Bracing Recommendation available from Trusa Plate Institute, 683 D' MITek Industries, Inc. :onarriaonWOZ 'd__99LZN_ — __—'GNI S3Ia1SNONI N31IN-WdH _..6 6 6 1 , 6 • 2 ny_.._....... . 3 6.00 12 Connect truss to girder With Simpson or equal Ir zK hanger. s " 1 2x4 = s-11-11 8.0.0 ( 8-t t-1 t a -0s LOADING (pef) SPACING 2.0-0 Cbl DEPL (in) (Ic:) Vdefl PLATES GRIP TCLL 16.0 Plates Increase 1.15 TC 0.18 Vert(LL) -0.08 2.4 >999 M20 220/195 TCDL 7.0 Lumber Increase 1.16 BC 0.26 Ven(TL) -0.20 2-4 2-469 BCLL 0.0 Rep Stress Inor YES WB 0.00 Ho2(TL) -0.00 3 n1a SCDL 7.0 Code UBC/ANS195 (Metrix) 1 et LC LL Min Vdefl = 3eo Weight: 20 Ib LUMBER BRACING TOP CHORD 2 X 4 DF No.18Btr-G TOP CHORD Sneathed. BOT CHORD 2 X 4 DF No.18Bir-G BOT CHORD Rigid calling dlreetly applled or 6.0.0 on center bracing. REACTIONS (Ib/size) 3=6S/0 -M, 2=265/0-3-8,054M-3-6 Max Hoe 2=103(load case 5) Max Uplift3=-25(load case 3), 2=132(loed case 5) Max Orav 4=73(load case 2) FORCES (lb) - First Load Case Only TOP CHORD 1-2=34.2.3=-48 BOT CHORD 2-5=0, 4-6=0 j NOTES 1 1) This trues hes been designed for the wind bade generated by 80 mph winds at 25 It above ground level, using 5.0 psf top chord dead load and 5,0 pal bottom chord dead load, 100 ml from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions A5 R by 24 It with exposure C ASCE 7.93 per U90ANSI95 if < end verticele or cantilevers exist, they aro exposed to wind. If porches exist, they are not exposed to vAnd. Tris lumber DOL Increase Is 1.33. and the plate grip increase Is 1,33 2) All plates are M20 plates unless cthefwlse Indicated, 3) This truss has been designed for a 10.0 pef bottom chord live bed nonconcurrem whh any cuter IN* toads per Table No. 18-8, USC•94. 4) A plate rating reduction of 20% has been applied for the green lumber members, 5) Provide mechanical connection (by others) of trues to tearing plate capable of withstanding 25 Ib uplift at Joint 3 and 132 Ib uplift at joint 2. S) This trues has been designed with ANSVTPI 1.1995 ortterla. LOAO CASE(S) Standard :, t ..: :•-::.r.:.a .".'1::' > : ,'!: ':':= ;)P••' :"'.'.., h/.:! i::.. %:%{lt: ,.l f:,`: a?I:FCII: ' (.4 :�sian valid for use only with MITek connectors. This design is based only upon parameters shown, and is for an individual ImViing component to be Inetfitled and losced verticbily. Applicability of deeign parameters and proper Incorporerlon of mmpontnt is reSponsibiiity of building designer . not truss designer. Bracing shown is for latsral support of individual web10 msmbfire only. Addlaonal temporary bracing to Insule stability during conatructlon la the responsibility OT the erector. Additional permanent bracing of the overfill structure Is the responsibility of the building designer. For general guidance regarding 10 lsbricetion. quality control, storage, delNery, erection, and bracing. consult OST -e8 Ouallty Standard, DSB-89 Bracing.001 wd�.'10 I Sbecillestlon, and HIB -91 Handling Installing and Bracing Recommendation available from Trusa Plate Institute, 683 D' MITek Industries, Inc. :onarriaonWOZ 'd__99LZN_ — __—'GNI S3Ia1SNONI N31IN-WdH _..6 6 6 1 , 6 • 2 ny_.._....... . Imoe moss ,i ROOF TRUSS I6 a -2.0.0 s•11-11 8-0-0 2-0-0 5-11-11 2-0-8 R1862129 Jer ual ler. r 5.11-11 8-0.0 1 LOADING (psf) SPACING 2-0-0 C31 - ' DEFL on) (oc) Vdefl PLATES GRIP TCLL 16.0 Plates Increase 1.16 TC 0.22 Vert(LL) -0.14 2-4 >651 M20 220/196 TCDL 7.0 Lumber Increase 1.16 BC, . 0.36 Ven(TL) -0.26 2-4 >359 BCLL 0.0 Rep Stress Incr YES WS 0.00 Horz(TL) -0.00 3 n/a SCOL 7.0 Code U8C/ANSI95 (Matrix) list LC LL Mtn Vdefl ■ 360 Weight: 23 Ib LUMBER TOP CHORD 2 X 4 OF No.18Blr-G BOT CHORD 2 X a OF No.1 i36tr-G REACTIONS (lb/slze) 3■11210.3.8, 2■30210-3.8, 4■34/0.3.8, 4=Salo-3-8 Max Horz 2=132(load case 6) ` Max Up03-67(losd case 3), 2=-1390oad case 5) Max Grav 098(load case 2), 054(load case 1) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=34.2-3=34 BOT CHORD 2 -Se -0, 4.6e-0 BRACING TOP CHORD Sheathed. BOT CHORD Rigid ceiling directly applied or 6-0.0 on center bracing. NOTES 1) This truss has been designed for the wind loads generated by 80 mph winds at 2S R above ground level, using 5,0 pat top chord dead load and 5.0 psf bottom chord dead load. 100 ml from hurricane oceanline, on an occupancy category I, condition I enclosed bullding, of dimensions 45 ft by 24 ft with exposure C ASCE 7.93 per UBWANSISS If end Verticals or cantilevers exist, they are exposed to wind. If porchea exlet, they are not ezpDeed to wind. The lumber DOL Increase Is 1.33, and the plate grip Increase Is 1.33 2) All plates are M20 plates unless olherwlao Indicated. 3) This truss has been designed for a 10.0 pef bottom chord live land nonconcurrerd with any other live loads per Table No. 18-B, UBC -94, 4) A plate rating reduction of 20% hes been applied for the green lumber members. 5) Provide mechanical connection (by others) of truss to bearing plait capable of wlthstanding 67 Ib uplift at joint 3 and 139 Ib uplift at joint 2. 6) This truss has been designed with ANSIfTPI 1.1994 criteria. LOAD CASE(S) Standard -Y4b;Qn valid for use only Wpn MITek connectors. Thie design is based only upon parameters shown, and Is for an Individual w ri;Adino compongm to bs inetelied and loaded vertically. Applicability of design parameters and proper incorporation of component Is rasponalblllty of bulIdIng designer - not truss designer. 8raoing shown Is for lateral support of Individual Web f mcmbam only. Additional temporary bracing to insure stability during conattuctlon Is the responsibility of lhs erector. Additional permanent bracing of the overall etruciure Is me responsibility or.the building designer. For general guidance regarding taeneedon. querrty control, storage• delivery, erection, end bracing, consult OST -a9 Quality Standard, DSB-69 Braoing Specification, and HIB -91 Handling Installing and Bracing Recommendation available from Truss Plate Institute, $ad D' Ill Induall leVWs, e. 00 ;r7notno0rr�53719 Z/IG , 1111 J_l39CG ON SNI S31d1SnON1 �311W WdL£ l �.._.� �............ ----- y,-- . 6661 6 '2ny R1862132 IM208 t ISB -I ROOF TRUSS I5 • I1 moss lumber, REDOING, CA 98001 4.0-32 a Feb 19 1989 MITek Industries, Inc. Thu Aug 06 18:68:32 1999 Page 1 -2-0-0 I 2-0-0 I 8.11.11 l 2-0-0 2-0-0 3-11-11 5.00 riT a N 1 � 2 t Connect truss to girder . t with Simpson or equal- 2t4= LL Z4 hanger. 2-0-0 ' LOADING (paQ SPACING 2-0-0 CSI DEFL -on) (loc) Vdefl PLATES GRIP TCLL 18.0 Plates Increase 1.15 TC 0.17 Vert(LL) -0.00 2 "99 M20 2201195 TCDL 7.0 Lumber Increase 1,16 SC 0.02 Vert(TL) 0.05 1-2 "18 SCLL 0.0 Rep Stress Iner YES WB 0.00 Harz(TL) -0.00 4 We BCDL 7.0 Code UBCIANS195 (Matrix) 1x1 LC LL Min Well ■ 360 Weight, 16 Ib LUMBER BRACING TOP CHORD 2 X 4 DF No.18Btr•O TOP CHORD Sheathed. -+ BOT CHORD 2 X a OF No.18Btr-0 BOT CHORD Rigid ceiling directly applied or 8-0-0 on center bracing. REACTIONS Ob/size) 4.8910.3-8, 2■200/D-3.8, 6■1410.3.8, 3.88/0.3-8 . - Max Morz2=133Qoad case 5) Max Upllft4•-590oad case 3), 2■-140(load case 5), 3■-36(load case 3) Max 0mv6=33(load case 2), 3■880oad case 1) { FORCES pb) - First Load Case Only t TOP CHORD 1.2■34, 2-3-38. 3-027 BOT CHORD 2-5=0 NOTES 1) This truss hes been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 5.0 pef top chord dead load and 6.0 psf bottom chord dead load. 100 ml from hurricane ocasnllne, on an occupancy category I, condition I endowed building, of dimensions 46 R by 24 ft with exposure C ASCE 7.93 per UBClAN8195 If and vertical@ or cantilevers sidat, they are exposed to wind. If porches exist, they are not exposed to Wrid. The lumber DOL Increase Is 1.33, and the plate grip Increase Is 1.33 2) All plates are M20 plates unless otherwlae Indicated. 3) This truss has been designed for a 10.0 pelf bottom chord live load nonconcurrent with any other live loads per Table No. 16-8, UBC -94. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withetanding 59 Ib uplift at )olnt 4, 140 lb uplift at Joint 2 and 36 lb uplift at Joint 3. 6) This truss has been designed with ANSIRPI 1.1995 criteria. LOAD CASE(S) Standard a� �G 006 4� i - 1Jr-Pipn valid !or use only with MITek connectors. This design Is based only upon parameters shown, and le for an IndMdual bwIding compwant to be Installed and loaded verilcally. Applicability of design parameters and proper Incorporation of component is reipensibility of building designer - not truss designer. Bracing shown le for lateral support of Indlvldual web members only. Addltlonal temporary bracing to irmun stability during construction Is the reaoonelblllry, of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding tabncadon, quality convel, storage: delivery; erection, and bracing, consult 08T-88 Quality Standard, DS"a Brscing e I Specification, and HIB -91 Handling Installing and Bracing Racommandatlon avellable from Truss Plate Instltufe, 583 D' MITek Industrlee, Inc. Oncflfo OrhWt Z; d. --q 9 L G' O N _._' 3 N I OMAN f 311 W.._`: `_Wd 6 E l_ 6661 6 a n y MOB' IS4 IROOFTRUSS IS I1 I R1862131 moss lumber, REDDING, CA 85001 . 4.0-32a 0 I -2-0-0 I 2.0-0 3-11-11 2-0-0 2-0-0 1-11.11 2.0-0 girder equal r,V V,z nanger. 1999 Page 1 LOADING (psi) SPACING 2.0-0 CSI DEFL (In) (loo) Udefl PLATES GRIP TCLL 18.0 Platee Increase 1.15 TC 0.17 Vert(LL) .0,00 2 �s8g M20 220/185 TCDL 7.0 Lumber Increase 1.15 BC 0.02 Veri(L) 0,05 1.2 417 BCLL 0.0 Rep Stress Inor YES WB 0.00 . Horz(TL) -0.00 4 n/a • BCDL 7.0 Code UBCIANSI95 (Matrix) Iof LC LL Mind/deft = 350 Weight: 12 Ib LUMBER BRACING TOP CHORD 2 X d DF No.1&Btr-G TOP CHORD Sheathed. BOT CHORD 2 X 4 DP No. I&Btr-G BOT CHORD Rigid ceiling directly applied or 6-D-0 on center bracing, REACTIONS (IWsize) 4=43/0-3.8, 2=200/0-3-8, 5n14l0.3.8.3•42/0.3.8 Mat Horz 2al04(load case 5) Max Upllft4m-28(load case 3), 2■-152(load case 6), 3■-50oad case 3) Max G rev 5=33(load case 2), 3=42(load case 1) FORCES (lb) - First Load Case Only TOP CHORD 11-2n34,2-3-38,3-013 a BOT CHORD 2-5=0 NOTES 1) This trues has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 5.0 par top chord dead bad and 6.0 psf bottom chord dead load, 100 ml from hurricane oceanllne, on an occupancy category I, condition I enclosed building, of dimensions 45 fl by 24 It With exposure C ASCE 7.93 per UBC/ANSI95 If end verticals or canillevere. exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL Increase Is 1.33, and the plate grip Increase Is 1,33 2) All plates are M20 plates unless otherwise Indleated. '3) This truss hes been designed for a 10.0 psf bottom chord Ilve load nonconcurrent with any other live loads per Table No..16.8, UBC -94. 4) A plate Wing reduction of 20% has been applied for the green lumber members. 5) Provide mechanical connection (by others) of trues to bearing plate capable of whhstending 28 Ib uplift at Jolet 4,1152 Ib uplift at Jofni 2 and 6 lb uplift at Joint 3. 6) This truss hes been designed with ANSUTPI 1.1995 criterls. LOAD CASES) Standard OQRgf Esslo ONG "°F9- - A r,� AU jf OF CC.O iP,. 1:. \:.� a. l.,../\ rf{;; (,/,\.-.. O + Cc'sinn v- -lid for ume only with MITak connaciore. This design Is based only upon oararnetere shown, end Is for an individual y �! butrding curnponent to to Installed and loaded vertically. Applicability at design paramefers and proper Incorporation of component to responsibility or building designer - not was deeigner, Bracing shown Is for lateral suppon of individual web membere only. Additional temporary bracing to insure stability during construction is the reaponelbIllty of the erector. Addttionai permanent bracing of me overall structure le the responsibility of the building designer. For general guidance regarding Nbricafion. Quality control, storage, delivery, erection, and bracing, consult OST -88 Quality Standard, D98-89 Bracing { Specification, and HIB -91 Handling installing and Bracing Recommendation available from Truss Plate Institute, 583 D' MITak Industries, Inc, 1 onorrio or�53-1 G/� G ' d---,.q g 9 L G' 0 N y______ ' 3 N I S 3 18 1 S AO N I� 311 N ---N d 8 E 1 __ 6 6 61 6 2 n h-_. M208 S2 moss lumber, REDDINI J ROOF TRUSS I5 I 1 CA 96001 4.0-32 a Feb 181999 MITsk Industries. Inc. Thu Aug -2.0-0 a 1.11-11 2-q-0 2-0-0 -11.11 0-0-5 0 ' . 1-11-11 R1862130 1 0 .* '0 CI) C c n. LOADING (psf) SPACING 2-0.0 C31 DEFL (In) (loc) l/defl PLATES GRIP TCLL 16.0 Plates Increase 1.15 TC . 0.17 Vart(LL) -0.00 2 >999 M20 2201195 TCDL 7.0 Lumber Increase 1.1S BC 0.02 Vert(TL) 0.05 1-2 >528 SCLL 0,0 Rep Stress Inor YES. WB 0.00 Horz(TL) -0,00 3 Na BCDL 7.0 Code UBC/ANSI96 (Malfix) 1st LC LL Min Vdefl - 360 Weight: 9 Ib LUMBER BRACING STOP CHORD 2 X 4 OF No.188tr-O TOP CHORD Sheathed. BOT CHORD 2 X 4 OF No.18Btr-G BOT CHORD Rigid ceiling directly applied or 8-0-0 on center bracing. .REACTIONS (Ib/size) 3=-5/0-3-8,2=20010-3-8, 4=1310-3-8 Max Harz 2.76(load case 5) ` i Max Upllft3■-60oad case 1), 2•-1680oad case 6) Max Grav3=34(load case 6), 2=20006ad case 1), 4-330oad case 2) FORCES (Ib) - First Load Case Only TOP CHORD 1.2■34, 2.3••38 BOT CHORD 2.4■0 NOTES 1) This trues has been designed for the wind loads generated by e0 mph winds at 26 ft above ground level, using 5.0 pef top chord dead load and 5.0 pef bottom chord dead load, 100 mi from hurricane ooeanllne, on an occupancy category I, condition I enclosed building, of dimensions 45 it by 24 ft with exposure C ASIDE 7.93 per USCIANS196 If and vsnloals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase Is 1.33, and the plate grlp Increase Is 1,33 2) All plates are M20 plates unless otherwise Indicated. 3) This trues has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live foods per Table No. 16-8, UBC -94. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 6 Ib uplift at Joint 3 and 166 Ib uplift at Joint 2, 6) This trues has been designed with ANSVTPI 1-1996 criteria. LOAD CASE(S) Standard Ise 0 go QRoFESSIO/ ONG k, Fye 110 1 W!144' . ` ...... .. ... .'_� ':�'. r: , r•:?�' - ..... _iS'Sr.',_�L''.. iteSF�?tui ii.�'[f: �` 6' 1 C�intp)n valid for use only with MITsk eenne=ws. This design is based only upon parameters shown, ana It. for all InaWleuel ' b-Ading --omponenr to be Installed and loatlea vertically. Appllcablflty of design parameters and proper incorporaiari of t•r."96 amponbnt is responsibility of building designsr - not truss designer. Bracing shown Is for lateral support of Individual web mnmbers only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional pormanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding isbrication• qualify control• storage, delivery, erection• find bracing, consult 067.98 Quality Standard, DSB42 Bracing W1 Specification. and HIB -91 Handling Installing and Bracing Recommendation available from Truss Plata Insthufe, 393 D' MITok Industries, Inc. I Qnofrlo Ort .. _ _ '-' 53719 tZ/Zz 'd 59LZ'0N DNI S3IJISi10Nl NI IIV1 UP I •RI V aL PAHT I A I. HOOF LAYOUT SSIO t NG y �'l3.5 2.3 — 3.5 HURRICANE CLIP —------- _--_— ---- — _ — I 04991 .,'UlTAIL-.0 D(P, 9-3 Ln3.4 w J> CMIL IZ OPT. SP11CLL:YMM.'AVO9 - w SOF CAI -4 2 TO I;f 3.5 Ln • Z 2 m It•J 8 ►W— ALLEY TRUSS DETAIL 3•° 3.4 3•.s •'-o" MRM, ?•3 �SL'L HOT[ No.2� 2.3 i= O_ (V � tD Q) ' thndlkV A Eretlim IK.odlu/eoul b4ormltim W&c)ng h0orm.tion To.moclor N.rdwdrs IJ012 MiTek Industries• Inc,_ . t c.r..- n.dro d ae.pa.�.1 .1.1 rn. ►. �atarA m... d .NI m.po�a rr b. vd�+ q b e..v r d M w tr.r N-ip sdVa b Cres a- d-tr .. o ..d..a•.• h u, b m.• b -r .pd. UAWX��-po..a m.c. trsiQ te.bar w.b .n..bn rd emfrv.A Wl .,.► tn:n .. �., ^..r 31IOGddC•roy Dr.1I10 pmD rd b /Q ui.r ra. r+ME�.p�.p�.e u t Cer:l r o.�..r ae. � bAS jg..a� �e bewb. tin nwrtiu.e. ru...0 rrr.l.eme� is 0.pd . b,... RaocfoGrdo.ti CA lSp9 Yv.W IV ahR /b bd. ■• b b •ppW b II+ tiE.q�d baarpY.ln.au+Dro�rOlt4 mnvM_ 1Wbt. .6 . 1nb d/. IrtAw MO`I.N U'f a7,d/d. r d M i r.d W-*% 7i 43JI `AX()1i)I3IJ J.� .--1 m.Don•. ue1 rlr r Gdv rd IsuY'W r. cndd.. t!r bw:oo a►..b h.d Ww Baa od sr kol hA&V m1. r �a+A� 4�M r.q V Ram roti M d O..tr•. •aV • -d -h— rd -qA b e O.u- � r M b 0,0 .A.r b -m p.rr Ilu. On V. bad1 b Si4d b r i,D0N0T US& MSOESIGK Ou.7 m-.Aw -1 aand b r 9%V rn.., AM. N QM..Or�4 �Jrlljht (C) tm i tM omymra. %t— 11- d. V .'cM rye —W. dAd ►Arw1.., &+ r Tre..q• ..mf+f '4 r...nrrp, AIi b �. A..eT„w t+b erd o C-. ..vr b ...eod b hart r • �. oy w broad d.. d vH o. h Ir r. d M• ytrnoei Jnr-1.� b d.l1uW d 1rd Ry�� n QAR GIVHIEA 4F)6ERd 1. I99J Z t=— vnw �. •e. .a •,d v�b .d a� r pp'd d�Mo.enw rd M1..nrn K6..l� a.,+i1 d rur bcs p -d dr• kan.0 1W I m". .dar,a-ra,yn..:as.o.►.rrid miaw b.+o ►a w- r rr��.a•mr.r�eyrndk4avw.d. m...r. w�nad I. NiN ►[La Aro, k woo... re mord -d m-. r.wua M b W po.Wf q b 6+�.i.-o v. r.o•.� .t�v.J ¢�vny .V. rs n4�adb1 b Ih Ir.krbS t+rd.Q. fir" rd d..VldM m.ytr.rns.a fr 4i.- ...b•m d M6.\IJ •J .l�v i ►dll-... d aoncv....a. MC "TFL R EA fE . NOTES: J I-PROVIDR LATERAL SUPPORT FOR TOP MAX. SLOPE/GRADEFOH BEVELED � - d CHORD WITH SHEATHING (BY. OTHERS) NOM. TOR CONNLCTION BOTTOM CHORD A•• 2 -MAX. WEB LENGTH WITHOUT BRACH 01 VALLEY TRUSS 10 COMMON IhussstE 2.4 N0.2 DF -L - _r 3-THIS-DESIGNWITH BCHECKEDRACE IFOR 120 H.P.H- DLlA1L- OHS- a IJ tD WIND LOAD. 2.6 HD -2 DF -L (DET.D) 1�/I'L In 4 -ALL PLATES ARE TO BE /tiTBK-20'S VALLL•Y --•--- �K� hIPPLO Z 5 -BEVEL VALLEY TRUSSES EOR'PLACEWENT tNUSI� VALLEY "T DliA1L O - ON CONMON TRUSS, OR USE DET. -A" 1NUS5 USE 2-16d NAILS dY,A dYIEDGENAILEU yAx 1-I WIND) 6 -FOR CO11gECTIIIG VALLEY TRUSSES 10 TRUSS - TO COHHON TRUSS, USE DET.'H" OR 'C" IOdINAILS 7 -IP TOP CVREAQLUEIRHORgD BRACING � gLA(TERAL UYCI> �o,yf Comm ADDITIONALSI'4SBRACINtG)IS)REQUIRED. 4.4 B-1.ATERAL BRACING SHALL BE NAILED K/HIN- 2-10d NAILS. UETAIL-A t 1u /111-7] I VAR llV D!'7AIL- b ISI •RI V aL PAHT I A I. HOOF LAYOUT SSIO t NG y �'l3.5 2.3 — 3.5 HURRICANE CLIP —------- _--_— ---- — _ — I 04991 .,'UlTAIL-.0 D(P, 9-3 Ln3.4 w J> CMIL IZ OPT. SP11CLL:YMM.'AVO9 - w SOF CAI -4 2 TO I;f 3.5 Ln • Z 2 m It•J 8 ►W— ALLEY TRUSS DETAIL 3•° 3.4 3•.s •'-o" MRM, ?•3 �SL'L HOT[ No.2� 2.3 i= O_ (V � tD Q) ' thndlkV A Eretlim IK.odlu/eoul b4ormltim W&c)ng h0orm.tion To.moclor N.rdwdrs IJ012 MiTek Industries• Inc,_ . t c.r..- n.dro d ae.pa.�.1 .1.1 rn. ►. �atarA m... d .NI m.po�a rr b. vd�+ q b e..v r d M w tr.r N-ip sdVa b Cres a- d-tr .. o ..d..a•.• h u, b m.• b -r .pd. UAWX��-po..a m.c. trsiQ te.bar w.b .n..bn rd emfrv.A Wl .,.► tn:n .. �., ^..r 31IOGddC•roy Dr.1I10 pmD rd b /Q ui.r ra. r+ME�.p�.p�.e u t Cer:l r o.�..r ae. � bAS jg..a� �e bewb. tin nwrtiu.e. ru...0 rrr.l.eme� is 0.pd . b,... RaocfoGrdo.ti CA lSp9 Yv.W IV ahR /b bd. ■• b b •ppW b II+ tiE.q�d baarpY.ln.au+Dro�rOlt4 mnvM_ 1Wbt. .6 . 1nb d/. IrtAw MO`I.N U'f a7,d/d. r d M i r.d W-*% 7i 43JI `AX()1i)I3IJ J.� .--1 m.Don•. ue1 rlr r Gdv rd IsuY'W r. cndd.. t!r bw:oo a►..b h.d Ww Baa od sr kol hA&V m1. r �a+A� 4�M r.q V Ram roti M d O..tr•. •aV • -d -h— rd -qA b e O.u- � r M b 0,0 .A.r b -m p.rr Ilu. On V. bad1 b Si4d b r i,D0N0T US& MSOESIGK Ou.7 m-.Aw -1 aand b r 9%V rn.., AM. N QM..Or�4 �Jrlljht (C) tm i tM omymra. %t— 11- d. V .'cM rye —W. dAd ►Arw1.., &+ r Tre..q• ..mf+f '4 r...nrrp, AIi b �. A..eT„w t+b erd o C-. ..vr b ...eod b hart r • �. oy w broad d.. d vH o. h Ir r. d M• ytrnoei Jnr-1.� b d.l1uW d 1rd Ry�� n QAR GIVHIEA 4F)6ERd 1. I99J Z t=— vnw �. •e. .a •,d v�b .d a� r pp'd d�Mo.enw rd M1..nrn K6..l� a.,+i1 d rur bcs p -d dr• kan.0 1W I m". .dar,a-ra,yn..:as.o.►.rrid miaw b.+o ►a w- r rr��.a•mr.r�eyrndk4avw.d. m...r. w�nad I. NiN ►[La Aro, k woo... re mord -d m-. r.wua M b W po.Wf q b 6+�.i.-o v. r.o•.� .t�v.J ¢�vny .V. rs n4�adb1 b Ih Ir.krbS t+rd.Q. fir" rd d..VldM m.ytr.rns.a fr 4i.- ...b•m d M6.\IJ •J .l�v i ►dll-... d aoncv....a. MC "TFL R EA fE . A rl MOSS LUMBER TRUSS DEPT. PROVIDE 2X4 OF: LATERAL DRAGING ROOF SHEETING PER PLANS W/3 8d TO DLOGK DOTTOM 2X DLOGKING NOT Ff-O D TOP TYP. EVERY 16"-0". W/ CONT. LAT. DRGG. PREMANUFAGTURED TRUSSES 0 24" D.G. 2X DLOGKING W/ 4 8d TO DBL, TO DEAKING WALL DDL TDP PLATE 2X 5TUD5 16" ' O.G. TYP, U. N. O. • 2X DDL TOP . PLATES. NOTE: DRAGING TO PREVENT ROTATION E LATERAL MOVEMENT IN AGGORDANGE W/ UDG SEG, 2326.12.8 NOT TO DE USED FOR HOIZONTAL, OR VERTIGLE SHEAR TRANSFER . LATERAL'.. BRACING DETAIL OCT . 26 .+1998 1:22PM ``MI1 INDUSTRIES STANDARD GABLE END DETAIL, MIND SPEED 78 MPH, MEAN HALL KEICHT 15 FT. NOTES TOP 640RO WAY RE NOTCHED FOR 7XA 01JTLOOKE46 DIAGONAL OR L -BRACING ER�0 �� o E RFOU EDuNOE REFER. TO TABLE BELuwNoTcK TOP cORDMAY SENWCHEDONLY aaeC%yOVER STUDS Q(CEED tC O.C. GABLE END MUST BE FULLY SNEATHEO l X4 ON ONE FACE OR CONnNUOUS 2X4 s2 OR BTR SCAB MUST BE ATTACHED TO ONE FACE of THE TOP CHORD IF GABLE STUDS 2X3 TVP. EXCEED te' O.C. AND A STUD DOES NOT FALL UNDER EACH NOTCK CONN6LT SCAa WrrM 1•ROW OF 100 COAAMON HARE NA LS SPACED AT IT O.C. MAX THE MAX Ot/MGQXER LENGTI 12 LJ VARIES TO COMIC\ TR Qv Aaro A1Lakt-V A A 2 � Fli 3 5 CONT. BEARING. 3XB SPL. OPT. SPAN TO MATCH COMMON TRUSS. TYPICAL 2X4' L -BRACE NAILED TO 2X4 VERTICALS W/8d NAILS, 8' O,C. VERTICAL STUD �. NO. 408 P.1 77777 IztZ�.�9 TRUSSES AT 24' O.C. j /-2' PLYWOOD SHEATHING w�o OUTLOOKERS nuLTlmk�sz�� 4 AS END `.1ALL--\ > FURRING STRIP OR LATH =:n �c� • A � FaK- 5C4!feo . ErAaC- e?40 TP-1SS 10 SECTION A -A. I v.r� V v i MAXIMUM VERTICAL STUDS HEIGHT. SPACING OF VERTICALS WITHOUT BRACE WITH LATERAL BRACE WITH L -BRACE 12 INCH O.C. 5-7-2 11-3-12 18-4-tt 18 INCH O.C. 5-1-8 12-4-12 24 INCH O.C. -5.1 18-1-7 s -s-3 NOTE: 3FURNISH COPY OF THIS DRAWD40 TO CONTRACTOR I.VERT. MAO BEEW CHECKED FOR 88 KOH WIND LOAD, FOR BRACING INSTALLATIOK MEAN MALL HEIGHT OF 15 FT, XHO L/248 DEFL-- CRIT. BIG INGVNt T TRUSS ONLY, gFOR FOR IDUAL 2,COi.NECTION BETWEEN BOTTOM CHORD OF CABLE END CONSULT BLOWN911 CT ENGINEER FOR BE. PROYIDEO BY PROJECT ENGINEER ACING OF ROOF SYSTEM TRUSS AND MALL TO TE�ORARY AND PERHAN T � OR ARCHITECT. MINIMUM GRADE OF LUMBER LOADING (PSF) STR. INCR. 25 Q 6 T.C. 2X4 No.1 91 CF -t_ PI -95 CrIT. TOP Z D ORALIN BY a JB CHECKED i J I OCTV. ' B.C. 2X4 No.1 91 CF -L Lec4q- Webs 2Xi STUD`STOX-M BOTTOM 9 W SPACINGi 24 Inch O.C. REP. STRESS S. YES QROF 0 Yo �l� �F.Cl1 �ST11�- TO �= � uce. kl tiZ�ScS� �c7 vLF is b�rac�Ep zo aara_ u 6cGc tDG..L w DTZ: List TS �P. f ,-.jecr+e�l �+ cyrAt ;;Z e. 110. CCL 'q1Q EXp 9 -SL A si cl iL• P 4�dF CAI�a� M11 MiTeW January 15, 1998 MiTek Industries Inc 3033 GOLD CANAL DRIVE SUITE 200 RANCHO CORDOVA CA 95670 USA W (916) 631 8225 TELEPHONE (916( 631 7811 Moss Lumber Company 5321 Eastside Road Redding, CA 96001 RE: Trusses Supporting A.C..Loads MiTek Industries, Inc. Trusses are designs are adequate to support up to an additional 150 pounds per truss due to mechanical loads. If this load falls at a panel point, no revision to the engineering is necessary. If it falls in between panel points, a 2x scab of equal size and grade as. the top chord is required for the full panel length carrying the load. Attach with 10d nails at 12"o.c. These rules only apply to residential 2' o.c. truss applications with greater than 3/12 pitch. If you Chief I Western any questions, please contact me at 800-772-5351. 1N 4 - Symbols PLATE LOCATION AND ORIENTATION V/. *Center plate on joint unless dimensions indicate otherwise. Dimensions ore in inches. Apply plates to both sides of. truss and securely seat:= *For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web. *This symbol indicates the required direction of slots in connector plates. " For tabular plating format refer to the MITek/Gang-Nall Jolnt/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots, LATERAL BRACING Indicates location of required continuous lateral bracing. BEARING Indicates location of joints of which bearings (supports) occur. FORM018,019 0 cc 0 x U a O Numbering System J2 J3 J4 TOP CHORDS a a J5 WEBS �~ V u c+ ce BOTTOM CHORDS J1 J8 J7 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHESTTOTHE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93.85.75, 91.28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N A 0 cc 0 U a 0 F- TM Nil MITek Industries, Inc. TAI PANEL HYDRU-AIR0 CLIP -, GANG -NAIL O AGeneral Safety Notes Failure to Follow Could Cause Property-' Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and oil other interested parties., 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wone . at joint locations. 4. Unless otherwise noted, locate chord splices at 1/4 panel length(` 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%of time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non•structurol consideration and is the responsibility of truss fobricotor. Generol. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions. shown indicate minimum ploting requirements.' 9. Lumber shall be of the species and size, and...., in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins . provided at spacing shown on design, 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to tfussesnfethe•re?sponsibilityof others unless shov�FT' ' : T; 13. Do not overload roof dr floor irussps.wit stacks of con Lcljon molc•r1gts, 14. Do not cut ooller.tfuss mein er or,.plot i without prior QpioVal of a;professionol engineer. ; 15. Care should p'exgrClsedI� hondlirig; :,• erection and i toJldtipn of'trusseS. , © 1993 Mitek HoI81'ngS*-' Vic.•!,. This safety alert symbol is used to attract your attention! PERSONAL SAFETY IS INVOLVED! When you see this symbol - BECOME ALERT - HEED ITS MESSAGE. ACAUTION: A CAUTION identifies safe operating practices or indicates unsafe conditions that could result in personal injury or damage to structures. HIB -91 Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES Itis the responsibility of the installer(builder, building contractor, licensed contractor, erector or erection contractor to property receive, unload, store, handle, installand brace metal plate connected wood trusses to protect life and property. The installer must exercise the same high degree of safety awareness as with any other structural material. TPI does not intend these recommendations to be interpreted as superior to the project Architect's or Engineer's design specification for handling, installing and bracing wood trusses for a particular roof or floor. These recommendations are based upon the collective experience of leading technical personnel in the wood CAUTION: The builder, building contractor, licensed contractor, erector or erection contractor is advised ®to 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 warrt- ing will most likely result in serious personal injury or death or damage to structures. AWARNING: A WARNING describes a condition where failuretofollow instructions could result in severe personal injury or damage to structures. TRUSS PLATE INSTITUTE 583 D'Onofrio Dr., Suite 200 Madison, Wisconsin 53719 (608)833-5900 truss industry, but must, due to the nature of responsibilities involved, be presented as a guide forthe use of a qualified building designer or ir.staller. Thus, the Truss Plate Institute, Inc. expressly disclaims any responsibilit- for damages arising from the use, application or reliance on the recommendations and information contained herein by building designers, installers, and others. Copyright 0 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. t `T- RUSS.STORAGE CAUTION: All temporary bracing should be no less than 2x4 grade marked lumber. All connections should be made with minimum of 2-16d nails. All trusses assumed 2' on -center or less. All multi -ply trusses should be connected together in accor- dance with design drawings prior to inst311ation. CAUTION: Trusses should not be Aunloaded on rough terrain or un- even surfaces which could cause damage to the truss. ACAUTION: Trusses stored horizontally should be supported on blocking to prevent excessive lateralA CAUTION: Trusses stored vertically should be bending and lessen moisture gain. braced to prevent toppling or tipping. AWARNING: Do not break banding until installation begins. Care should be exercised in banding re- moval to avoid shifting of individual trusses. AWARNING: Do not lift bundled trusses by the bands. Do not use damaged trusses. JADANGER: Do not store bundles upright unless properly braced. Do not break bands until bundles are placed in a stable horizontal position. 1ADANGER: Walking on trusses which are lyinJflat is extremely dangerous and should be str prohibited. Frame 1 Diagonal brace also required on end verticals. Tor. chords that are laterally braced can buckle logetherand cause coll+pse if there is no diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins 2q� are attached to the topaide of the top chord. PLUMB I I Truss Depth D(in: -4e 12 j3or e greater s/ All lateral braces lapped at least 2 trusses. Continuous Too Lateral Brace Required. 10° or Gr( Attachml Requirec AWARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A Lesser of D/50 or 2" Maximum Plumb Misplacement Line 12" Up to 24' 1 3/12 1 8' 17 12 2' 36" Over 24' - 42' 3/12 7' 1 10 1 6 4' 60" Over 42' - 54' 3/12 6' 1 6 1 4 6' 84" Over 54' See a registered professional engineer i 2" 1 8' 108" 2" 1 DF - Douglas Fir -Larch SP - Southern Pine v HF - Hem -Fir SPF - Spruce -Pine -Fr Q0� /1ti ��Jyy19 ^ry Diagonal brace also required on end verticals. Tor. chords that are laterally braced can buckle logetherand cause coll+pse if there is no diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins 2q� are attached to the topaide of the top chord. PLUMB I I Truss Depth D(in: -4e 12 j3or e greater s/ All lateral braces lapped at least 2 trusses. Continuous Too Lateral Brace Required. 10° or Gr( Attachml Requirec AWARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A Lesser of D/50 or 2" Maximum Plumb Misplacement Line 12" 1/4" 1' 24" 1/2" 2' 36" 3/4" 3' 48" 1 " 4' 60" 1-1/4" 5' 72" 1-1 2" 6' 84" 1-3/4" 1 7' 96" 2" 1 8' 108" 2" 1 9' I T ±'/; I T ±'/4" L(in) L(tn) L/200 L(ft) 50" 14" 4.2' 100" 1/2" 8.3' 150" 3/4" 12.5' Length L(in) Lesser of L/200 or 2" BOW L(in) Lesser of U200 or 2" L(in) , U200 L(ft) 200" 1 " 16.7' 250" 11-1/4"' 20.8' 300" 1-1/2" 25.0' OUT -OF -PLUMB INSTALLATION TOLERANCES. OUT -OF -PLANE INSTALLATION TOLERANCES. DANGER: Under no circumstances should AWARNING: Do not cut trusses. A construction loads of any description be placed on unbraced trusses. Frame 6 r y. lAWARNING: Do nct attach cables, chains, or WARNING: Do not lift single trusses with scan: hcoks to the web members. 11A greater than 30' by the peak. MECHANICAL'; 60",Y60*of less s INSTALLATION: _\ Tag % Appro� ly Approximately, Tag Line,1/2 truss length '/3 truss length: Line T: uss spans less than 30'. Spreader Bar Toe In Spreader B=r 'roe In —= ti App-oximately 1/2 W Y3i truss le.igth Less than cr equal to 60' Aioximately 1/2 to Y31russ length Less tha-1 of equal to 60' Toe n 1 \.I Tac Line Toe In Lifting devices should be connected to the truss top chord with a closed-loop attachment utilizing materials such as slings, chains, cables, nylon strapping, etc. of sufficient strength to carry the weight of the truss. Each truss should be set in proper position per the building designer's framing plan and held with the lifting device until the ends of the truss are securely fastened and tempo- Irary bracing is installed. Tag Line Strongbac k/ SpreaderBai At or above mid -height Tag Tag Line Line f 1C F Approximately Y3 to �/, truss length Greater than 60' Strongtack/ / 10'j. 10' SpreaderBar �/3 to 3/4 truss length Greater than 60' truss rjs."ea acd up of tr'�s� d brace (E9) 3nu4brace' iatnral (LAB Top Chord ■ fes, Top Chord ZI Ground brace vertical � brace G` HJr lateral (LB}\ t uss d braced gw jp Df menses Grounc J - End r ce (EB) I�diag�s (GBD) Note.,?�?lath sys4em shall lave adpqate capacity to support ground races strut Backup (ST) nd floor ground _ stake Driven // ` Typical horizontal lie member with flat floor around stakes f multiple stakes (HT) CAUTION: Ground bracing required for all installations. Frame 2 CAUTION: Temperary bracing shown in this summary sheet is adequate for the Installation of trusses wi-h simUar configurations. Consult a registered professional engineer if a different bracing arrangement is fleshed. The engineer may design bracing in accordance with TPI's Recommer*ded Design Spec.f;cation for Temporary Bracing of Metal Plate Connected Wood rrusses, DSB-89, and in some cases determine that a wider spacing is possible. truss rjs."ea acd up of tr'�s� d brace (E9) 3nu4brace' iatnral (LAB Top Chord ■ fes, Top Chord ZI Ground brace vertical � brace G` HJr lateral (LB}\ t uss d braced gw jp Df menses Grounc J - End r ce (EB) I�diag�s (GBD) Note.,?�?lath sys4em shall lave adpqate capacity to support ground races strut Backup (ST) nd floor ground _ stake Driven // ` Typical horizontal lie member with flat floor around stakes f multiple stakes (HT) CAUTION: Ground bracing required for all installations. Frame 2 DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir 9 L The end diagonal brace for cantilevered trusses must be placed on vertical webs in line with the support. 2x4/2x6 .PARALLEL:; Continuous ' ` CHORD'TRUSS TOP CHORD Lateral Brad TOP CHORD DIAGONAL BRACE MINIMUMLATERAL BRACE SPACING (DBs). SPAN DEPTH SPACING LB #trusses nal bracing. Diagonal bracing should be nailed SP/DF . 'SPF/:NF Up to 32' 30" 8' 16 10 Over 32'- 48' 42" 6' 6 4 Over 48' - 60'48" 1 5' 4 2 Over 60' See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir 9 L The end diagonal brace for cantilevered trusses must be placed on vertical webs in line with the support. 2x4/2x6 .PARALLEL:; Continuous ' ` CHORD'TRUSS Top Chord Lateral Brad Required Top chords that are laterally braced can buckle togetherand ca use collapse if there is no diago- 10° nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. All lateral braces lapped at least two trusses.� End diagonals are essential for stability and must be duplicated on both ends of the truss system. ___ x450 Attachmer Required 107i,,J s0'(DBS) Aar. IME 2�o.0• y5 01�e 3`L WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A Tap chords that are laterally braced can buckle tcgetherand cause collapse if there is no diago- nal bracing. Diagonal bracing should be nailed tc the underside of the top chord when purlins are attached to the topside of the top chord. All lateral / braces lapped at least two trusses. End diagonals are essential for stability and must be duplicated on both ends of the truss system. ___� x450 Frame 5 30" or greater Continuous Top Chord Lateral Brace Required 10° or Greater Attachment Required - Trusses must have lum- ber oriented in the hori- zontal direction to use this brace spacing. ` MI Top chords that are .ateLa Ely brand can buckle togetherand causec ollapse if thereiisno dingo - nal bracing. Diagonsl bracing should be nailed to the underside of the tDr chord when purlins are attached to the bopside of the tip chord. Over 32' - 48' 4/12 6' 1 10 1 7 Over 48' - 60' 1 4/12 1 5' 6 1 . 4 Over 60' 1 See a registered professional engineer of leas i 32 X45° r; WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A Up to 28' 1 2.5 1 7' 1 17 1 12 Over 28'- 42' 3.0 1 6' 1 9 1 6 Over 42'- 60' 3.0 1 5'1 5 1 3 Over 60' See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir Continuous Top Chid Lateral Brace —� All lateral braces Required lapped at least 2 , trusses. 10' or Greater r / Attachment Required — 0 f 5°' J Frame 3 4' . DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir ti ey jQ Continuous Top Chord All lateral braces Lateral Brace lapped at least 2 Required trusses. I- 10' or Greater Attachment Required of leas i 32 X45° r; WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A Up to 28' 1 2.5 1 7' 1 17 1 12 Over 28'- 42' 3.0 1 6' 1 9 1 6 Over 42'- 60' 3.0 1 5'1 5 1 3 Over 60' See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir Continuous Top Chid Lateral Brace —� All lateral braces Required lapped at least 2 , trusses. 10' or Greater r / Attachment Required — 0 f 5°' J Frame 3 4' . aoO� @ry ti ey jQ Top chords that are laterally braced can buckle yy QQ� togetherandcause collapse Mere isnodiago- nal bracing. Diagonal bracing should be nailed �ry to the underside of the top chord when purlins are attached to the topside of the top chord. 12 ---� 4 or greater Bottom chord diagonal bracing repeated at each end of the building and at same spacing as top chord diagonal bracing. Up to 32' 1 4/12 15' 20 15 Over 32'- 48' 4/12 1 15' 1:0 1 7 Over 48' - 60' 4/12 1 15' 6 1 4 Over 60' See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir L�5 ----� Alllateralbraces lapped at least 2 trusses. WARNING: Failure to follow these recommendationscoulc result in severe personal injury or damage to trusses or buildings A Cross bracing repeated at each end of the building and at 20' Gsss�?o. Intervals. j A Permanent ossP moo. s continuous X13, lateral bracing °� as specified by the / truss engineering. =45° Frame 4 ` CERTIFICATE OF COMPLIANCE: Residential Page 1 CF -1R -------------- Project Title: MILLER'1637s (BASECASE) Run: 121 29 -Oct -99 Project Address: 3996'FRONT ST. MILLER 1637s (BASECASE CHICO, CA. 95928 Building Title: MILLER 1637s (BASE CASE) Building Permit # Document Author: BOB . METZGER O.D.S. q 03 i Telephone: 530-342-6988 OR 865-9688 Plan Check / Dat 4� 5 Compliance Method: CALRES2.1.34.00 Field Check / Date Climate Zone: 11 ------------------------ GENERAL INFORMATION Conditioned Floor Area: 1637 ft2 Average Ceiling Height: 10'0" ft -in Building Type: SFD Single Family Detached Building -Front Orientation: 163 deg (South) Glazing Area, % of Floor Area: 17.4% Average Fenestration U-Value:0.53 Average Fenestration,SHGC: 0.76 Number of Stories: 1 Number of Dwelling Units: 1.00 Floor Construction Type: Slab on grade BUILDING SHELL INSULATION Cavity Sheathing Component Insul Insul Total. Assembly Type ----------------------- R -value R -value -------- R -value U ---------------- -value Location/Comments Door 0 -- 3.03 0.330 ----------------------- Outside Door 0 -- 3.03 0.330 Unconditioned Wall 13 0 11.36 0.088 Outside Wall 13 0 11.36 0.088 Unconditioned Wall 13 0 11.36 0.088 Outside Wall 13 0 11.36 0.088 Outside Wall 13 0 11.36 0.088 Outside Floor 0 0 1.38 0.722 Grade Floor 0 0 3.38 0.295 Grade Ceiling 38 0 41.67 0.024 Attic Slab Perimeter 0 0 0 0.507 Unconditioned Slab Perimeter 0 0 0 0.756 Outside FLOOR TYPES AND AREAS Construction Type ------------------- Area (ft2) -------------------------- Conditioned? Exterior Conditions/Descripti Slab 339 Yes ------------------------- Grade Slab 1298 Yes Grade CERTIFICATE OF COMPLIANCE: Residential - - Page 2 CF -1R Project -------------------------------------------------------------------------------- Title: MILLER 1637s (BASE CASE) Run: 121 29 -Oct -99 Htrs Factor (gal) ------------ -------- 40g.W/H Standard ------------ Std.40gW/H ----------------- Storage gas ---- 1 FENESTRATION' ------ 40 Area U- Interior Exterior Overhang Orientation (ft2) value Panes Shading Shading and Fins Window South 12.0 0.550 2 Standard BugScrn Overhang Window South 9.0 0.530 2 Standard BugScrn Overhang Window West 44.0 0.550 2 Standard BugScrn Overhang Window West 20.0 0.500 2 Standard BugScrn Overhang Window North 65.0 0.550 2 Standard BugScrn Overhang Window North 80.0 0.500 2 Standard BugScrn Overhang Window East 55.0 0.550 2 Standard BugScrn Overhang THERMAL MASS Area Thick ,. Type --------- Exposed? (ft2) (in) -------- ------ ----- Location/Comments ---------------------------------------- None HVAC SYSTEMS Duct Location Type Efficiency and R -value -------------------------- --_------- ------------- Furnace 0.80 AFUE Attic Air cond. -- central split 10.00 SEER Attic WATER HEATING SYSTEMS Distrib Water Water #.of Energy Volume System Name Type Heater Name Heater Type Htrs Factor (gal) ------------ -------- 40g.W/H Standard ------------ Std.40gW/H ----------------- Storage gas ---- 1 ------ 0.61 ------ 40 WATER HEATING SYSTEMS MISC Solar savings Solar system System Name fraction type ------------------------------------- 40g.W/H -- -- WATER HEATER/BOILER DETAILS Rated Water Recovery Input Heater Name Efficiency AFUE (kBtuh) Std.409W/H 76% -- 28.00 Wood stove Wood stove boiler? boiler pump? ---------- ------------- No No Pilot Standby Tank Light Loss R -value (Btuh) -------------- ------ CERTIFICATE OF COMPLIANCE:,Residential Page 3 CF -1R Project Title: MILLER 1637s (BASE CASE) Run: 121 29 -Oct -99 ,i HYDRONIC DISTRIBUTION AND TERMINALS Pipe Pipe Insul Insul System/Name Type Number. run (ft) diam (in) thck (in) R -value --------- ------- None SPECIAL FEATURES, REMARKS, AND NOTES 1. Standard interior shades are assumed to be drapes which need not be installed at the time of inspection. All other interior shading devices must be installed for inspection. 2. Heating duct register location: Ceiling. 3. Cooling duct register location: Ceiling. J COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with the Energy Standards in Title 24, Parts 1 and 6, of the California Code of Regulations, and the Administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading ' feature that is varied is indicated in the Special Features, Remarks, and Notes section. DESIGNER OR OWNER '7 DOCUMENTATION AUTHOR NATHAN MILLER BOB METZGER O.D.S. 3996 FRONT ST. CHICO, CA. 95928 395-3303 Certification #: Signed Date ENFORCEMENT AGENCY Name: Title: Agency: Telephone: Signed Date O.D.S. 2231 ST. GEORGE LN. #70 CHICO, CA 95926 530-342-6988 OR 865-9688 COMPUTER METHOD SUMMARY Page 1 C -2R ------------------------------------- Project Title: MILLER 1637s (BASE CASE) Run: 121 29 -Oct -99 "Project`Address: .3996 FRONT ST. MILLER 1637s (BASE CASE CHICO, CA. 95928 Building Title: MILLER.1637s (BASE CASE) Building Permit # Document Author: BOB METZGER O.D.S. Telephone: 530-342-6988.OR 865-9688 Plan Check / Date Compliance Method: CALRES2 1.34.00 Field Check / Date Climate Zone: 11 ENERGY USE SUMMARY (kBtu/ft2-yr) Energy Use Standard Design Space Heating 22.67 Space Cooling 13.93 Water Heating 14.85 Total 24 -Wood 51.45 GENERAL INFORMATION Conditioned Floor Area: Average Ceiling Height: Building Type: Building Front Orientation: Glazing Area, % of Floor Area: Average Fenestration U -Value: Average Fenestration SHGC: Number of Dwelling Units: Number of Stories: Proposed Design --------------- 22.53 15.92 12.67 -------- Complies 51.12 Yes 1637 ft2 1010" ft -in SFD Single Family Detached 163 deg (South) 17.4% 0:53 0.76 1.00 1 Floor Construction Type: Slab on grade Number of Conditioned Zones: 1 Total Conditioned Volume: 16370 ft3 Conditioned Footprint Area: 16371ft2 Ground Floor Area: 1637 ft2 BUILDING ZONE INFORMATION Floor Vent Zone Area Volume Thermostat Height Name (ft2) (ft3) Type Type (ft) HOUSE 1637 16370 Conditioned CEC_Standard 210" OPAQUE SURFACES Surface Area U- Insl Type-- -- -(ft2) Outside value Rval Zone= HOUSE No 24 -Wood Unconditioned Door 20.0 0.330 0 Door 15.6 0.330 0 Wall 206.0.0.088 W13.2x4.16 13 Wall 171.4 0.088 13 Wall 242.0 0.088 13 Total Tru Slr Construction Rval Azm Tlt Gns Type Location/Comments 3 163 90 Yes 30 -Wood Outside 3 163 90 No 24 -Wood Unconditioned 11 163 90 Yes W13.2x4.16 Outside 11 163 90 No W13.2x4.16 Unconditioned 11 253 90 Yes W13.2x4.16 Outside COMPUTER METHOD SUMMARY Page 2 C -2R Project Title: MILLER 1637s (BASE CASE) Run: 121 29 -Oct -99 OPAQUE SURFACES continued Surface Area U- Insl Total Tru Slr Construction Type (ft2) value Rval ------ ----- ---- Rval ----- Azm T1t Gns Type Location/Comments --- --- --------------- -------------------- ---------- Wall 289.0 0.088 13 11 343 90 Yes W13.2x4.16 Outside Wall 345.0 0.088 13 11 73 90 Yes W13.2x4.16 Outside Floor 339.0 -- 0 -- -- 180 No Slabl40E Grade Floor 1298.0 -- 0 -- -- 180 No Slabl40C Grade Ceiling 1637.0 0.024 38 42 -- 0 Yes R38.2x4.24 Attic PERIMETER LOSSES Insul Perimeter Length F2 Insul Depth Type ----------- (ft) -------- Factor ------ R-val (in) Location/Comments ----- ------ ---------------------------------- Zone = HOUSE Exposed 2210" 0.507 -- -- Unconditioned Exposed 19610" 0.756 0 16 Outside FENESTRATION SURFACES Glazing Fenestration Area Tru Open Frame Charactr Name Type (ft2) ---- ----- Azm --- Tlt --- Type Type Name Comments --------------------------- ---------------- -------------- Zone = HOUSE Fll Wind 12.,0 163 90 Slider Vinyl STD.OPER F12 Wind 9.0 163 90 Fixed Vinyl STD.FIXED Lll Wind 20.0 253 90 Slider Vinyl STD.OPER L12 'Wind 4.0 253 90 Slider Vinyl STD.OPER L13 Wind 20.0 253 90 Slider Vinyl STD.OPER L2IFRCH Wind 20.0 253 90 Hinged Wood/Div STD.DOOR B11 Wind 20.0 343 90 Slider Vinyl STD.OPER B12 Wind 25.0 343 90 Slider Vinyl STD.OPER B13FRCH Wind 20.0 343 90 Hinged Wood/Div STD.DOOR B14FRCH Wind 20.0 343 90 Hinged Wood/Div STD.DOOR B2IFRCH Wind 20.0 343 90 Hinged Wood/Div STD.DOOR B22FRCH Wind 20.0 343 90 Hinged Wood/Div STD.DOOR B31 Wind 20.0 343 90 Slider Vinyl STD.OPER R11 Wind 30.0 73 90 Slider Vinyl .STD.OPER R12 Wind 16.0 73 90 Slider Vinyl STD.OPER R21 Wind 9.0 73 90 Slider Vinyl. STD.OPER GLAZING CHARACTERISTICS Glazing Interior SHGC SHGC Charactr Glazing # of U- Shade Type Int Exterior Ext Name ------------ Type --------- Panes ----- value SHGC See notes Shade Shade Type ----- ---------------- ------ Shade STD.OPER Clear 2 ---------- 0.550 0.870 Standard 0.680 BugScrn ------ 0.757 S.TD.FIXED Clear. 2 0.530 0.870 Standard 0.680 BugScrn 0.757 STD.DOOR Clear 2 0.500 0.870 Standard 0.680 BugScrn 0.757 COMPUTER METHOD SUMMARY. Page 3 C -2R Project Title: MILLER 1637s (BASE CASE)- Run: 121 29 -Oct -99 OVERHANGS Fenestration Name Height Width F11 3'0" 410" F12 610" 1'6" Lll 410" 5'0" L12 2'0" 210" L13 510" 410" L2IFRCH 618" 3'0" Bll 510" 4'0" B12 510" 5'0" B13FRCH 6.18" 3'0" B14FRCH 618" 310" B2IFRCH 6'8" 3'0" B22FRCH 6'8" 3'0" B31 5'0" 4'0" Rll 510" 6'0" R12 410" 410" R21 310" 310" FINS Fenestration -------------------------- Name _ Height Width ------------ ------ ------ None THERMAL MASS Above Left Right Depth Glazing Extension Extension ------ --------- --------- --------- 61011 4" 23'0" 1110" 610" 4" 16'0" 20'6" 21011 50411 231011 8' 0" 21011 '0" 514" 111011 231011 21011 51411 2' 6" 29'61' 210" 4" 3'6" 1616" 21011 4" 31101121011 _ 2'0" 4" 19'6" 1216" 210" 4" 1790" 1710" 210" 4" 1410" 2010" 210" 4" 9'.6" 1016" 210" 4" 616" 1316" 2' 0" 51411 61091 71011 210" 514" 1600" 25'0" 210" 5'4" 1110" 3210" 21011 4" 61611 51611 Left Fin Right Fin -------------------------- ----------- --------------- Exten --------=-------------- Exten Dist Exten Dist Fin Fin above to Fin Fin above to Depth Height glzng glzing Depth Height glzng glzing ------ ------ ----- ------ ------ ------ ----- ------ Vol Cond- Area Thck Heat duct- Construction Insd Mass Name (ft2) (in) Cap ivity Type Rval Location/Comments -------------- ----- ---- ---- ----------------- ---- ------------------------- None SOLAR GAIN DISTRIBUTION Fenestration Winter Summer "Targetted Name Fraction Fraction Thermal Mass Comments ------------ -------- -------- ------------ -------------------------------- None COMPUTER METHOD SUMMARY Page 4 C -2R Project Title: MILLER 1637s (BASE CASE) ----------------- Run: 121 29 -Oct -99 HVAC SYSTEMS Duct Location System Name System Type Efficiency and R-value --------------------------------------------------------------- Zone = HOUSE GasFurn.80 Furnace 0.80 AFUE Attic ACsplitl0 Air cond. -- central split 10.00 SEER Attic WATER HEATING SYSTEMS Distrib 'Water Water #k of Energy Volume System Name Type ------------ -------- Heater Name ------------ Heater Type ----------------- Htrs.Factor ---- ------ (gal) ------ 40g.W/H Standard Std.40gW/H Storage gas 1 0.61 40 WATER HEATING SYSTEMS MISC Solar savings Solar system System Name fraction type ------------------------------------- 40g.W/H -- -- WATER HEATER/BOILER DETAILS Rated Water Recovery Input .Heater Name Efficiency AFUE (kBtuh) Std.40gW/H 76% -- 28.00 HYDRONIC DISTRIBUTION AND TERMINALS System/Name Type Number -------------- ------------- ------ None SPECIAL FEATURES, REMARKS.,.AND NOTES Wood stove Wood stove boiler? boiler pump? ---------- ------------- No No Pilot Standby Tank Light Loss R -value (Btuh) Pipe Pipe Insul Insul run -(ft) diam (in) thck (in) R -value -------- --------- --------- ------- 1. Standard interior.shades are assumed to be drapes which need not'be installed at the time of inspection. All other interior shading devices must be installed for inspection. 2. Heating duct register location: Ceiling. 3. Cooling duct register location: Ceiling. Permit clearance APPROVED ❑ CONDITIONALLY APPROVED ❑ RESOLVE PROBLEMS PRIOR TO APPROVAL 1 Fire Prevention Subdivision Ma Permit #: I C 22----? 3 2O Date: Genera/Information Side street . Owners Name: NRT )AaIJ Y'r>) L L, - AP #: 039 - rn o - C9 Same as Computer Inforrmation: F]No ❑ Yes - 11)[ " f� Address: 3 ! �0 0..Q f S'I-' C -1-•A 1 co C �9 ProaertylnforInW017 Zone District: S R — 1 Date of Zoning Ordinance: General Plan: 'A f Development Agreement: Use Permit: Variance: Parcel Is In: Land Conservation Agreement No❑ Yes, check use Minimum Acreage: Nitrate Action Plan ❑ No ❑ Yes Violation Area ❑ No ❑ Yes Specific Plan ❑ No' 10 Yes ❑ Chico D2N ❑ Cohasset Enterprise Zone 4M No ❑ Yes, check use Floodplain No ❑Yes i Zone: /Y Panel Number: �� 1 Watershed Protection Zone JaNo ❑ Yes Proposed Use: ❑ Agriculture Building ❑ Commercial ❑ Industrial ❑ Mobile Home ❑ 2nd Dwelling ❑ Multi -Family >2 units per parcel ❑ Other Proposed Use Complies With: ❑ General Plan ❑ Zoning Proposed Use Requires: ❑ Use Permit , . ❑ Minor Use Permit ❑ Administrative Permit Commercial/Industrial/Multi-Family Uses: Parking: ❑ Parking Requirements are OK as Shown ❑ Other Landscaping: ❑ Landscaping Requirements are OK as Shown ❑ Other Road and Drainage Improvements Required: ❑ No ❑ Yes Applicable Setbacks: SFD ❑ Residential Accessory ❑ Accessory Building Use Zoning Code Street & Highways, Fire Prevention Subdivision Ma Front 2O Side Side street . Rear - Height Environmental Health Issues: Septic Permit Review: Well Permit Review: Land Development Review: Parcel Created by: ❑ Deeds Permit clearance Agriculture Affidavit Required ❑ No ❑ Yes Designated Well Site ❑ No ❑ Yes Drainage Plan (Com/Ind/Multi) ❑ No ❑ Yes Date of Creation: Legal Access Provided: Deed Reference: Legal Access Required: Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Standards for Deed Creation: ❑ No [-]Yes Comments: 1 ❑ No ❑ Yes ❑ No ❑ Yes JS Map Date of Recording: Lot: Block: ' � Book: I Page: LI Conditions That Must be Met Prior to Issuance of Permit: ❑ verify Legal Parcel ❑ verify Legal Access ❑ Provide Creation Deed ❑ Comply with condition no. 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 Adjustment). ❑ Comply with Old Subdivision Lot Ordinance (Maps Recorded Prior to Book 17 of Maps Page 23). ❑ Construct road to ❑ Meet parcel size required by zone ❑ Meet current EHD requirements. ❑ Other General Comments: t �; F<. y...y ya. � t.?-. `- . Y'iF:k i i-'-'�._ _ ..y i. -. �. �.+ '€y..� S w��•d?'c n r-� WBILEHOME INSTALLATION ACCEPTANCE COUNTY OF BUTTE DEPARTMENT OF P,UB,LIC WORKS, ,, aj COUNTY CENTER DRIVE OROVILLE, CALIFORNIA 95965 — TELEPHONE: (916) 538-7541 i PERMIT NO. -5 p r Address or location of mobi lehome 966 ��-0�%%� /J�r�i`fT "l�,i/ - • 3 Owner's name -449' z Owner's address i ' Insignia or hud number Manufacturer's name y Serial number -of V.I.N. (Official Approving Installation) Year of manufact IF. THE MOBILEHOME IS MOVED OR RELOCATED, THE MOBILEHOME INSTALLATION ACCEPTANCE SHALL BECOME INVALID. THIS FORM SHALL NOT,BE USED WHEN THE; MOBILEHOME IS INSTALLED ON A FOUNDATION SYSTEM. •?��/�� R.\ White - Owner, Yellow - Installer, Pink - D.P.W. i COUNTY OF BUTTE - DEPARTMENTO.F.DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 PERMIT O. APPLICATION AND PERMIT ASSESSOR PARCEL NUMBERZONING 039-270_092 SRI BUILDING PERMIT OWNER NATHAN MILLER TELEPHONE 895-3303 SQ. FT, OCC. BUILDING AT N OWNER'S MAILING ADDRESS CONTRACTOR'S NAME RICHARD VAN'STAVE N TELEPHONE 877-6198 CONTRACTOR'S MAILING ADDRESS T Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation Is LENDER'S MAILING ADDRESS Filing Fee $ 20,00 Permit Fee $ 23.00 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS 1 Penalty $ BUILDING ADDRESS 3996 FRONT ST DAYIDN PERMIT FEE $ 43.00 PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 Solar or heat pump water heater 23.00 LOT NO. SUBDIVISION'S NAME PARCEL MAP Water piping 15.00 Each gas water heater or vent 15.00 USE OF STRUCTURE SFO Duplex O Mobilehome A Other SPECIFY Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G I W @20.00 TYPE OF WORK dditior ❑ Remodel ❑ Utilities 1:1Installationa Other ❑ ..�� New ❑4,o Describe : FOR UTILITIES PERMIT # 9+S!-��� PERMIT FEE $ Contractor ELECTRICAL PERMIT Filing Fee 20.00 Main Service ( 'OVOR LESS ) 200A OR LESS 23.00 Main Service ( 200A TO 1000A ) 46.00 NEW CONST. DWELLING OCCUP. OR ADDNS. ( & ACC. BLOS. ) 3.50 FST0.. CONTRACTORS LICENSE LAW( 1 declare under penalty of perjury (check one) am a licensed under provisions of Chapter 9, Division 3 of the Business andp• Professions Code and my license is in full force and effect. License No. 37 f �Z Classification (: �- q "I( ❑ I, as the owner, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. (Sec 7044) ❑ I, as the owner, am exclusively contracting with licensed contractors. (Sec 7044) ❑ I am exempt under Sec. Business and Professions Code for this reason NEW CONST. MULTI -OUTLET -NON.RESID. ( BRANCH CIRCUITS ) @7.50 POW ER APPARATUS ) 8 SINGLE OUTLET CIR. EX. OCCU OUTLET OR FIXTURES ( ) 20 @ 1.00 `- BAL. @ .50 Ex. Occu FIXED APPLNS. OR p' OUTLETS IRESID.1 EA. ) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 WORKER'S COMPENSATION INSURANCE 1 declare under penalty of perjury (check one): ❑ This permit is for $100.00 (valuation) or less. ❑ 1 have placed on file with the County of Butte Dept. of Development Services, Building Division a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -insure. 0"Ishall not employ any person in any manner so as to become subject to the Worker's Compensation laws of California. Notice to Applicant: If after making this statement, should you become subject to the Worker's Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit will be revoked. PERMIT FEE $ Contractor MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all Butte County Ordinances and California State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. X �-f-2-0Date -f` —1 se Signature of Applicant - ❑ Owner on actor ❑ Agent An OSHA permit is required for excavations over 5"0" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ 100.00 Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ 143.00 HAZ. I D. FEES I IMP �' FLOOD l C PARCEL PO D I This permit is hereby issued under the applicable of the Butte County Code and/or Resolutions indicated above for which fees have been BY Ah / PERMIT EXPIRES ON ID rel provisions to do work paid. L Date / �v Receipt No. 162531 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT �,.��.%^i`N"��1+rS.�t;�"y�N')-,T,tEi'ty[.ya�a��S.,.�,•,-•"r�*i^k'+psi+'�4'r�Y6:71.�i�r+�tr.hN3f"i%+��YY�fiit3'ii c*r"R'•r.�.+aon+rT�,�Rti4�+r�%oL�v�,iRi�.'�H�+„`'�p''T..a-...�'•14r1- `'' COUNTYOF BUTTE - DEPARTMENTOFDE�' ELOPMENTSERVICES -BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA95965 -TELEPHONE (916) 538-7541 APPLICATION DATA SHEET A. P. No. /)�A`) Building Inspector Date c 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 . ......................................... 2. Plot plans, 3/4 sets, signed by preparer of plans .......... . 3. Complete plans, 3/4 sets, signed by preparer of plans . ..................... . 4. Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............. 5. Hazardous Material Form . ............................................ 6. Energy Design Compliance and supporting documentation . .................. 7. Statement of Intent for Non -Heated and A/C Buildings . ...................... 8. Engineered truss details and layout in duplicate (required prior to plan check). .... 9. Mobilehome data and manufacturer's installation instructions, 2 sets. ............ Fees f $ . Impact fees as shown on attached schedule.sOoD. California Department of Forestry Ian a roval/fees. ....................... . P Y P PP 13. Flood elevation letter (100 year flood) by California Engineer . ................. . 14. Sanitation and plot plan approval Health Department . ............ 15. City of Chico plumbing permit . ......................................... 16 Plot plan and business license approval from City of Biggs/Gridley. ............. 1�T Planning approval for (A) Use: (B) Parking: . .......... Contact Land Development about (A) Improvements (B) Drainage. .... . 9 Driveway permit (construction,approval required prior to occupancy).)I/77_ .. 0.�... 4� `e f1c Pre -Inspection request Pre -inspection for required. . to Building Inspector (Date) 21. Contractor's license information. (No., Name Style, Classification) . .............. 22. Certificate of Workmans Compensation Insurance . .......................... 23. Owner -Builder Verification (Given to owner Mail to owner _). .......... . - • 1 24. Recorded copy of Agricultural Acknowledgement Statement . .................. '. Letter of signature authorization . .................... . . Copy of recorded deed of parcel creation and 60 right of way to a public road. .... . Letter of intent on building use . ......................................... Mobilehome utility clearance . .......................................... Documentation of legal access . ..................... :.................. 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . ............... 31. Existing violations/expired permits . ...................................... 32. Plan check list . ..................................................... 33. 34. When u issue the permit. process as follows: Mail to wner. Mail to contractor. Telephone and hold for pickup at—ZV office. Deliver with inspector. Other Parcel Creation _ n �1� M Q Acreage Applicant �� - Datef/�- Copy of Haz-Mat•form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submi or r uance: (Circle new item not checked above). 1. Index permit for above items 2. Additional items required: Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Contractor, designer, owner, was advised of above required data by _ phone _ mail unter by_ Date Plans checked by Date Plans approved by ,Date Sets of plans on hold in File cabinet - AP folder Copy - Department of Public Works Post-it"routing request pad 7664 r• Please ❑ READ ❑ HANDLE ❑ APPROVE and ❑ FORWARD ❑ RETURN ❑ KEEP OR DI; ❑ _REVIEW WIT Date i E - From i COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CEN R DRIVE, OROVILLE CA 95965 - TELEPHONE (916) 538-7541 OWNER l A.P. # PROPOSED BUILDING USE DATE 2� REC. # DATE REC SCHOOL DISTRICT FEES (paid at District Office) ....................... K2. SHERIFF FEES y 1 (paid at Building Department) -$ ^�� Residential...... x unit 1�=6- amt.. b Commercial (sgft). x -$ ,sq.ft. amt. 3. URBAN AREA FEES (paid at Building Department) Residential (per unit) x =$ # units amt. Commercial (per sq.ft) x =$ sq.ft. amt. - 4. RECREATION DISTRICT FEES (paid at District Office). `'7..,,,,,,,, 5. DRAINAGE DISTRICT FEES (Contact Land Development Division) .............. 6. SRA FIRE INSPECTION AND PLAN CHECK = $89.00...... (paid at Building Department] 7. OTHER 8. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. APPLICANT DATE COUNTY OF•`BUTTE BUILDING DIVISION, DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road; Chico, CA - (916)'$91=2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 '� 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 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. �PR-'9_VZ6-55-41 <__-_7;4 V� V, i _ •r :1 Date �2e if REV V192 ,t1k AP 3cl q7 ENVlP"n'�!11-'!FP-1T4,L HEALTH APR 215 1994 CH'CO, CALIFORNIA LA )65 33�- rl 131 66 !,)JEa W S This set of plans and specifications MUST be pt on the job at all times and it is. unlawful tC 1y' make any changes or alterations on same with-, mA-5-rF-U: - out written permission from the Department of -Public Works, County of Butte.. NOTE—.All Materials *& Workmansftip Shall Be it, Accordance with Recognized Good Practices and of a quality prescribed for' the Specified . use in the & Mechanical Uniform Building, Plumbing,.JCodes , the National Electrical Code. ander,. ALL M UCMI§M AND OVERHANGS SOIALLBE C EOUPIWENT INCLU61W A SET BAcK Q. —:!S;:- LEAR OF ALL EASFMEift FL FROM THE SIDE AkD FT.. FROM THE RAND EAR PROPERTY LINES ' .. . I FRO11CENTERLINE THE ROAD CENTE Bwri OF STildom, E SHALL BE FOR A 2 FT. EA RES AND EQUIPMENT EXCEp- VIFOVERN.ANG. YR. k 1 -re- H &J Y/111 f - 1 -1 A permit Al 130 u' riq­' re'dfor ffie instQ11ation-'of thembbile' 5u r__ . . v MOBILEHOME SUPPORT DATA It other than single wide, Mobilehome Mfr. ('Et&M P! D Al furnish Setup Model No. Year Width (ft.) Box Length L (ft.) Tagalong or Expando Size— on all mobilehomes manufactured after October 67, 1973, furnish manufacturer's installation manual and structural setup sheets (if not on file with the County of Butte). FOOTINGS (check one)F L� . Wood -pressure treated or foundation grade. 2. Other (specify) SUPPORTS (check one)Eg-Y. Concrete block. a 2. Other (specify) Pier Footing Sizes and Locations SINGLE -WIDE MULTI -WIDE Line 1 _ _ Line 1 Line 1 Piers: Size -Min ------------- Spacing -Max. --------- From Ends -Max. ------- Z Line 2 Piers: Size -Min. ------------ Spacing-Max - ----------Spacing-Max.--------- �. From Ends -Max .------- Line 3 Roof mads: Size -Min --------------- N ., „x Location (From Front) _ Line 4 Piers: Size -Min.------------ .k Spacing -Max ---------- From Ends -Max.------- Line 5 Roof Loads: Size -Min--------- - "x "x Location (From r t) Line 1 Ooeninxe: Size -Min. ------------------ ` Each Side of Openings With Width Over --------- .Line 3 Piers: (Under Bearing Wall Only) Size -Min .------------------ u Spacing -Max.------.-------__ % From Ends -Max -------------- „x ,x „x ,X Line 5 Piers:. (Under Bearing Walls Only Size -Min .--------------- Spacing -Max.--------------- From Ends -Max .------------- k „I—x „I �-I- w10%01 - / - BUILDING QERA�Tm_�ry a _ APPIRUVE� L, BUTTE COUNTY DEPARTMENT OF PUBLIC WORKS 7 County Center Drive, Oroville, CA PHONE,: 538-7541. MOBILEHOME INSTALLATION SHEET 1. Owner's Name: lel ATN i+A/ 2. Installer's Name: �tC_OOCr2D V40 Jr('RV2to, it/c�ekVIC _ 3. Is the site currently under permit? Yes F. No (If yes, furnish permit number ) OR Is the site an existing site? Yes No ,R (If yes, furnish two plot plans.) 4. Will the mobilehome be located at least•5-ft. away from septic tank and leach fields and clear of all setbacks and easements? Yes [:�-- No [—] (If no, clarify 5. What is the mobilehome electrical rating? --------------- 6. What is the mobilehome site service rating? ------------- l oo Amps (0-0 Amps 7. What is the mobilehome site circuit breaker rating? ----- A O 0 Amps 8. Is there any other electric load to be served by the mobilehome site service? -------------------------------- Yes (If yes, identify the load and size: a No P (Amps) /f 9. What is the mobilehome site gas pipe size? -------------- _�(in.) 10. What is the type of gas service? ------------------- Natural LPG 11. What is the gas pipe length from meter or tank to the mobilehome?------ ---------------------------------------..�— 12. What is the mobilehome gas demand? -------------- (BTU) (BTU) *(This information not required if pipe length less than 6 ft. on natural gas or less than 50 ft. on LPG.) NEXT PAGE MUST BE COMPLE=TED TO PROCESS PERMIT APPLICATION. i�w 4L��t�'�,Wi•�y�1 "� �w'Ltiy{�,,.. . .�*�wK�h`'.��„':--i 2� �.+�`•T�...v.1'r+•}. 7�``t}����F'r1y'.yi"Mi-+�-"T�' 1"YTf �w.fY•;�.�'k�-'...�--���Y �s�7 BUTTE COUNTY PARK FACILITY. FEE PAYMENT CERTIFICATIOWFORM f DURHAM RECREATION AND PARK DISTRICT Assessor Parcel Number(s): Property Owner (s): Project Location/Address: / C� �d S� �A Subdivisori Name: Assessable Square Footage: /,Type of Residential Development(checckk-,one): o Develmenu Alteration Adobile Homes Non -Residential - _ , f? dition /Addition O� ❑ to Residential Comments: ; . Building Division Representative D to M �- t Durham Recreation and Park District (DRPD) certifies that -���;II S95 -.330 Applicant Name . 1 Applicant Phone Number • / �- 9 �G�-,-•fps .�:: Street Address "• �. City- State ( NZip-Code i+ -�. ~•, 4 y' t/w-. `f > •?. - .... �...-y_, _ t . .•M':•w'x7t 'Ct +l .:.1 3 �.. has complied with the requirements of the Butte County Board of Supervisors Resolution No. 93 - 114 by.payment for square feet at $ 1.04 per square foot for a total payment ..., Of $ D PD Rep r entative' Date PAID BY CHECK No.:Remarks: - - BANK No.: / G, - a - PAID BY CASH: , RECEIPT No.: DISTRIBUTION: WHITE - APPLICANT PINK - DRPD YELLOW - BUTTE CO. BUILDING DIVISION t N AP # 2- 70 C� Z PERMIT MH UTIL.CLEARANCE DATE Z Cly INSPECTOR ELECTRIC GAS Support Struc. Compaction Test eq. Service Size- Other Load Type Pipe Size. Length YES NO YES NO ems! 7 / RESIDENTIAL i 039-270492 94-1037P,E(MH) MILLER, NATHAN 3996 FRONT ST.,� MOBILEHOME UTILITIES r� 4 I c� 5 b f� i A t f i i OFFICE COPY t Address GAS Meter By Dater ELECTRIC �f Meter By -.-y Dat -,i7 I JOB FINALED (Date) e Signature i \ , V=OK O = Not OK -=Not Applicable- Not ble Ready • . ' MOBILE HOMES Not Ready , Date/I� nit�MjD ILE HOME UTILITIES (Plans) OK except #'a 1. Zonina Rea uirements-Setbacks-Esaamants x Soils; Special MH Support Sketch 3 ewer; Location -Test -Fall -C/O Concrete 4star; Location -Test -Easement Needed (Sketch) Paas; Location -Tei "Net. or/ /"L' e learance & tility Clearance Date/Initials MOBRE HOME INSTALLATION Plans OK except #'s . Zgrt(ng Requirements -Setbacks Easements ootings; Size -Spacing -Marriage Line 3.. G"H Test-Demand-Valve—Connector Ejectricity; MH Test -Crossovers -Breakers -Clearances rai ; MH Test -Fell -Flex Connector ter; MH Teat -Regulator -Connector Ir Water and Sewer Connected -C/O to Grade -HD Approval d.' a's and Electricity Tagged . Exits; Insp.-Sketch 10. Cert. of Occupancy r f MISCELLANEOUS Date/Initial DECKS, COVERS, CARPORTS, GARAGES, (Plans)OK except #'a 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Griders and/or Joists-Decking-Bracing-Stairs-Ralls 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg: Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doom 7. Electric 8. Frmg; Sils-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date/Initials POOLS (Plans) OK except #'a 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distances-GFI 5. Elec.; Pool Lighting; 15 volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Hester 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test V=OK O = Not OK - = Not Applicable RESIDENTIAL (Single & Duplex) = Not Ready Date/Initials UNDERFLOOR (Plans) OK except #'a 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Mein; Soils-Elec. Grnd.-/ /' Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped & Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab; Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF. Gas Pipe; Size -Anchors - yard gas piping: size -test 11. Water Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground 13. Plenums & Ducts; Clearance -Material -Support -Ina. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Access & Ventilation 16, Insulation Date/Initials PLUMBING (Permit) OK except #'s 16. Water Htr.; Vent -Access -Combustion Air -Baffle 17. Water Pipe; Test & Anchor -Nail Protection 18. D.W.V.; Test -Fittings & Anchor -Nail Protection 19. Shower Pan; Test, First Floor -Tub Access 20. Test Tub & Shower, Second Floor -Tub Access 21. Gas Pipe; Size & Anchors Date/initials ELECTRICAL (Permit) OK except #'s 22. Fixture & Transformer Clearance -Ina. Protection 23. Elec. Receptacles Spacing -Lights & Switches at Doors 24. Size Boxes & No. of Conductors -Stapled 25. Romex Installed Close to Edge of Studs & C.J. 26. Equip. Ground made up w/Meth. Fastners-Bond G;;-& Water 27. 2 Appliance Circuts in Kitchen & Conductor Size/GFI 28. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or Al 29. Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or Al. Insulated Neutral ❑ Yes ❑ No 30. Service -Riser Conductors & Ground -Main Disconnect 31. Equip. Clearances Panels -Motors -Mach. Equip. 32. Clothes Closet Light -Shower Light -Spa Light 33. Smoke Detector Date/Initials MECHANICAL (Permit) OK except #'s 34. A.C. Ducts Insulation & Support 35. Vent Fan; Exhaust above insulation 36. Condensate Drain & Overflow; Size & Grade 37. Furnance-Vent; Access -Comb. Air -Return Air Vent -115 outlet 38. Attic Access & Platform if Furnance in Attic Date/Initials FRAMING (Plana) OK except #'s 39. Sils, Proper Material & Anchors 40. Walls Studs -Nailing, Spacing & Bracing -Plates -Sound 41. Bearing Walls over Girders & Floor Nailing 42. Draft Stop in Wells (rat proof) 43. Fire Stops; Furred Ceilings -Stairs -Chases -Tub 44. Headers & Beam -Size & Bearing Date/Initials FRAMING (Continued) 45. Hangers -Post Caps -Anchors -Connectors 46. Cing. Joist-Rftr. ties-Purlin=roof Brac-Truss-Shthng.-Rfng. 47. Fireplace Ties or Type A Flue -Fireplace Throat clearance 48. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 49. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 50. Garage Fire Protection Framing 51. Property Line Firewall & Openings 52. Ext. Doors -One 3' -Check Garage -3rd Story, 2 Exits 53. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 54. plywood on Roof Overhang -Attic Vents -Rafter Outriggers 55. Siding -Nailing Veneer 56. Stucco Mesh -Drip Screed -Fd. Vents-Underfir. Access 57. Glazing Area -Glass Protection -Skylights -Plastic 58. Shear Walls; Nailing -Bolts 59. Insulation -Walls -Collings 60. Infiltration -Walls -Windows Date/Initials FINAL (Plans) OK except #'a 61. Ext. Steps -Door & Sidelight Protection -Landings 62. Smoke Detector 63. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor -Ducts -Mach. Protection 64. Bedroom Exiting 65. G.F.I. & Bath Fixtures & Tub Access -Spa 66. • Elec. Trim & Subpanel; Breaker Sizes & Labels 67. Stairs & Rails 68. Fireplace or Stove; Clearances -Hearth 69. Elec. Outlets at Wood Panel; Int. & Ext. 70. KIt.Fixt. & Appliance; Grnd.-Air Gap -Cooking Clearance 71. Elec. Outlets & Receptacles at Kit. Counter 72. Garage Fire Door, Swing -Landing -Closer 73. A.C. Duct in Garage -Damper 74. Wir. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V. In Garage; Above Floor -Mach. Protection 75. Plb., Elec. & Mach. Equip. Listed for Location 76. Elec. Receptacles in Garage; (G.F.I.)-Romex Protection 77. Insulation -Foam -Looked in Attic ❑ Yes 78. Guard Rails & Deck Construction -Post Caps 79. Fdn. Vents & Crawl Hole Door -Drain e & Wood -Earth Clearance Looked under Floor Yes 80. Following instld.; Drive ❑ Yes ❑ No; Walks ❑ Yea ❑ No; Planters ❑ Yes ❑ No 81. Stucco; Brown -Finish 82. A.C. Unit; Disconnect, Electrical, Plumbing 83. Vents Above Roof; Plbg: Appliance -Fireplace: Clearance to Openings 84. Water Well; Disconnect, Electrical, Plumbing 85. Exterior Elec. Trim; G.F.I. Receptacle -Underground 86. Ventilation Throughout House 87. Glass Protection 88. Corrections from Previous Inspections 89. Gas Test -Meters Tagged; Gas -Electric 90. Water & Sewer Connected -C/O to Grade -HD Approval 91. Energy Compliance Certificate -Other Certificates Comments at Final: v�. COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (9161 538-754, PERMIT NO. APPLICATION AND PERMIT, ASSESSOR PARCEL NUMBER 039-270-092 ZONING SR1 BUILDING PERMIT OWNER NATHAN MILLER TELEPHONE - 895-3303 SO. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS ' 1799 ESTATES WAY CHICO 95928 CONTRACTOR'S NAME OWNER TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation is LENDER'S MAILING ADDRESS Filing Fee $ —249 -.Go - Permit Fee $ 23.00 ARCHITECT OR ENGINEER LICENSE No. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS 3 FRONT STREET PERMIT FEE $ 23.00 PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 Solar or heat pump water heater 23.00 LOT NO. SUBDIVISION'S NAME PARCEL MAP Water piping 15.00 Each gas water heater or vent 15.00 USE OF STRUCTURE SF O Duplex O Mobilehome QX Other SPECIFY Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home h I 1@20.00 60.00 TYPE OF WORK New O Addition ❑ Remodel 1:1Utilities COX Installation ElOther O Describe Work: MH 2 BDRM PERMIT FEE $ 80.00 Contractor ELECTRICAL PERMIT Filing Fee 20.00 Main Service ' '0V OR LESS 1 200A OR LESS 23.00 23.00 Main Service ' 200A TO 1000A 1 46.00 NEW CONST. DWELLING Dec P. OR ADDNS. ( 8 ACC. BLOS. 1 3.50 FT.SO. CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one) ❑ 1 am a licensed under provisions of Chapter 9, Division 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification J!rI, as the owner, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. (Sec 7044) ❑ I, as the owner, am exclusively contracting with licensed contractors. (Sec 7044) 1:11 am exempt under Sec. Business and Professions Code forthis reason NEW CONST. MULTI -OUTLET -NON.RESID. 1 BRANCH CIRCUITS I @7.50 ( POW ER APPARATUS 1 8 SINGLE OUTLET CIR. Ex. Occup. ( OUTLET OR FIXTURES 1 20 @ 1.00 BAL. @ .50 Ex. Occup.FIXED APPLNS. OR OUTLETS IRESID.I EA. 1 i 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 20.00 Misc. Wiring 23.00 WORKER'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): O This permit is for $100.00 (valuation) or less. O 1 have placed on file with the County of Butte Dept. of Development Services, Building Division a Certificate of Workmen's Compensation Insurance or a ,eeertificate of Consent to Self -insure. I shall not employ any person in any manner so as to become subject to the Worker's Compensation laws of California. Notice to Applicant: If after making this statement, should you become subject to the Worker's Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit will be revoked. PERMIT FEE $ 63, On Contractor MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all Butte County Ordinances and California State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, ju g ents, cos , and expenses which may in any way accru against said Coun Inc equence the rant' of this permit. X Date S' 6119 of Applic t - 0 Contractor El Agent An OSHA permiViis r quired for excavations over 5"0" dee and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEES 1 6.0 HAZ. D. FEES IMP °� F100 CDF ARCEL c SS This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date t/ 401, PERMIT EXPIRES ON_ S(//qs 9—/Oe tel Receipt No. 156792 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT :13h e+.+^.ra -f �in�w'�"3f�.lttilry r�h'•.r"w-wti� 4�+i•r`*•,-.\ Ds..•rs*,--^Ht�t.'� fK"" f jr •i E'S Ny..�w�r ":`t<.� ;+t{T"`•h'Y i',r� �r"•f++u ,..n�,.r.,.,, ."i:.,��-r;.. .''^srw -R-,.�:.. r+i'f..r -rte..., .. ,..n, .v 74 - moi • � . ar. COUNTYOF BUTTE - DEPARTMENTOF DEVELOPMENT SERVICES -BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 -TELEPHONE (916) 538-7541 1 / PERMIT APPLICATI ._. N. DATA SHEET OWNER A. P. No. �9- D' 5 Z Proposed Building Use ,A/1 (/ Building Inspector ,Date 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 . ........................................ 2. Plot plans, 3/4 sets, signed by preparer of plans . .......................... 3. Qomplete plans, 3/4 sets, signed by preparer of plans . ..................... . 4. Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............. 5. Hazardous Material Form . ............................................ 6. Energy Design Compliance and=supporting documentation . .................. 7. Statement of Intent for_Non;14eW a�S 'A/C Buildings . ..................... . 8. Engineered truss details and layout in duplicate (required prior to plan check). .... 9. Mobilehome data and manufacturer's installation instructions, 2 sets. ........... 10. Fees of $......................................... 11. Impact fees as shown on attached schedule . ............................. . r 12. California Department of Forestry plan approval/fees. ....................... . Flood elevation letter (100 year flood) by California Engineer. . . 14 Sanitation and plot plan approval 415*e0 Health Department. 1 . City of Chico plumbing permit....... .. -r 16. Plot plan and business license approval from City of Biggs/Gridley. ............. 17. Planning approval for (A) Use: (B) Parking: . ........ 18. Contact Land Development about (A) Improvements (B) Drainage. . . 19. Driveway permit (construction approval required prior to occupancy). .. . ... . 20. Pre -inspection for Prea"apect'°" meq"St p required. . to Building Inspector (Date) 21. Contractor's license information. (No., Name, Style, Classification) . .............. 22. Certificate of Workmans Compensation Insurance . .......................... Owner -Builder Verification (Given to owner , Mail to owner ). ........... 2 Recorded copy of Agricultural Acknowledgement Statement . .................. 5. Letter of signature authorization . ........................................ 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. ..... 27. Letter of intent on building use . ......................................... 28. Mobilehome utility clearance . ......................................... . 29. Documentation of legal access . ..................... :.................. 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . ............... 31. Existing violations/expired permits . ....................................... 32. Plan check list . ..................................................... 33. 34. Wtteryyou issue the ermit, proc ss as follows: Mail o owner. Mail to contractor. //�� Telephone S- and hold for pic up - offce. Deliver with inspector. Other Parcel Creation Acreage Applicant Date Copy of Haz-Mat form sent Health Dept. Fire Dept. Air P Ilution Date Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submitted -prior to permit issuance: (Circle new item not checked above . 1. Index permit for above items No. 2. Additional items required: �- Contractor, designer, owner, was advised of above required data by _ phone -mail Counter by _ Date Contractor, designer, owner, was advised of above required data by _ phone -mail Counter by _ Date Plans checked by Date Plans approved by Date Sets of plans on hold in File cabinet AP folder Copy - Department of Public Works f TO: FROM: SUBJECT: Building ]department Environmental Health Sanitation Clearance E.M. 111 E ONIN ' I'L,t I'I:m Alu,chcd / sonarAlu,chv B.D.' Sanl to It, Owner Location AP// Plan Approved for: Sewage Disposal Clearance for _::�—bedroon mobile home. Other Hold final for: Final clearance O.K. for: NOTE: 1-- -6 . Envir omental Health Specialist 8/92 Water Supply: Public Private Well 4— Date COUNTY OF.BUTTE Department of Development Services Building Division Oroville: 7 County Center Dr., Oroville CA 95965 Ph: 916-538-7541 Chico: 1469 Humboldt Rd., Chico CA 95928 Ph: 916-891-2751 OWNER -BUILDER VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement (yes or no) 2. I (have/have not) signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: Name Address City Phone Contractor's License No. 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: Name Address City Phone Contractor's License No. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: Name Address Phone Type of Work Signed Property Owner _ Social Security N Date NOTE: This Owner -Builder Verification is sent to you as required by Sections 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. R,eturn`�,; AGRICULTURAL STATEMENT OF ACKNOWLEDGEMENT 1 94.- 1 7633 1 P.uiidirig Division FOR RESIDENTIAL' DEVELOPMENT Section 26-8.1 of the Butte County Code requires this acknowledgement be recorded prior to issuance of a building permit. 94-0176331 Rec Fee 12.00 The property described herein is adjacent to land or included 1 Check 12. 00 within an area zoned for agricultural purposes, and residents Recorded I of this property may be subject to inconveniences or Official Records I discomfort arising from the use of agricultural chemicals, County of I including, but not limited to herbicides, pesticides, and Butte I fertilizers; and from the pursuit of agricultural operations Candace J. Grubbs I including, but not limited to cultivation, plowing, spraying, Recorder I pruning, and harvesting which occasionally generate 10 : 09 a m 20 -Apr -94 I P U B L XX 3 dust,smoke, noise, and odor. Butte County has established agricultural zones which have as a priority use for productive agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: Date: Aq State of California ) County of &&t t& ) On �-/ ul before me, personally appeared PROPERTY OWNERS: IVAv A,Ne� o y own o me or proved to subscribed to the within inst ent ani capacity(i , and that by histh� person(., m Acted, executed the strumei VI/ITNESS my hand and official seal. nal on the basis of satisfacto evidence) to be the personal H I acknowledged to me that =e Ct�y executed the same in hist signature(.' on the instrument, the person(sior the entity upon .. /- . - - - Seal: a Z 2 COMM. # 977416 v Notary Public — Confornio BUTTE COUNTY Z D ne) g) is/�e authorized f which the DESCRIPTION 9A-1 T633 ORDER NO. BU -140825 MC ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, DESCRIBED AS FOLLOWS: PARCEL I• LOT 78, BLOCK 15, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "DAYTON", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON JUNE 25, 1868, IN BOOK 1 OF MAPS, AT PAGE(S) 3 AND 4. TOGETHER WITH THAT PORTION OF THE NORTHWESTERLY HALF OF FRONT STREET (ABANDONED) LYING SOUTHERLY OF AND ADJACENT TO THE SOUTHEASTERLY LINE OF SAID LOT 78, AS ABANDONED IN BOOK 1 OF ROAD DEEDS, PAGE 45. RESERVING THEREFROM A NON-EXCLUSIVE EASEMENT 10 FEET IN WIDTH FOR WELL AND WATER LINE PURPOSES LYING NORTHEASTERLY OF THE NORTHWESTERLY LINE OF LOT 78, BLOCK 15, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "DAYTON", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON JUNE 25, 1868, IN BOOK 1 OF MAPS, AT PAGE(S) 3 AND 4, SAID LINE BEING DESCRIBED AS FOLLOWS: BEGINNING AT THE MOST WESTERLY CORNER OF SAID LOT 78; THENCE RUNNING SOUTHEASTERLY ALONG THE MOST WESTERLY LINE OF LOT 78 TO A POINT ON THE NORTHERLY LINE OF FRONT STREET (ABANDONED), AND THE END OF SAID LINE. PARCEL II• AN EASEMENT FOR ROAD AND PUBLIC UTILITIES PURPOSES OVER THAT PORTION OF THE SOUTHWESTERLY ONE HALF OF WATTS STREET (ABANDONED) WHICH LIES NORTHEASTERLY OF AND ADJACENT TO LOTS 76 AND 79, BLOCK 15 AND LOTS 109 AND 110, BLOCK 20, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "DAYTON", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON JUNE 25, 1868, IN BOOK 1 OF MAPS, AT PAGE(S) 3 AND 4, AND THAT PORTION OF THE WEST HALF OF THE INTERSECTION OF WATTS STREET (ABANDONED) AND FRONT STREET (ABANDONED), AS SHOWN ON THAT CERTAIN MAP ENTITLED, "DAYTON", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON JUNE 25, 1868, IN BOOK 1 OF MAPS, AT PAGE(S) 3 AND 4. CONTINUED PAGE 4 y l sr ORDER NO. BU -140825 MC PARCEL III•' AN EASEMENT FOR ROAD AND PUBLIC UTILITIES PURPOSES OVER THAT PORTION OF THE SOUTHERLY HALF OF FRONT STREET (ABANDONED) LYING NORTHERLY OF AND ADJACENT TO THE NORTHWESTERLY LINE OF LOT 109, BLOCK 20, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "DAYTON", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON JUNE 25, 1868, IN BOOK 1 OF MAPS, AT PAGE(S) 3 AND 4, AND THAT PORTION OF THE NORTHERLY HALF OF FRONT STREET (ABANDONED) LYING SOUTHERLY OF AND ADJACENT TO THE SOUTHEASTERLY LINE OF LOT 79, BLOCK 15, AS SHOWN ON SAID DAYTON MAP. r PAGE 5 END Of DOCUMENT