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040-150-108
COMPLAIN 1 10 l7Ft(- I IK 040-150-108 01-0385 BLACK, JIM _ 1716 DURHAM DAYTON HWY, DURHAM I CONTR: BLACK CONST! NEW SINGLE FAMILY 3 BDRMkAo 16 � IV r NOTES RESIDENTIAL 040-150-108 01-0385 ` BLACK, JIM 1716 DURHAM DAYTON HWY, DURHAM CONTR: BLACK CONST NEW SINGLE FAMILY 3 BDRM I ' X z » SPECIAL CONDITIONS CHECKED BY A _ FLOOD CERTIFICATE' REQ. - FIRE SPRINKLERS REQ. " SPECIAL INSPECTION ITEMS 1 4VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER �1nod .,ov .aero+&( e.-14 s� s4e»� - `-pvuL. I�e�ore. �.rit.c.Q OFFICE COPY. { f jAddress Al GAS il { Date-Z-2Meter By `G ELECTRIC Meter By Date C t JOB FINALED (Date) Signature J = OK 0 = Not OK - = Not Applicable = Not Ready MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 9. 1. Zoning Requirements -Setbacks -Easements 10. 2. Soils; Special MH Support Sketch 11. 3. Sewer; Location -Test -Fall -C/O -Concrete 12. 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./ PLPG 7. Well Clearance & Disconnect 8. Utility Clearance 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability Date Pool Structure; Steel -Connections -Thickness Dead Men -Lining Card B-1 Date Card B-1 Date Elec.; Receptacles and Lighting, Distance-GFI 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 Date 9. Tie Downs -Type -Installation Cert. Date 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-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures-Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test - 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 ./= OK 0 = Not OK = Not Applicable = Not Readv RESIDENTIAL (Single & Duplex) Date Aliderfloor (Plans) OK except #'s 1 n' g -Setbacks- Ease ments-Flood- Slope F ., Main; Soils-Elec. Grnd.-/ia /" Ftg. Depth FtY, Garage; Soils-Steel-Elec. Grnd.-/ P' Ftg. Depth 4 1 ., Porches & Decks; Soils -Steel-/ P' Ftg. Depth t walls, Main; Ste el- Blockouts- Wrapped temwalls, Garage; Steel-Blockouts-Wrapped 6 old Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Pas Pipe; Size Anchors - Yard Gas Piping; Size Test 1). ! Pipe; Test -Anchors -Regulator -Service Test 1e ric Underground 1 . lenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date ' Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PL ING (Permit) OK except #'s Htr.; Vent -Access -Combustion Air Battle at ipe; Test & Anchor -Nail Protection W.V.; Test Fittings & Anc r -Nail ction 20. Shower Pan; Test, First Floor -Tu s 21. Tes Tub & Shower, Second Floor -Tub Access as Pipe; Sixe & Anchors Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 2 . xtu & Transformer Clearance -Ins. Protection . Receptacles Spacing -Lights & Switches at Doors Ext. Steps -Door & Sidelight Protection -Landings Size xes & No. of Conductors Stapled 52. omex Installed Close to Edge of Studs & C.J. 27. Equip. round made up w/Mech Fasteners -Bond Gas & Water 54. 28. 2 pliance Circuits in Kitchen & Conductor Size GFI OMA 66. AW"Subloed'Wire Size / / ga. Cu or AI-A.C. Wire Size // g Cu AI 56. 3 ange Circle / 0_/ g C r AI -Oven Circ. / / ga Cu or At Insulated Neutral U Yes O No 057. 31. Service -Riser Conductors & Ground Main Disconnect 68. 32. E ip. Clearances Panels-Motors-Mech. Equip. CI es Closet Light -Shower Light -Spa Light Stairs & Rails ClAtOSmoke Detector 70. Fireplace or Stove, Clearance -Hearth Date - Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MgKANICAL (Permit) OK except #'s &�-'A_C,uSts Insulation & Support Elec. Outlets & Receptacles at Kit. Counter Ve xhaust above insulation 74. C nsate Drain & Overflow, Size & Grade rnace-Vent Access -Comb. Air -Return Air Vent 115 outlet A.C. Duct in Garage -Damper Attic Access & Platform if Furnace in Attic Date y C Card B-1 Date Card B-1 Date Card B:J, Date Card Date RAMIN ermit) OK except #'s Sills P er Materials & Anchors 1. s Studs -Nailing Spaci racESPlates- Berf'n'g Walls over Girders & oor ailing 4 . raft Stop in Walls (rat proof) 4 Stops, Furred Ceilings -Stairs -Chasers -Tubs & Date FRAMING (Continued) H gers-Post Caps -Anchors -Connectors Date�7 Cli . Joist-Rftr. Ties-Purlin-Roff Brac.-Truss-Shting.-Ring. Card B-1 Date Card B-1 Firegler6eTies or Type A Flue -Fireplace Throat Clearance t' Access; Size & Romex Protection -Draft Stop -Ins. Baffles n. Windows or Exiting Doors -Sill Ht. & Dimensions Ext. Steps -Door & Sidelight Protection -Landings Garage ire Protection Framing 52. Pr erty Line Firewall & Openings xt. Doors -One 3' -Check Garage 3rd Story, 2 Exits 54. Sto!sr_Width- Headroom- Rise -Run- Landing- Fire Protection 66. lywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 057. Stutroo-Mesh-Drip Screed -Fd. Vents-Underflr. Access ng -Bolts ?rior Wall Windows Date Card B-1 fAC 016 Date Card B-1 Date�7 Card B-1 Date Card B-1 Date FINAL (P(ans) OK except #'s 63. Ext. Steps -Door & Sidelight Protection -Landings 64. Smoke Detector 65. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance 73. Elec. Outlets & Receptacles at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard Rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor U Yes 82. Following Insild./Drive J Yes J No/Walks J Yes J No/Planters J Yes J No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throughout House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates 94. Address Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: COUNQ1 OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION ` 7 County Center Drive + Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND -PERMIT' ASSESSOR PARCEL NUMBER O�iO .�. 41 ��� r •. ZONINGA-10 BUILDING PERMIT OWNER MACK. .Tz TELEPHONE 342-2169 SO. FT. OCC. BUILDING VALUATION .S MAILING OWNER P. 0. BOX 636 DURHAM C'.4. 959.38 1624 R 87.696.00 440 U 7.420.00 CONTRACT(OtR'S� NNAAM)E �p��+r�r TELEPHONE 670 C 8.710.00 CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER , LENDER'S MAILING ADDRESS Fireplace A 1.500.00 Total Valuation $ 105.826.00 ARCHITECT OR ENGINEER LICENSE NO. Film Fee $ 20.00 Permit Fee $ 660.50 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 429.33 BUILDING ADDRESS _ 1716 DURHAM DAYIDN HWY DURHAM CA 95938 Energy Plan Checking Fee $ 23.00 $ PERMIT FEE $ 1132.83 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑� Duplex 11Mobilehome [3Other r SPECIFY Each Trap 7.00 70.00 Solar or heat pump water heater 23.00 Water piping 15.00 15.00 Each gas water heater or vent 15.00 15.00 TYPE OF WORK Newt] Addition ❑ Remodel [3 Utilities 13 Installation 13 Other ❑ Describe, Work: NB.1 SILVGI, FAMILY R�sxli 3 13DRM Gas piping system 1 - 5 outlets 15.00 Buildingsewer 15.00 Mobile Home S G W @20.00 PERMIT FEE $ : ELECTRICAL PERMIT Filing Fee 20.00 600V OR LESS Main Service 200A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 commencin with Section 7000 of Division 3 of the Business and Professions Code,. 9,(commencing ) and my license is in full force and effect. LlCense Clasi Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING CUP. OR ADDNS. ( 8 ACC. OCBLDS. SO 3.50FT. `s NE"' CONS MULT,' UTLET NDN•REsID. 97.50 POWER APPARATUS 8 SINGLE OUTLET CIR. - Ex. Occup. OUTLET OR FDRUREs Ex. Occup. FIXED .A . .0EA. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ WORKERS' COMPENSATION DECLARATION I 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. 6-1 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 c'' ra pier and policy number are: Carrier % , �P.__ , ,�,� MECHANICAL PERMIT Filing Fee 20.00 Heating SPLIT Cooling Hood 6.50 b. Ventilation 9• PERMIT FEt $ 65.60 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.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall ` forthwith comply with those provisions. `./ X�.._ �,. ,�.. Date 10 f Signature of Applicarif - QmOwner ❑❑ Contractor 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 $ Energy Inspection Fee $ 46.00 occ RVU CONST. TYPE Vii TOTAL FEE $ 1509,58 M"A,Z. Es °„ .. A °D °; P[�jicEL �j PDI ° ISSUE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have jjf(+ry� l� By ,f/�-•r ��f PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date q14710 Z_ Data Receipt No. 314701/ $ 530.05iM% 19'1,53 WHITE-D.D.S.-B.D. CANARY -ASSESSOR // PINK -INSPECTOR GOLDENROD -APPLICANT RAF Extra Protection In addition to being kiln dried, RMT is coated with Liquid Wra�, a sealer which retards moisture and UV exposure and enhances dimensional stability improving yardlife. RMT will not distort in the yard or at the job site like Solid Sawn Timber. No more lost product due to twisting, cupping, splitting or excessive checking. (ode Approved RMT is - ROSBORO LBR. CO. _ inspected and stamped by we NO 1 6 CERT. GWED MR. the WCLIB in compli- D. H SIZED Kff— ance with the American Lumber Standards (ALS) and is recognized by building inspectors throughout the country. Environmentally Friendly Unlike Solid Sawn Timber, RMT is manufactured from smaller, faster -growing trees cut from second and third generation forests. With the world's focus on our old growth forests and the need for structural timber, RMT is the smart choice. More About Liquid WrapTM Liquid WrapTMis a specially engineered n coating for wood. Its unique combination of hydroscopic polymers are blended to achieve the maximum benefit in pei for- yance and protection. _i Liquid WrapTM acts like a filter allowing small molecules (such as solvent paints and stains) to easily penetrate into the wood while significantly slowing down the movement of larger molecules, specif- ically water, both into and out of the Lwood. Not only does Liquid WrapT61 pro- ect wood fi-om water damage, it protects wood from damage resulting when wood dries too quickly (warping, twisting, cup - Ping, etc...) which is caused by moisture leaving the wood too quickly. Liquid Wrap" it a trademark of the Willamette Valley Contparrv. P.O. Box 20 Springfield, OR 97477 (541) 746-8411 Fax (541) 726-8919 i i4 Ill I E Rosboro's Manufactured Timber or over 150 years, Douglas Fir Solid Sawn Timber has-been a favorite choice of builders Introducing a n Faround the nation. As Old Growth forests have become increasingly protected, Solid Sawn Engine .ered Tomber Timber in many grades and lengths has become less available—until now! Rosboro has worked thatis exclusively with WCLIB to create an effective alternative to Solid Sawn Timber. Int r n hg RMT�"'vs. Solid Sawn Timber e c a eab e COST COMPARISON �with Sofid Sawn.SOLID SAWN $ ca `� L34�� a � a For Sales and Product Support See a local MEEKS Representative Equal Design Values Every RMT is structurally engineered grade for grade to meet the stress ratings of Solid Sawn Timber. Longer & Straighter RMT is available in lengths of up to 32 feet. Because it is kiln dried to a mois- ture content less than 15% before assembly, many undesirable (yet allowable) properties of green timber (twisting, splitting, cupping and warping) are "seasoned" out of RMT. Uniform Dimensions and Common Sizes RMT is manufactured to uniform dimensions similar to Solid Sawn. No need for shims or planing to adjust for size or crown variations. RMT is available in the following standard sizes: 3x10 4x10 6x6 8x8 MEEKS 3x12 4x12 6 x 8 8x10 4 x14 6 x10 8 x12 4 x16 6 x12 8 x14 D CO 4 x18 6 x14 8 x16 6 x16 8 x18 6 x18 ■ Lengths of up to 32ft. in 2ft. increments. ■ No premiums for specified tallies or long lengths. ■ Custom lengths upon request. ■ Double end stamped. W -vU U : C.3H W013C 91bbtst)eks 51 P, y APA=Vff%"V1 Certificate of Conformance Certificate 052736 THIS IS TO CERTIFY that the glued laminated timber products 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-466 Glued Laminated Timber Combinations And "'GAP" Computer'Program For Determining Design Stresses AITC 117-93 - Manufacturing - Standard Specifications For Structural Glued Laminated Timber Of Softwood Species IT IS HEREBY CERTIFIED that the APA EWS trademarked structural glued laminated timber members were Wduced 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. T� �s i -S.. t� c e✓7Li 1C �-� f �-e G /, L,, ; s e 1716 D,y2d1, ��•��,o w 00,0 ------------ Q` Pp 0 b_� SEAL. �: y w ti Thomas G. Williamson Executive Vice President *A Id ENGINEERED WOOD SYSTEMS is a retale0 Corporation Of ARA — THE ENGINEERED WOOD ASSOCIATION 7011 Soum 19th Street - P.O. Box 11700 • Tacoma, WA 98411-0700 Telephone: (253) 565-6800 • Fax plumber: R53) 565-7265 4w: 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 s CORRECTION NOTICE 13 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. " �° -''t7 Date t-7 _ REV 10/92 ,f....•--+...�_i,4"'F'°+-ti,,.is R�'Z"'ws'y�"'f*'�,;`'+a++Y.�.r"'sl.:ti-...�•4.y��•t7'�''•`"�'��t.,,y �"'�a�SS�s''"'.`'i t�'' •: '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 A CORRECTION NOTICE OWNER.. PERMIT NO. ;Y. 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 y?x completed. If you have any questions pertaining to this matter, or need additional explanation, ` please contact this.office immediately. Date L?� Inspector ' r,= _ REV 10/92 N. A �. A 9-7 K//l� Pret-1 n li 5 INTER -DEPARTMENTAL. MEMORANDUM GG TO: BUILDING DIVISION, OROVILLE g FROM: , ENVIR. HEALTH, CHICO. �J k2�� DATE: RELEASEE . HEALTH HOLD ON BUILDING FINAL FOR: \ C OWNER NAME: j!�G�JC SEPTIC:_ ✓ WELL: AP#: ® /�z �� ADDRESS/LOCATION: % _ ^ & 4 J Comments: GL/memos/releasehold LONGFELLOw LUMBER CO. INC. ■ Quality Truss Design ■ Roof & Floor Systems (800) 678-0112 (530) 893-0112 •FAX (530) 893-0140 Customer: Address: AP#: 89 Loren Avenue Chico, CA 95928-7434 o i08 yrs Job No: a�� c_� , V S, ltklwv�lf A02,roveA � 01 Alpine Engineered Products, Inc. Christian W. Chappell 8351 Rovana Circle Sacramento, CA 95828-2522 (916) 387-0116 APPROVED INSPEMON AGENCY MIN Timber Products Insp . 4 P.O. Box 20455 Portland, OR 97220 PP Rov (503) 254-0204 _ C'I (REPAIR BLACO219-BLACK JIM - CWC / A3 37'6 SCISS cant ) 0 REPAIR TO REINFORCE TRUSS STUB 2-5-0 CANTILEVER CONDITION. N CD ***** REPAIR SEQUENCE ***** 19 < SHORE TRUSS TO RESTORE TRUSS TO PRE -LOADED CONDITION < APPLY TRULOX-PLATE AS SPECIFIED < APPLY STRUCTURAL PANELS AS SPECIFIED < REMOVE SHORING :�:: INOTE: SEE DRAWING CAUSR427-01116009 FOR PLATES, LUMBER, AND OTHER DATA NOT SHOWN HERE. W U- (S) 2X4 DF -L'1. c7 z (SS) 2X4 DF -L #2. 0 J P NAILS: 0.131"x1.375" TRUSS NAILS OR EQUAL. ATTACH TO EACH FAC USING (6) NAILS IN ALL MEMBERS, SAME NUMBER REQUIRED ON FAR FACE, SEE DRAWING 142 FOR TRULOX INFORMATION. (T) TRULOX PLATI THIS 01 -IG PREPARED FROM COMPUTER INPUT (LOADS & IIINENSIDNS) SUBMITTED BY 11tUSS NFR. AFTER COMPLETION OF REPAIRS, TRUSSES MUST BE INSPECTED BY THE TRUSS MANUFACTURER OR LOCAL BUILDING DEPARTMENT TO ASSURE COMPLINCE WITH ALPINE DESIGNS AND SPECIFICATIONS. (P) 3/4" SPAN RATED GUSSETS. APA SPAN RATED STRUCTURAL PANELS, CD GROUP 2 (DOUGLAS-FIR/HEMLOCK) EXPOSURE 1. FACE GRAIN SHALL BE POSITIONED RUNNING PARALLEL OR PERPENDICULAR TO THE CHORD.FASTEN ONE GUSSET TO EACH FACE OF TRUSS WITH EQUALLY SPACED 8d COMMON (0.131"X2.5") NAILS IN.ALL MEMBERS IN QUANITIES AS INDICATED BY CIRCLES.. 2 R=1268 N=3.5" A W1 5X4 Except As Shown. 18-Q-0 (rl I-3-6-0—+2-5-02-0-0 YT'Q-ANA iB 34-0-0 Over 2 Supports. R=1311 l•1=3. � �� Note: All Plates re CA - 1 F Scale =.1875" Ft. Design Criteria: TPI STD UBC 19.5a PLT TVP. High Strength,Wave TPI -95 R TC LL 16.0 PSF REF R427 30879 Longfellow Lumber "WARNING•' TRUSSES REOUI0.E EETREME [APF IN FABRICATION. NAMOLIN6. SHIPPING, IWSTACIING ARD �C �j� 89 Loren Avenue, Chico CA 95928 iNSTlTUTE.RESBS D'DNOFRIO DRtl. SUITE ZOO,I.ITAMADISONUILIOGDNIRAC53T19).PUF0R55AFET1 PRACTICESUPRIOR ATO `' �ESS►0 _�EF� T E D L 1 0. 0 P S F DATE 0 5/ 0 9/ 0 1 PERFORMING THESE FUNCTIONS. UNLESS OIIIERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTA[IIED� = BC DL 7.0 PSF DRl•1 CAUSR427 01134004 S7RU CT URAL PAREI i, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ••IMPOHTANT A FURIIIS" A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. AI PINE EXGINEETo �pyN NA BC LL 0.0 PSF CA -ENG /C41C PRODUCTS, IIIC. SXALL NOT BE RESPONSIBLE FOR ANY OEYIATION FROM THIS DESIGN: ANY FAIIURC TO "' S >� BUILD THE TRUSSES IN COnFORMAUCE WITH TPI: OR FABRICATING. HANDLING, SNIPPING, INSTA(NATIONAL LI DE ARD � 631=1 * TOT . L D . 33.0 P S F S E O N - 12103 ALPINE BRACING OF TRUSSES. TRIS DESIGN COLIFORMS WITH APPLICABLE PROVISIONS OF NOS (x ALPINE DESIGN 'P EC ICAT 1011 PURL ISHEO OY TIIE AMERICAN FOREST AND PAPER ASSOCIATION) ATI ON) AND TPI• ALPINE CONNECTORS ARE MADE OF 20GA ASTM AG53 GR40 GALL. STEEL. EECEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF iR USS, AND UNLESS OTHERWISE LOCATED ON 7X15 DESIGN. POSI1100 CONNECTORS PER N�F1tR s DRAWINGS ICO A•T. THE SEAL ON 7X12 DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGIREERIIIG �'■,�' aC�V D U R . FAC . 1 ; 2 5 FROM K RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. 1HE SUITABILITY AND USE OF THIS Qf CA,,��P- SPACING 2 4 - 0 " Alpine Engineered Products, Inc. COMPOMEIIT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESI6tIER, PER SNcmmenlO, CA 95828 ANSI/TPI 1-1995 SECTIO 11 2. 0 0 9 3 0 .a a c� z 0 a r 0 .i .-I 1� 10 h to rn AID .--1 .--1 0 CIO CD Ira O •`�•' -ULAm a Trl - .TIL- 1 M3 it 0 34.1J] ) REPAIR TO REIfIFORCE TRUSS CRACKED TOP CHORD WHERE INDICATED, ***** REPAIR SEQUENCE'**** < SHORE TRUSS TO RESTORE TRUSS TO PRE -LOADED CONDITION < APPLY SCAB TO TRUSS AS SPECIFIED < REMOVE SHORING NOTE: SEE DRA411NG CAUSR427-01116009. FOR PLATES. LUMBER. AND OTHER DATA NOT SHOWN HERE, 11115 Unb VKtVAKtU IRUFI CUMPUItX IIIPUI (LUAUS a DIMENSIOIIS) SUMMED BY TRUSS MFR. AFTER COMPLETION OF REPAIRS, TRUSSES MUST BE IIISPECTED BY THE TRUSS MANUFACTURER OR LOCAL BUILDING DEPARTMENT TO ASSURE COMPLINCE WITH ALPINE DESIGNS ANO SPECIFICATIONS. (S) 2X4X12-0-0 DF -L (i1 ATTACH TO EACH FACE USING TRO ROWS OF 16d COMMON NAILS . (3.0`X.148')@ 4.0. O.C. 18-0-0 16-0-0 ?`" �f *% fE 3k.0-0 Over 2 Supports `L7� R-1234 W=3.5" R-1345 N= .5 " Rote: All Plates Are Y11 ;5X4 Except As Shoran. PLT TYP. High Strength,Nave TPI -95\R Design Criteria: TPI STD UBC 19.5a CA 1 - - F Scale x;1875" Ft. - 11IIA43IRG•-, 11USSCS REOULAE ELTREKF CARE IN fA0R1CArlOH, UAAOLILS, SHWINO• INSfA1LIAs ARD DRAclnc. TC plrcR ID xlR•s1 (.iAND11XG lNSTAIIING AMD SRACIRG), PUDLISOEL 2Y 111 ptuss PLAIT IN sI11Utl, SW D-OROFRTO OR., SLIIC 1D0. MADISON, VI A3714). roe SAFEIT PRACITCCS IAIOR ID pfE f7 LL 16.0 PSF REF R427 -30879 PCRf DRHI Y6 !RISE rURC11C•l'S. UYIE SS Df.IERX" s1 IRDI CAVO, 10P CHORD SHALL NAIL SAOPERLT AIIACMIO STR UCI UR AL PAXCI i, DJIIGM !j, L �L� TC DL 10.0 PSF DATE 05/09/01 [ACRD SPALL NAPE A PRUPCRLY AIIACH SO 81510 CpUNG. •l9PORTAIM fURR1511 1PRODUCIS. ` 7_iAP_ y A COPY OF. III IS DESIGN ii• TILE IMSIALLATIOA CDA1IACr0R. ALPIAE EAGIREERID IAC. SMALL VOI EC RSSPOA SIeLI SON ANY DL11Af1OH 1 f BC DL 7.0 PSF DRIJ i71USR427 0]129018 FRON THIS DCSIGR; ANY rhitmE r4 SUILD IXi 127 WA IM CDHFOINAACC VlIN fPI; 01 FAARICAIIAG• MANDIING, SUIPPIM6. IMSIALLIV& AAD ALPINE dtACIX6 Or TRUSSES. THIS DESIGR COMiOINS YIIN APPL)CADIf PROVISIONS Or VDS (YAIIOYAL OLSIGV '� BC L L 0.0 PSF CA -ENG / C wC SPECI NO l SCIORSLPIME PHADT SOF 020GAI ACO\YECK-13 1 1 CONN ART ASI0 A653A040 GALV. SIEEI. (ICCPTI As NOTED APPLY TO * * TOT,LD. 33.0 PSF SEON *- 1.2095 . Alpine EDglicado,d A 958285, sDudmla11DCn9s82B LlG TACO rice Of Lass. ARO UNIESS DIHERXIS: LOC41LO ON T'1S DISIGV, PosmiN comnicIORs PER DIAHIRSS :CO A F. TCC SIAL OR I:I;S DRANIRG IRG;CATii XCCCPTANQ Of ;WiSSIGIAL iWelfil1RG CoNPOVI NTSPO LI ToANY L;ARr1CUL%4 OU1LDIASILY roe IRE rAusi O Isp. ,111ETRC5PONS101lIrC OF INE dUIL01MG 1OCSUIIXER. PER THIS AssurPl 1-1995 SECTION 2. wM Ltis �� DUR , FAC . 1.25 FROM KD SPACING 24.0" J t (REPAIR BLACO219-OLACK JIM - PC / A4 37'6 SCISS REPAIR FOR NEW BEARING LOCATION. []]REPAIR PROCEDURE -•---------------------------------- i SHORE TRUSS TO RESTORE TO PRE -LOADED CONDITION, > ADD PLYWOOD GUSSETS AS SPECIFIED. > ADD SCABS AS SPECIFIED. > REMOVE SHORING. [1)(P)3/4" PLYWOOD OR 3/4' OSB GUSSETS: APA RATED 24/36 SHEATHING, EXP.], CULLED OF SURFACE DEFECTS 1F SMALLER THAN 24" SQUARE. NAIL ONE GUSSET TO EACH FACE OF TRUSS, THROUGH ALL CHORD AND NEB MEMBERS. WITH 30d COMMON WIRE NAILS TO ALTERNATE FACES. SPACE NAILS NO CLOSER THAN 2" 0/C AND STAGGER ROWS TO PREVENT SPLITS. CIRCLES INDICATE MINIMUM QUANTITY OF NAILS EACH FACE. (0) PRE -DRILL A 1/2' DIAMETER HOLE IN GUSSETS AT PEAK TO PREVENT OVERCUTS• 11113 um. rrlc rnncv ntvn wnrv�n . ", 1w..w o .., ,�,,... �..-�--_....--- -• (S)ADD 2X4XB-0-0 DF -L 41 OR BETTER SCAB TO BE ATTACHED TO ONE FACS WITH 10d (0.148"X3.00') HAILS AT 4" O.C. EDGE DISTANCE. END DISTANCE AND SPACING FOR NAILS SHALL BE SUFFICIENT TO PREVENT SPLITTING OF WOOD. (E) ORIGINAL PLATE 14UST REMAIL! UNDISTURBED. NOTE: SEE ORANING CAUSR427 01136010 FOR LUMBER, PLATES, AND OTHER DATA NOT SHOWN HERE. AFTER COMPLETION OF REPAIRS, TRUSSES MUST BE INSPECTED BY THE TRUSS MANUFACTURER OR LOCAL BUILDING DEPARTMENT TO ASSURE COMPLIANCE WITH ALPINE DESIGNS AND SPECIFICATIONS. 6• (6�fA (E)Id3X6 2 2 (S) (E)Y13X6 S (P) 12"X36" 5 r -15 8 (E)W5X12 4 (0) 4 8 3 i2 3 6 (E)I+12.5X4(C5) 3 (P)16"X24" TRIM 19 6 (E)w6X6 8-0-0 U V_�/ (P)12 "X18" TRIM (P)12"XLB" aJE)W3X6(C5) (E)N3X4 18 -Ci -O 1B-6-0 r-rE Col t 11-6-1 7-0-15 JF 9: 36-6-0 Over 2 Supports 1 IIEPAR R-1238 W=3.5" .�`� R-1237 H= ` ' u Note: All Plates Are (V],5X4 Except As Shown. VEND PLT TYP. High Strength.Wave TPI -95 Design Criteria: TPI STD 19.4 QTY:1 CA 1 - R F Scale =.]675" Ft. LMgfe clow Lumber "YARIIING'• TRUS!(S R(DUIRI CIT.IENE CAR[ IN rADRCCArtOY, CAND:ING. SHIPPIA:, IYSTALLimc AND r 89LetnrCYawc,ChIcDCA93928 BR.ICING. REFER ID HIS -91 (HANDLING INSIAILING AND GAACIYG). PYO11SH;O BI IP[ (IiUSS PLAIT �1�QFES TC LL 16.0 PS REF R427--30878 IR S11141C, SOS "It'. DR ., 3UfTC 100, NAOI!GR, Y1 F)119), F0i lr[!1 PR ACIICIS PRIOR f0 Pf9IGRNING INCSI rURC110N3. PNLCSS O!•[RYI SC IAOICAil O. TOP CHORD SIIALL DVC PROPERLY A"11,01O TC DL 10.0 PSF DATE 05f08/01 S1RU[TEIAL IAXEIS, 861104 CHOW SNAIL NAY[ A PROPERTY ArTACNEO WITT CIILIPG. � ,A� "1NPORrw.. rON.11Sx A C"01Y OF IIIIS DESIGN CO Ixl IHSIALLATIOA CDHrRAtr}L. mpin CRGINCERIO ff.77 BC DL 7.0 PSF DRt•1 PCIISR/2l 0]129001 PRODUCTS, INC. SMALL HOT BC R[SPOYSIBI[ FOX !1Y. DIIIAFION l:OY 1013 DESIGN; Atl7 rAtI UR[ 70 yA OYILD IIIE riussis 11 CO%laRr1ANCE 1111H IPI; OR rADRICAII►G, dAHCLING, SHUP►IN-i, INSTALLING AI] OL B(.' LL 0.0 PSF PC -ERG PBC/PBC ALPINE BRACIA. OF TRUSSES. iNli 9CSIGR COYfCRN2 HSIN AIFLIVOLE PADYISIONS Of NOS (NATIONAL DESI f, CCI it ATIDx PUBLISHED B7 INC PMERICAN FOREST AND ►APER AS SOCIATIOH) AND IPI. AL FIHE CONHECIORS ARE NAGE Or tUGA ASIN W,I GO 40 GAIN. STEEL. CICEPT li HOr10. AP:LT CONNECTORS to * � TOT.LD. 33.0 PSF SEAN - 50089 INCH FACE Or T1USS, AND UNLI33 Ol11CRY1SE LOCAICD ON IH!S DESIGR. POS11108 COA9CCIOiS Pik `r OIAYINGS 190 A -L. I..0 SIAL OV THIS ORAHIRG INDICATES ACCIPTA1CC a- PRorESS10NA1 ERGIREERIRG DUR .FAC , 1-.25 FROM K D Alpine Engineered ProdYCyG, LID, RfSPONSIB1LIrY SOLILY !OR 111E fA USS CORIONL•11 OES16N SXONR. INC !OITABILIIY AA•] USI Dr ims P So1rRSFtItRID,CA95826 COxPOHCRT raR AHY FAP.rI[UTAR 091101/1 IS INC l[S73xSIBIlIT1 Or IIIC BUILDIHO O[SI.YCR. PER SPACING 24.0" ANSI/IPI I.199S SiCTIOY I. COUNTY Cf BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 52W5411/ _ PERMIT NO. (Rev. 12/96) APPLICAYION-AND-PERMIT/`"�� ASSESSOR PARCEL NUMBER 040-150-108 A-10 ZONING BUILD G PERMIT OWNER BLACK, JIM TELEPHONE 342-2169 SO. FT, OCC. BUILDING VALUATION 1624 R 87 696.00 . OWNERS MAILING ADDRESS P. 0. BOX 636 DURHAM CA 95938 440 U 7920.00 CONTRACTOR'S NAME BLACK CONST TELEPHONE 670 C 8,710.00 CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace A 1,500.00 Total Valuation $ 105 826.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 660.50 ARCHITECT OR ENGINEERS MAIUNG ADDRESS Plan Checking Fee $ 429.33 BUILDINGADDRESS WY DURHAM DAYTON Y DURHAM CA 95938 Energy Plan Checking Fee $ 23.00 $ PERMIT FEE $ 1132.83 LOT NO. SUBDIVISION'S NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑X Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 70.00 _1C Solar or heat pump water heater 23.00 Water piping 15.00 15.00 Each as water heater or vent 15.00 TYPE OF WORK New A Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NEW SINGLE FAMILY RESIDENCE 3 BDRM Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 15 on Mobile Home I S I G I W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 RLESS Main Service 2DDA OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class LIC. NO. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ [,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 aooA TO LuooA 46.00 NEW CONST. DW OCCUP. SO OR ADDNS. ( a ACC. S.3.5Q =RESD MULTI.OUTLET 97.50 PSOr APPARATUTLETUS a SINGLE OCIR. 000 Ex. OCCu OUTLET OR FDTTURES BAL O I_5 Ex. Occup. OUTLEEDTS 891.1 E 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S 115.25 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. lhave and will maintain workers' compensation Insurance, as required by Section yt' 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance r ler and policy number are: Carrier 1 �\_ <::,-- 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' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall orthwith comply with those rovisions. X Date yb / Signature of Applicant - Q�wner I]-6ontractor ❑ Agent9/� 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 SPLIT 30.00 Cooling Hood 6.50 '6.50 Ventilation 2 4.50 9.00 PERMIT FEt $ 65.60 Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00 OCC R3 1U coNST. TYPE VN TOTAL FEE $ 1509.58 HAz. D. FEES IMP .�- X FLOODCDF AE � PARCEL PD X HD 5SU This permit is hereby issued under the applicable provisions of the Butte County de and/or Resolutions to do work indic for wh• h fees have been paid. B illDate n _ PERMIT EXPIRES ON 7 OZ� ate ReceiptNo. 314701 530.0 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK-INSPEC R GOLDE ROD -A PLI ANT / �. COUNTY OFBUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION it 7 COUNTY CENTER DRIVE - OROU'ILE'`ORNIA 95965 -TELEPHONE (5 ) 8-7541 e PERMIT APPLICATION DATA SHEET OWNER: � ASSESSOR PARCEL ER: 0 �{ Proposed Building Use: Building Inspector: Date: _9C7_7.._eC 2 At time of permit applicat idn,1 was advised the following data must be submitted prior to permit processing and/or issuance: Date Received By ❑ 1. All iiems have been submitted----------------------------------------------------------------------------=-------- lot plans, 3/4 sets, signed by the preparer of plans. ------------------------------------------------------------ Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- 04. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- 62 engineered truss details and layout in duplicate (required prior to plan review) No faxes! ----------------- C Ehergy Design Compliance and supporting documentation.---------------------------------------------------- ❑7. Statement of Intent for Non -Heated and A/C Buildings. -------------------------------------------------------- l; ❑ 8. Hazardous Material Form------------------------------------------------------------------------------------------ data and installa�on, ggruc�ns including Tie Down Specifications. ------------------ Fees of $ Impact fees as shown on the attached schedule. California Department of Forestry plan elevation certificate. ---- - - ------------ tion and plot plan approval C. Cd Health Department. ---------- "—ffl5.: C' of Chico plumbing. permit. -----------------------------------• ❑ 1 lot plan and business license approval from the City of Biggs. rev X17. Planning approval for (A) Use:__' (B) Parking: ------------------- Vi 8.. Contact Land Development about Improvements, 13 Drainage, Legal Parcel. ----------=------ 1.2 9. Encroachment Permit for driveway (construction approval prior to occupancy). --------------------- ❑ 20. Pre -inspection for ! required Request to Building Inspector on ❑21. Contractor's license information. (Number, Name Style;3Classification). 022. Workers' Compensation carrier and policy_number.---------------------- ❑23.Owner-Builder Verification (Given to owner ❑, Mailed to owner ❑). - 3-2-)-61 of signature authorization. --------------------------- ---------------------------------------------------- rded copy of Agricultural' owledgment Statement. --------------------------- ---------------------- A5 N9 Ackn- ° El 26. Letter of intent on building use. -----------------------------=----------------------------------------------------- ❑27. Manufactured Home utility clearance- -------------------y------------------------------------------------------- ❑28. Existing violations and/or expired' permits. --:.------------------------------------------------------------------- ❑29. 0433 A,p❑Grant Deed, ❑ M.H.`Title, ❑ Check to H.C.D $ . --------------- ❑30. Other: (Date) When you issue�th roy follows ❑ Mail to owner, ❑Mail to contractor. Telephone and hold for pickup at office. ❑ Deliver with ' ector. Sir h maws riw alae -1d/ p hs � eNQ C C: w -0L Applicant: `------� ate: Z A a'/ � Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution Date: By: r '^ Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ er: Date: By: 1. Index permit application for the above items numbered: flan Check List 2. Additional items requireil:'' `. 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: a gontractor, designer, owner, was advised of the above required data by ❑ phone; ❑ mail, ❑ Building Division counter, by Date: Contractor; designer, owner, was ' ed of the above required data by ❑CCphone , 13 mail, ❑ Building Division counter, by ate: Plans reviewed by`. Date: Vlaans� r "Cd`by: Yi/U.5 Date: Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note Qsfer by: Date: Yellow Copy - Department of Development Services, Building Division. EVIA E.H. U SE ONLY Plot Plan Attached Floor Plan Attached Sent to 8.0 - TO:i ing Department FO'- . Environmental Health /\ SUBJECT: Sanitation Clearance �I Owner Loca ion AP# Plan Approved for: Sewage Disposal J/ Water Supply: Public Private Well Clearance for dwelling. Other ce v.R. ror: NOTE: Environmental Health Specialist 8/96 Date COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 SCHEDULE OF FEES DUE BUILDING USE nPROPOSED ' V 1. BUILDING PERMIT FEES Due $ --Balance ........................................................ --Additional Fees Due ............................................ $ --Additional Fees Due ............................................ $ --Revised Plan Checking Fee ................................. $ SCHOOL DISTRICT FEES (paid at District Office) SHERIFF FEES (paid at Building Division) Residential .................................... Units x S360.00 = $ a Commercial (sq. ft.) ...................... x $0.03 = $ Sq. ft 4. URBAN AREA FEES Residential ............................ —x—=$ # Units Amt. Commercial,(Sq. ft.) ............. —x—=$ Sq. ft. Amt. �5. RECREATION DISTRICT FEES 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (Oaid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00'(paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (aid at Building Division) 10. OTHER A.P. DATE RECEIPT # DATE REC. 4 1q/D ( 3/sly 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 durinkthe plan checking process. APPLICANT <=) �� —' DATE �b O Pursuant to Government Code Section 66020, you are hereby notified that items 2, 3, 4, 5, 6, 7, 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. 6/00) P14 V. School District rD 50 — . l 0 8' �urisdretion: ' Q city �. l + (c 0 0 0 Living Mobile Home Addition/ *Supplemental to Units Installation `• Conversion Permit # *(No foundation inspec • ;�`� ,;Q. 'fit; ��,",i �.. ..tom .. ..t:{•.y~;1�,` .F�'�t ew Add'Rion r 1 (moor Hans rewewea Dy bcnooi uistnct rersonneq ` School District certifies that �/ m 4� �A`l � iiw /of Resolution Na by square feet. 2926 � • on of the fees ct) 1: ,. A.P. Number � O�+ Property OwnerK, Remarks: nal school fees to fully mitigate its impact on the school district's school { Property LocatioNAddress Subdivision Residential Development CommerciaUlndustnal ment Repre: District Identification No. �UK�I �-m ON i FI 4-:cA : (Applicant) • (Street Address) (Phone Number) Jy���Frn 9 X93 8' - (City) (State) J�f/} a L. Building Department No. County Lot No. C01 Sq. Footage t No of (Group R) U .tion): 1 ' 1 1 _ ' Sq. Footage K s (Including Exterior Roofed Areas) Date Building Depart (Zip Code) has complied with the requirements payment of $ 33 a 9 representing $ FULL MITIGATION ' $ School District Representative Date Paid by Check # the Identified above by submitting a written protest to the D within 90 days hom the date fees are paid. Failure to submit a timely Representative signing this Butte County Schools Impact Fes Certification ng Agency -that this project is being reviewed under the California Environmental department), Pink (school distri Notice: You may protest the Imposition District, in'compllance with • Government Code Section 66O2O1a1, written protest will prohibit you from challenging the impoalti ori of the fees in any court action. If, subsequent to the'School District on Form, the School District is notified by the applicable Local Planning Quality Act ICEQAI, this project may be subject to additio s, White'(applicant), Yellow (building feeform.xis 110/98)dmm .`Y 'r�7'��-'r.. �Ya ""11tiF1^ "•�..�Zi�'�fMY"c"'K {jn `� 1br - � ,. BUTTE COUNTY PARK FACILIMFEE PAYMENT CERTIFICATION FORM DURHAM RECREAMO°NIAND PARK DISTRICT' , Assessor Parcel Number (s): 0 r I SD -- I 0 Property'Owner (s): i�Gi Project Location/Address: Subdivison Name: Assessable Square Footage: of Type of Residential Development (check one): j New Development Afteration/Addition ❑ Mobile Home (s) ❑ Non -Residential to Residential Coim'm nts:i�? �C� rel Building Division Represnta ve Date Durham Recreation and Park District (DRPD) certifies that ` J1 M. Applicant Name Applicant -Phone Number 1-71(oT)uyh6( Street Address uy am city I-( 10-r, 41 wy CA 959X36 State has compliiA with the requirements of the Butte Cbunty Board of Supervisors' Resolution No. 1 93 - 114 by payment for1(o Zli square feet at $ 1.04 per square foot for a total payment of $ J cr$�S.crCo .ltCr s DRP Representative PAID BY CHECK No.: BANK No.: 3wM_ PAID BY CASH: RECEIPT No.: Remarks: -4 0 1 Date r DISTRIBUTION: WHITE - APPLICANT PINK - DRPD YELLOW - BUTTE CO. BUILDING DIVISION V COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive a Orovilie► California 95M a Telephone (530) 538-7541 PERMIT NO. (aev.1 aAa) APPUCATEON AND PERMIT �� 05 assseoa►�easD 0 _ 1 5�.� 0 BUILDING PERMIT owe m Im "C / [ l SO. FT. OCC. BUILDING VALUATION ownDi� ' © 6 s 3 oowraacroRs «� T�� m cowra+�csw+ waao aoo�es. oo„s,,,,,o„onuzyota G;W Asa 09 aoo�s I' valuation— I=f moo" DiOD� uctssa MO Filina Fee S 20.00 ZMOWMa MAax+o aooMa Permit; Fee f Plan Cliockina Fee g2g.i Energy Pian Checkin Fee i G = Z• g PERMIT FEE _ �T evem'°1D"WA4 vMca PLUMBING PERMIT Filirtp oe 20.00 Each Trap7.00 p USEOF8TRUCTURE Soler or hent pump water heater 29.00 SF Duplex O Mobilehome 0 Other Wistar piping 15.00( 5 s►ec�v Each ns water heater a vent 15.00 / �' TYPE OF WORK Gas i in tem t - 5 outlets 15.00 New 0 Addition a Remodel ❑ LW(d e O Inetslatlon Other O Building sewer 15.00 Describe Work: S Moble Home S G W @20.00 _ PERMIT FEE f 0 ELECTRICAL PERMIT I Filing Feel 20.00 Main Service '.'. 1 23.00 73 L4.7n C.n.t.. 1 20M To too" i 48.00 *PERMIT FEE PAID $ S Oy Sr SRA $ SHERIFF $ OTHER $ $ AMOUNT RECEIVED $ �3 0 t 0 5— *RECEIPT NUMBER TO BE PVT INTO COMPUTER New COWT. owaLm3.5tsa a ADOML a ice. aux. rr. wwaaro.law rom ' �utrw�mm @7.50 /OW01 �wruwtus a +x Ex. Occup. ounar 00 nms 0 ew se Xe Ex. Occup. oars opo a 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE f .� MECHANICAL PER-1AITA Filing Fee 20.00 Heating Cooling Hood 8.50 Ventilation } I V PERMIT FEI! f Moble Home Installation Fee f Energy Inspection Fee S �j COvA` rE TOT FEE $ �o CO► PC tA this permn is hereby isauea under the appno m F,,.. -^-••- of the Butte County Code and/or Resolutk;ns to do work Indicated above for which fees have been paid. By PERMIT EXPIRES ON Date �, ey�C1 SAND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95%5 IIII III III I IIII I IIII I III III I IIII II 200 1 —000824 1 Recorded Official Records County Of BUTTE CANDACE J. GRUBBS Recorder ROSEMARY DICKSON Assistant 09:00AM 02 -Mar -2001 REC FEE 7.00 CONFORM .00 PENALTY 3.00 Vickie Page 1 of 1 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT �/ FOR RESIDENTIAL DEVELOPMENT I "I Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: The South 320 feet of the West 100 feet of Farm Allotment No. 76, as shown on that certain Map entitled, "Subdivision Plan of the Durham State Land Settlement being Lot Number Four of the R. W. Durham Estate including the C. F. Lott Ranch, both being a portion of the Esquon Rancho, situated near Durham, Butte County, California", filed in the Office of the County Recorder of Butte County, California, on February 13, 1919, in Book 8, of Maps, at Page(s) 23 and 24. _ Assessor's Parcel No: 040-150-108 f Date State of California County of lea& PRORTY OWNERS: ,4,rl 9S On (LSA /. * r? Z / before me, personally appeared _ ' �, personally known to me (or proved to me oA the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their sig re(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. A A A A A�.. WITNESS my a official seal °' "r W.J. LOLLING COMid1. # 1274797 - Signature 9�. NOTA?Y PUBLIC•CALIFORNIA Seal: Q � : ' COUNTY OF BUTTE Comm, Expires Sept. 20, 2004 A.P. # �- •-tip .B GREGORY A. PEITZ ARCHITECT 383 RIO UNDO AVE., CHICO CA 95926 (916) 894-5719, Structural 'Calculations For: All. - fty A' �NO. C21 83� -k� l REN. .0u I IL CQ)Um t y 9t.DiNG DEPARiMEENM PPQ ply • � !�. ��. <.� Imo_ I �? 9 LOAD SUMMARY *Use normal force method ,. *Exposure B *Basic wind.speed: 75 mph P = Ce Cq qs I Walls ' P = .62 * 1.3 * 14.5 * 1.0 = .0117 ksf < 15 ft. P = .67 * 1.3 * 14.5 * 1.0 = .01 26 ,..ksf @ 2.0 ft. P = .72 *---.1.3 * 14..5 * 1.0 = .0136.ksf @ 25 ft. P = .76 * 1.3 * 14.5 * 1.0 = .0143 ksf @ 30 ft. Roofs 2:12 to less than 9:12 P = ..62 *--1.0 * 14.5 * 1.0 = .009 ksf < 15 ft. P = .67 * 1.0 * 14.5 * 1.0 = .010 ksf @ 20 ft. P = .72 * 1.0 * 14.5 * 1.0 = .011 ksf @ 25 ft. P = .76 * 1.0 * 14.5 * 1.0 = .011 ksf @ i 30 ft. Roofs 9:12 to 12:12 P = .62 * 1.1 * 14.5 * 1.0 = .010 ksf < 15 ft. P = .67 * 1.1 * 14.5 * 1.0 =..011 ksf @ 20 ft. P = .72 * 1.1 * 14.5 * 1.0 = .012 ksf @ 25 ft. ` P = .76 * 1-.1 * 14.5 * 1.0 =`-.012 ksf @-30 ft. E BL- <I-' f!) 'A, i 16 Z 9 2,5 41( 01 z v %T -s!` -s/16&4A/ 04- Monro Pax 13 -V-7 d 17 CJ OIL i -1 4 eat, P,,;, -e- le -,4t fc-I o4a G K /.?7 114,E 3 Ga t • << OIL.- �7 )I t.7 GREGORY. A. PEIT_Z ARCHITECT 1907 MANGROVE, SUITE "E", CHICO CA 95926 (916) 894-5719 PROJECT: Z 2- -�- I have reviewed the truss submittal for the above project and all loading design criteria have been met. It vregory A. Feltz Architect :•:.CERTIFICATE OF;XOMPLIANCE:"ResidentialPage 1 CF-iR ----•---------------------------------------------------------------------------- Project 4itle:.. '.BLACK 1624s (B)kSE CASE) Run: 842 ;20 -Feb -01 :Project Address: 1716 DURHAM -DAYTON HYW. BLACK 1624s (BASE CASE) DURHAM, CA..95938 .Building Title: BLACK 4624s (BASE CASE),.. Building P mi # Document Author: BOB ME ZGER O.D.S. ,�( Q W Telephone: 530-342-9688 or'865-9688 Plan Check /.Date Compliance Method:-••CALRES2 1.35 Fiela Check / Date Climate Zone: 11 -------------------- ______________________(.r—SSE �•c}=� ©t�==�F�fi2�'===�_________ GENERAL INFORMATION , Conditioned Floor -Area: 1624 ft2 Average Ceiling Height: 10'5" ft -in Building Type: SFD Single Family Detached Building Front Orientation: 180 deg (South) Glazing Area, % of Floor Area: 16.3% Average Fenestration U-Value:0.52 Average Fenestration SHGC: 0.74 Number of Stories: 1 Number of Dwelling Units: 1.00 Floor Construction Type: Raised floor BUILDING SHELL Component Type Door Wall Wg11 Wall Wall Wall Floor Ceiling INSULATION Cavity Insul R -value 13 13 13 13 19 30 Sheathing Insul R -value 0 0 0 0 .0 0 0 Total Assembly R -value U -value 3.03 11.36 11.36 11.36 . •11.36 11'.36 20.41 s 32.26 0.330 0.088 0.088 0.088 0.088 0.088 0.049 0.031 Location/Comments Unconditioned Outside Unconditioned Outside Outside Outside Crawlspace. Attic FLOOR TYPES AND AREAS construction Type ------------------- ------------ Area (ft2) -------------- Conditioned? Exterior ------------------------- Conditi n o s/Descripti Non-Slab 1624 Yes Crawlspace FENESTRATION Area U- Interior Exterior Overhang Orientation ----------------- (ft2) ----- value Panes --=-- Shading Shading and Fins Window South 13.2 ----- 0.510 2 ---------- Standard ---------- None -------- Overhang Window South 20.0 0.500 2 None None Overhang Window South 56.0 0: 530 2 Standard BugScrn O�vverhang�4 e� Window East 34.0 0.530 2 Standard BugScrn bve &Wn- (tea NG DEPARMVIEN r.AWRVVED CERTIFICATE OF COMPLIANCE: Residential , Water Page 2 :. CF -1R Project Title: BLACK 1624s (BASE CASE) Heater Name ------------ Run: 842 20 -Feb -01 FENESTRATION continued Factor (gal) 40g.W/H Standard Std.40gW/H Storage gas Area U- Interior Exterior Overhang Orientation (ft2) value Panes Shading Shading and Fins Window North 110.5 0.530 2 Standard BugScrn Overhang Window North 16.7'0.500 2 None . None Overhang Window West 15.*0 0.530 2 - Standard BugScrn Overhang THERMAL MASS Area . Thick Type Exposed?, (ft2) (in) Location/Comment's ----------------- ----- ----- -------- -.------------------------------- _None HVAC SYSTEMS Duct Location Type Efficiency and R -value -------------------------- ---------- ------------- Furnace - 0.80 AFUE , Attic R-4.2 Air cond. -- central split 10.00 SEER Attic R-4.2 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 Wood stove Wood stove System Name fraction type boiler? boiler pump? ------------------------------------------------------------ 40g.W/H -- No No WATER HEATER/BOILER DETAILS Water Recovery Heater Name Efficiency AFUE ---------------------- ---- Std.40gW/H 76% -- Rated Input Standby (kBtuh) Loss ------- ------- 28.00 -- HYDRONIC DISTRIBUTION AND TERMINALS System/Name Type Number None ' Pipe run (ft) Pilot Tank Light R -value (Btuh) Pipe Insul Insul diam (in) djthl c ,XM value --------- --------- ------- = ( ®EPARif RI. V' CERTIFICATE OF COMPLIANCE:*Residential Page 3 CF -1R Project 'title: BLACK 1624s (BASE CASE) Run: 842 20 -Feb -01 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. 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 buildipg.,.,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 JIM BLACK P 0 BOX 636 DURHAM, CA. 95938 342-2169 Certification ##: Signed ENFORCEMENT AGENCY Name: 1. Date DOCUMENTATION AUTHOR BOB METZGER O.D.S. BOB METZGER O.D.S. 2231 St. GEORGE LN. #70 CHICO, CA. 95926 530-342-9688 or 865-9688 Signe Date Title: Agency: Telephone:, Signed Date &J VUF � � COMPUTER METHOD SUMMARY Page 1 C -2R Project title: BLACK 1624s (BASE CASE) Run: 842 20 -Feb -01 Project Address: 1716 DURHAM-DAYTOk..'HYW,. BLACK 1624s (BASE CASE) DURHAM, CA. 95938 Building Title: BLACK 1624s (BASE CASE) Building Permit # Document Author: BOB METZGER O.D.S. Telephone: 530-342-9688 or 865-9688 Plan Check / Date Compliance Method: CALRES2 1.35 Field Check / Date Climate Zone: 11 --------------------------------R�R����s� ENERGY USE SUMMARY (kBtu/ft2-yr) Energy Use Standard Design Space Heating 18.96 Space Cooling 17.26 Water Heating 14.93 Total (ft2) ------ 51.15 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: Floor Construction Type: Number of Conditioned Zones: Total Conditioned Volume: Ground Fldor Area: - t BUILDING ZONE INFORMATION Floor Zone Area Volume Name (ft2) (ft3) HOUSE 1624 16917 OPAQUE SURFACES Proposed Design --------------- 19:77 17.25 12.74 -------- Complies 49.76 Yes 1624 ft2 10'.5". ft -in• SFD ."Single Family Detached 180 deg (South) 16.3% ... 0.52 0.74 1.00 1 Raised -floor 1 1691.7 ft3 1624 ft Type , -------------- Conditioned Vent Thermostat Height Type (ft) CEC_Standard 210" Surface Area U- Insl Total Tru Slr Construction Type ---------- (ft2) ------ value ----- Rval ---- Rval ----- Azm --- Tlt --= Gns --- Type Location/Comments ------------ Zone = HOUSE t -------------------- Door 17.8 0.330 0 3 180 `90, No 28 -Wood Unconditioned Wall 180.8 0.088 13 11 180- 90 Yes W13.2x4.16 Outside Wall 142.2 0.088 13 11 180 90`'No W13.2x4.16 �Uncondi,tioned Wall 596.0.0.088 13 11 90° 90'Yes W13.2x4.16 Outside Wall 272.8 0.088 13 11 0 90 Yes W13.2x4.Outside; �. ;d... ,iJiny, :Oi;�1r1 ..av e COMPUTER METHOD SUMMARY Page 2 C -2R Project Title: BLACK 1624s (BASE CASE) Run: 842 20 -Feb -01 ------------- ------------ OPAQUE SURFACES SURFACES continued Surface Area U- Insl Type - - - - - - - - - - (ft2) ------ value ----- Rval --- ---- Wall Wall 433.0 0.088 13 Floor 1624.0 0.049 19 Ceiling 1624.0 0.031 30 PERIMETER LOSSES Perimeter Length F2 Type (ft) Factor ----------- -------- ------ None FENESTRATION SURFACES Fenestration Name -------------- Zone = HOUSE F11F F12F F13FRTDR F21F F22 L11 L21 Bll B12 B13 B14SGD B15FRCH B16 R11 R12 Total Tru.;,, . ,,rSlr Construction Rval Azm',T1t.,Gns Type Location/Comments - - - - - - - (It- -�i - - - ------------ -------------------- 11 270 .90.,Yes W13.2x4.16 Outside 20 -- 180 No FX19.2x8.16 Crawlspace 32 - O.,Yes R30.2x4.24 Attic Insul Insul . ;.,Depth.-,, R-val (in),,Location/Comments, ----- ----� ---------------------------------- Area Tru Open Frame Type (ft2) Azm Tlt Type, Type ---- ----- --- --- .----- '-- -------- Wind 6.5 180 Wind 6.7 180 Wind 20.0 180 Wind 31.0 180 Wind 25.0 180 Wind 9.0 90 Wind 25.0 90 Wind 17.5 0 Wind 16.0 0 Wind 16.0 0 Wind 40.0 0 Wind 16.7 0 Wind.. .21-Q., 0 Wind 12.0 270 Wind 3.0 270 GLAZING CHARACTERISTICS Glazing Charactr Name Comments ------------ ---------------- 90 Fixed., :,,Vinyl STD.FIXED 90 Fixed 1.90 1-tVinyl STD.FIXED Charactr Hingedj;{Wood/Div # of STD.DOOR 90 Slider. Vinyl STD.OPER 90 Slider Vinyl STD.OPER 90 Slider Vinyl STD.OPER 90 Slider Vinyl. STD.OPER 90 Slider Vinyl STD.OPER 90 Slider Vinyl STD.OPER 90 Slider Vinyl STD.OPER 90 Slider Vinyl STD.OPER 90 Hinged Wood/Div STD.DOOR 90 Slider Vinyl STD.OPER 90 Slider Vinyl ---STD.OPER 90 Slider Vinyl STD.OPER 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.FIXED Clear 2 0.510 0.870 Standard 0.680 None 1.000 STD.DOOR Clear, 2 0.500 A.870 None 1.000 None 1.000 STD.OPER Clear 2 0.530 Q.870 Standard 0.680 BugScrn 0.757 COUNI0"APPMOVEt M COMPUTER METHOD SUMMARY Page 3 C -2R Project Title: BLACK 1624s (BASE CASE) Run: 842 20 -Feb -01 OVERHANGS Fenestration Name Height Width F11F 116" Above 414" Left F12F 618" Depth 1'0" F13FRTDR 618" ------ 14'0" 310" --------- F21F 512" 6'0" 1410" F22' 5'0" •510" L11 3'0" 3'0" L21 510" 1717" 500" B11. 3'6" 23'0" 5'0" 310" B12 410" 110" 410" 510" B13 4'0" 210" 410" 11 B14SGD 618"• 6'10" 21011 B15FRCH 618" 2'6" B 1 6 31611 61011 Rll 3'0" 510" 4'0" R12 110" 3010" 310" 1810" Eli FINS Left Fin Right Fin -------------------------- -------------------------- Fenestration Exten Dist Exten Dist -------------- ------------- Fin Fin above to Fin Fin above to Name Height -..Width Depth Height glzng glzing Depth Height glzng glzing ------------ ------ ------ ------ ------ ----- ------ ------ ------ ----- ------ None THERMAL MASS 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 Af-V:t Above Left Right Depth Glazing Extension Extension ------ 14'0" --------- 7" ---.---.--- 11'5" .--------- 1613" 1410" 214" 1415" 1617" 1400" 214" 11'5" 1717" 210" 110" 23'0" 310" '210" 110" 510" 2210" 210" 11 0" 410" 1710" 21011 61411 "' 19,011 9'0" •16'0" 210" 1'0", 42'0" 510" 290" 11 0" 3010" 1810" 210" 11 0" 26'0" 2210" 21011 '0" 11011 201011 26'0" 210" 11 0" 1410" 3516" 210" 1'0" 610" 4090" 2'0" 614" 15101'' 1710" 210" 6'4" Y 1010" 2310" .. FINS Left Fin Right Fin -------------------------- -------------------------- Fenestration Exten Dist Exten Dist -------------- ------------- Fin Fin above to Fin Fin above to Name Height -..Width Depth Height glzng glzing Depth Height glzng glzing ------------ ------ ------ ------ ------ ----- ------ ------ ------ ----- ------ None THERMAL MASS 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 Af-V:t COMPUTER METHOD SUMMARY Page 4 I C -2R Project Title: BLACK 1624s (BASE CASE) Run: 842 20 -Feb -01 HVAC SYSTEMS System Name -------------- Zone = HOUSE GasFurn.80 ACsplit10 Duct Location System Type Efficiency and R -value -------------------------- ---------- ------------- Furnace 0.80 AFUE Attic R-4.2 Air cond.*-- central split 10.00 SEER Attic R-4.2 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 HYDRONIC DISTRIBUTION AND TERMINALS System/Name Type Number -------------- ------------- ------ None SPECIAL FEATURES, REMARKS, AND NOTES Pipe Pipe Insul run (ft) diam (in) thck (in) -------------------------- Insul 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. 966ting duct register location: Ceiling. ! 3. C6O1ing duct register location: Ceiling. �=LiR ----------..e�77------------ --------------------------------- ---- ------ w,� Solar savings Solar system Wood stove Wood stove System Name ------------ fraction ------------- type ------------ boiler? boiler pump? ---------- 40g.W/H -- -- ------------- No No WATER HEATER/BOILER DETAILS Rated Pilot Water Recovery Input Standby Tank Light Heater Name ------------ Efficiency AFUE ----.------ ---- (kBtuh) ------- .... Loss R, -value (Btuh) -------------- Std.40gW/H 76% -- 28.00 ------ -- -- -- HYDRONIC DISTRIBUTION AND TERMINALS System/Name Type Number -------------- ------------- ------ None SPECIAL FEATURES, REMARKS, AND NOTES Pipe Pipe Insul run (ft) diam (in) thck (in) -------------------------- Insul 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. 966ting duct register location: Ceiling. ! 3. C6O1ing duct register location: Ceiling. �=LiR ----------..e�77------------ --------------------------------- ---- ------ w,� MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 1 iL. MF -1R j Project Title.......... MASTER PLAN Date........ 01/01AM Project Address........ MASTER PLAN ------------------'-- CHICO, CA. Documentation Author... BOB METZGER 865-9688 ; Building Permit # ; Company ................ BOB METZGER 0 D S i Telephone .......:...... 865-9688 or 342-9688 ; Plan Check / Date ; Compliance Method...... ���� 2� Ga;�U ; Field Check/ Date ; Climate Zone........... 11 PJV�L 1•i4. a ------ ij------------ ------------------ ---------------- Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as binding minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. Ir„�-,tel BUILDING ENVELOPE MEASURES Nesi'gn- -------------------------- nforce- er went *150(a): Minimum R-19 ceiling insulation. 150(b): Loose fill insulation manufacturers labeled R -Value . tt *150(c): Minimum R-13 wall insulation in framed walls (does not apply to exterior mass walls). *150(d): Minimum R-13 raised floor insulation in framed floors; minimum R-8 in concrete raised floors. 150(i): Slab edge insulation - water absorption rate no greater than 0.3%, water vapor transmission rate no greater than 2.0 perm/inch. 118: Insulation specified or installed meets CEC quality standards. Indicate type and form. 116-17: Fenestration Products, Exterior Doors and Infiltration/ exfiltration controls a. Doors and windows- between conditioned and unconditioned spaces designed to limit air leakage. b. Manufactured fenestration products have label with certified U -value, and infiltration certification. c. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. 150(8): Vapor barriers mandatory in Climate Zones 14 and 16 only. 150(f): Special infiltration barrier installed to comply with Sec. 151 meets CEC quality standards. 150(e): Installation of Fireplaces, Decorative Gas Appliances and gas logs 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door b. Outside air intake with damper and control i c. Flue damper and control 2. No continuous burning gas pilots allowed. E to L- i '_= -�-------ted 110-13: HVAC equipment, water heaters, showerheaas ana faucets Lam' certified by the CEC. 150(i): Setback thermostat on all applicable heating systems. E__ LL 150(j): Pipe and Tank insulation 1. Indirect hot water tanks (e.g.; unfired storage tanks or backup solar hot water tanks) have insulation blanket (R-12 or greater) or combined interior/exterior insulation (R-16 or greater). 2. First 5 feet of pipes closest to water heater tank, non - recirculating systems., insulated (R-4 or greater). 3. All buried or exposed piping insulated in recirculating sections of hot water system. 4. -Cooling system piping below 55 degrees insulated. 5. Piping insulated between heating source and indirect hot water tank.-� *150(m): Ducts and Fans 1. Duct's constructed, installed and sealed to comply with UMC sections 1002 and 1004; ducts insulated to a minimum installed value of R-4.2 or ducts 'enclosed entirely within conditioned space. 2. Exhaust fan systems have backdraft or automatic dampers. 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. 114: Pool and Spa Heating Systems and Equipment 1. System is certified with 78% thermal efficiency, on-off switch, weatherproof operating instructions, no electric resistance heating and no pilot light. 2..System installed with: a. At least 36 inches pipe between filter and heater for future solar heating. �. Cover for outdoor pools or outdoor spa. 3. Pool system has directional inlets and a circulation ����////�� pump time switch. tAJ A 115: Gas-fired central furnace, pool. heater, spa heater or household cooking appliance have no continuously burning pilot light (Exception: Non -electrical cooking appliance with pilot ( 150 Btu/hr.). �v LIGHTING MEASURES --------- - -- Design- Enforce- er vent 150(k): 40 lumens/watt or greater..for general lighting in kitchens and rooms with water closets; and recessed ceiling fixtures.IC (insulation cover) approved. ' ...... 5� E544 i E •A'TT CA-eb _ To __.......:..::....:....:_ ..:;-. T -- .--'Be aware thatglazing units (including doors with . glass) must have.permanent NFRC labels. Glazing labels will be Checked against the Title 24' calculations at the time of framing inspection. • If the installed U -value is of a lesser value, the Title 24 calculation's must "be redone, and appropriate changes made to•`the' r �r,i� structure (e.g.,-.this may include additional insulation, addition of screening devices, reduction of window sizes, etc.). "�;•% - e,�. a .. Note that an Installation Certification Form CF -6R is required;to beLt;y.: postedca at the residence proper to the issuance of a Certifit'C' of:mr Occupancy. This is in addition to the'Insulation'Certificate' L J4 IF APPLIES GENERAL NOTES SHEETE 1. ALL PENETRATIONS THRU THE BUILDING ENVELOPE (CLG. WALLS AND FLOORS)m 6E CAULKED, SEALED OR WEATHER STRIPPED. SHIM SPACES AROUND EXTERIOR DOORS OF THE BUILDING ENVELOPE TO BE INSULATED. 2. ALL EXTERIOR PANELS EDGES TO BE CAULKED-.- 3. AULKED:3. ANY ACCESSESS TO ATTIC SPACE OR CRAWL SPACE FROM CONDITIONED SPACE TO BE FULLY WEATHER STRIPPED. 4. EXHAUST FANS TO HAVE BACKDRAFT DAMPERS. 5. FIRE PLACES TO HAVE. a) O.S. COMBUSTABLE AIR TO F.P. BOX W/ MIN. DUCT CROSS-SECTIONAL AREA OF 6 SO..INCHES_b) DAMPERS TO 'DUCT ACCESSABLE FROM INSIDE F.P. AREA c) FLUE .DAMPER_..T I GH ..-FITTING 8 . . READILY ACCESSABLE d) TIGHT -FITTING F.P. DOORS OR HEAT CIRCULATING DEVICE. 6. A/C DUCTS TO BE INSTALLED PER IVR+ U.M.C. 8 INSULATED (i- .INSUL.-. GAS EQUIP.) 8 (2" INSUL.-HEATPUMP EQUIP.) 15# DENSITY TYP. R--. 1JAh.%• 7. MAIN LIGHTING SOURCE IN ALL BATHS 8 KITCHEN TO BE FLOURESCENT OF 4.p LUMENS/WATTS OR GRATER. - 8. FAUCETS 8 SHOWER HEADS TO BE WATER SAVING TYPE 8 CERTIFIED BY C.E.C. 9. W.N. TO HAVE. a) V-6" HIGHT PLATFORM. b) . VENT T HRU ROOF. c) ADEQUATED CONBUSTABLE AIR VENTING- __.._.. d) R-4 INSULATION 5'-0- TO 8 FROM UNCOND. SPACE. e) R-12 INSULATION WRAPPING. P 1r,VI.DtU�D !$Y mkwo f) R-4 INSULATION ON CIRCULA ING SYSTEM. g) CERTIFIED BY C.E.C. 10. GAS COOKING APPLIANCES NOT TO HAVE CONTINUOUS BURNING PILOT LIGHT. 11. A/C UNIT TO HAVE a) SIZED 8 CERTIFIED BY C.E.C. b) SET-BACK..THERMOSTATS. 12. INSULATION INSTALLER TO BE CERTIFIED BY STATE 8 LOOSE FILL INSULAT- ION TO HAVE MANUFRS•.LABLED R=VALUE 13 BUILDER TO SUPPLY TO OWNER ALL INFO. PERTAINING TO THE OPERATION OR TREATMENT OF ALL APPLIANCES 8 DEVICES RELATED TO ENERGY OR WATER USE. 14. ALL WDOS. @ CONDYTIONED SPACED DUAL -PANE. DOORS 8 WDOS. TO BE FUL- LY . 1 WEATHER STRIPPED.*. 15. CAULK BETWEEN BOTTOM PLATE AND CONC..FLOOR. 16. PROVIDE INSULATION BAFFLES @ EAVE BLOCK VENTS. 17. USE ELECT. OUTLET GASKETS @ O.S. WALLS. 18 WATER HEATER TO HAVE P -T VALVE WITH DISCHARGE TO OUT SIDE. 19. REF. FRZRS. FLUR. LAMP BALLAST TO BE CERTIFIED BY C.E.C. CON TRACT- OR -OWNER TO SUPPLY MAKE AND MODEL. G-�, ;_•.�4 „ OVA ApmLtov" v,.4. ./ LONGFELLow LUMBER CO. ■ Quality Truss Design ■ Roof & Floor Systems (800) 678-0112 (530) 893-0112,D FAX (530) 893-0140 89 Loren Avenue Chico, CA 95928-7434 Customer: .J M�c�C�c Address: ?0� 7 4Z � Ivnl T C AP#: INC. Job No: /�,,2 q Alpine Engineered Products, Inc. Christian W. Chappell 8351 Rovana Circle Sacramento, CA 95828-2522 (916) 387-0116 Timber Products Ins ection Inc. P.O. Box 20455 �G EPAH-WERT* Portland, OR 97220 (503) 254-0204 P V� ri LONGFELLOW LUMBER CO. INC. Quality Truss Design • Roof & Floor Systems (800) 678-0112 (530) 893-0112 • FAX (530) 893-0140 89 Loren Avenue Chico, CA 95928-7434 Important Information for Users of Wood Tr usses Longfellow's goal is to supply superior quality trusses. Sensible truss designs, the best available lumber and exacting workmanship are the key ingredients of our quality control program. (Once trusses arrive at the job site, quality control becomes the responsibility of the builder.) For best results we suggest: DO'S DON'TS ❑ Do review your field copy of truss engineering for important bracing, ❑ Do Not cut, notch or drill chords or webs of trusses. bearing and connection details. (Exceptions will be clearly marked on engineered drawings.) Do review the HIB -91 Summary Sheet's recommendations for handling, installing and bracing of wood trusses. ❑ 'Do install roof sheathing ASAP. Trusses hold their profiles best when they have been plumbed and braced with roof sheathing. Especially in hot weather, we recommend sheathing be applied over as much of the building as possible before installing outriggers and gable -end siding. ❑ Do inspect trusses for missing plates or broken lumber. Report defects to Longfellow immediately. ❑ Do secure tails with fascia board. In recent years, the production of lumber from second -growth timber has resulted in an increased tendency for unrestrained tails to twist. We recommend a sub -fascia be installed behind gutters. ❑ Do. call Longfellow if you have questions or need additional information: ❑ Do Not cut or remove plates. ❑ Do Not overload single or groups of trusses with plywood, roofing, tools or other construction materials. ❑ Do Not make field repairs without written approval from Longfellow Lumber Co. ❑ Do Not load HVAC units, solar equipment,. fire sprinklers, etc. on trusses unless truss engineering has been designed to accomodate the specific point loads. BEFORE INSTALLING: Make certain truss sequences and end -for -end orientation are correct. r FILE 1 --lo . 46? 02/24 '01. 06:4: I D : LOkJG E LU -,j LUMBER. CCi. F4.` : F>K 89'3 0140 PPGE 2 m � F � U G` ii... � Y NEI OR immial almolmolig 9 MA IE � Y 9 MA GABLE END DETAIL STRONGBACK (NAIL 10 LEDGEI (BRACED AT 55' LEDGER (NAIL TO VERTICAL W/2-I0d NAILS) (K) SPACING FO; REFER TO SI PRODUCT ATI A35 IN FI I TATS DWG, PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. (PI) �� (N) (G) (N) 161O.0 MAX (SI ) (M) 2X4 F.L. OR H.F. 12 OR / BTP. SIRONGDACK BRACE SI (PI) PEAK PLATE TO HATCH COMMON TRUSSES. (SI ) SPLICE PLATE TO HATCH COMMON TRUSSES. (HI) KEL PLATE TO MATCH COMMON TRUSSES. (0) OPTION 10 WEB FLAP ING. USE (3)-2' WIRE STAPLES (0.072 OIA./15 GA.) TOENAILED THRU CHORD INTO WEB L 1HRU WEB INTO CHORD ON ONE FACE FOR A TOTAL OF 5 STAPLES. (PI), (SI ) L (III ) MUST BE PLATED. (G) GABLE ENO DESIGN BASED ON 75MPH WIND LOAD, EXPOSURE 'B' AT 0-25 FT. MEAN HEIMT. , BRACED AT 55' O.C. (C) IX4 CONTINUOUS LATERAL BRACING FOR BRACE (STRONGBACK) MEMBER LONGER THAN 72'. ATTACH AT MIDPOINT OF- EACH GRACE W/2-Bd CCOMIMON NAILS. 24' MAX -," /GABLE ENO NOTE: CHORDS TO BE 2X4 FIR -LARCH 12 MIN. NOTE: T141S DETAIL MAY BE USED FOR ' TRUSSES WITH PITCHED D.C. ALSO. PLATE MAX. WEB LENGTH 1X3• 2-8-0 2X4• 8-1-0 3X4• 13-6-0 OUTLOOKER PLT TYP. Wave TPI -95\11 • Design Criteria: TPI-95(STD OUTL00KER CRITERIA 3.5' MAX. IYP. IIOTCH 0 24' O.C. I.5' MAX. 12' MIM 24' MAX 2X4 F.L. LUMBER GRADES MAX. LENGTH WITHGUT BRACING (N) MAX. LENGTH W/ STRONGBACK BRACE (S) STANDARD 5-11-0 II -10-0 DRW CDT 12 • S E QN - 25458 D UR . FAC. 1.15 FROM P D C S PAC I NG 11 7-9-0 15-6-0 11 6 BETTER. 7-9-0 15-6-0 SS 7-9-0 15-6-0 O Q Q 0 Q Q T'+ O ALPINE __j r7 ^ ,y ••YARNING• -TRUSSES REQUIRE (IIA(ME CANE 11 FABRICATION. HANDLING. SPPING. INSTALLING AND BRACING. R[FER TO HE -91 (IT HINOTING INSTALLING AND BRACING), PUBLISHED BY IPI (IRUSS PLATE INSIIIUI[. 661 O'ONOF10 ON., SUITE 100, MADISON. YI 6]119). FOR SAFETY PRACTICES PRION 10 P(AFONNIAO !NESE FUNCTIONS. UNLESS OIH(RYISE INDICATED, IOP CHORD SHALL HAVE PROP[ LY AIiACHED SIRUCIUAAI PANELS. 901109 CNOAIT SHAH HAVE A PROPERLY ATTACHED 91010 CIELINO, ••IMPORTANT•• FURNISH A COPY OF THIS DESIGN 10 INE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PAODUCIS. IMC. SNALI NOT B[ RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE 10 BUILD INIAUSS[5 IN CONN O0.NANC( YIIN I►1: OR FABRICATING. HANDLING, SHIPPING, INSTALLATION 00. BRACING OF IRUSSfS. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN TCAIIOA PUBLISHED BY TN[ AMERICAN FOAf51 ANO MPEA ASSOCIATION) AND IPI. AL►IMt S►(CIFNot MADE OF A AS EACH FACE OFNTRUSS. AND UNLESSOTHERWISELOCATED On THIS DESIGN. POSITION CONNECTOR$ PE0.AS 10 :RAVINGS I)0, ISO AND 160 A•F. AN ENGINEER'S SEAL ON IRIS GRAYING APPLIES ONLY 10 IN[ DESIGN OF IN IA USS .'11O Cl. M[N( AND SMALL NOT BE ALLIED UPON IN ANY OIHER WAY. QROFESS/py Yt.� '� ,��� 1\t�N W y ,.�, m t..s * * self ClYl1 ��\P pf CALIF TC LL 30.0 PSF TC DL 15.0 PSF OC DL PSF 8 C L L 0.0 P 5 F T 0 T . L D . 50.0 PSF REF R992. , DATE 03/19/98 DRW CDT 12 • S E QN - 25458 D UR . FAC. 1.15 FROM P D C S PAC I NG 01111111 CLB WEB BRACE SUBSTITUTION THIS DETAIL IS TO BE USED WHEN CONTINUOUS LATERAL BRACING (CLB) IS SPECIFIED ON AN ALPINE TRUSS DESIGN BUT AN ALTERNATIVE WEB BRACING METHOD IS DESIRED. NOTES: THIS DETAIL IS ONLY APPLICABLE FOR CHANGING THE SPECIFIED CLB SHOWN ON SINGLE PLY SEALED DESIGNS TO T -BRACING OR SCAB BRACING. ALTERNATIVE BRACING SPECIFIED IN CHART BELOW MAY BE CONSERVATIVE. FOR MINIMUM ALTERNATIVE BRACING, RE -RUN DESIGN WITH APPROPRIATE BRACING. WEB_ MEMBER SPECIFIED CLD ALTERNATIVE BRACING SIZE BRACING T OR L -BRACE SCAB BRACE 2X3 OR 2X4 I ROW 2X4 1-2X4 2X3 OR 2X4 2 ROWS 2X8 2-2X4 2X8 1 ROW 2X4 1-2X8 2X8 2 ROWS 2X8 2-2X4(*) 2X8 I ROW 2X6- 1-2X8 2X8 2 ROWS 2X8 2-2X8(*) T -BRACE, L -BRACE AND SCAB BRACE TO BE SAME SPECIES AND GRADE OR BETTER THAN WEB MEMBER' UNLESS SPECIFIED OTHERWISE ON ENGINEER'S SEALED DESIGN. (�) CENTER SCAB ON WIDE FACE OF WEB. APPLY (I) SCAB TO EACH FACE OF WEB. T ATl rr ALPINE T THC AND T -BRACING OR ' L -BRACING: APPLY TO EITHER SIDE OF WEB T -BRACE NARROW FACE OR L -BRACE ATTACH WITH 16d NAILS AT 6" O.C. BRACE IS A MINIMUM 807 OF WEB MEMBER LENGTH . SCAB BRACING: APPLY SCAB(S) TO WIDE FACE OF WEB. NO MORE THAN (1) SCAB PER FACE. ATTACH WITH 10d NAILS AT 8" O.C. SCAB BRACE IS A MINIMUM 807. OF WEB MEMBER LENGTH QV,OFES, i aIctD � No. C.58 C I IS DRAWING REPLACES DRAWING 579,640 LL PSF REF CLB SUBST. DL PSF DATE 06/25/99 91 DL PSF DRWG BRCLBSUB0699 I]l LL PSF —ENG MLH KAR T.LD. PSF DUR.FAC. SPACING TRUSS BRACING/BLOCKING DETAIL THIS OWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TRUES [!RACING/BLOCKING DETAIL (AT SUPPORT) LNOTE: BRACING DESIGNED TO STABILIZE TRUSSES, AND HAS NOT BEEN I DESIGNED TO RESIST LATERAL SHEAR LOADS. (A) 2X4 13 HEN -FIR OR BETTER CONTINUOUS LATERAL BRACING TO BE EQUALLY SPACED. ATTACH WITH (2)-16d NAILS. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT 80111 ENDS 10 A SUITABLE SUPPORT BY ERECTION CONTRACTOR. 1 (M) HEIGHT OF TRUSS AT SUPPORT. rAR (D) 2X4 H.F. 03 OR BETTER DIAGONAL BRACE. APPLY IN PAIRS AT 16-0-0 O.C. ATTACH TO EACH OVERLAPPING TRUSS USING (2)-16d NAILS AS SHOWN. BRACE MAY 6E LOCATED ON EITHER FACE OF VERTICAL. (L) LOADS AS INDICATED ON TRUSS DESIGN. 8 - APPROX. 45' IBB) I I NG SECTION S -S (T) -TRUSSES (P) SHEATHING APPLIED TO TOP CHORD. TRUSS (M) IF TRUSS HEIGHT AT SUPPORT IS 10.0" OR LESS, DIAGONALS NOT REQUIRED. (BB) BLOCKING TO BOTTOM CHORD OVER SUPPORT. II.F. 13 OR BETTER 2X SIZE OF BOTTOM CIIORD. PLT TYP. Wave TPI -95 Design Criteria: TPI -95(! O Q O O ••YARNING•• TRUSSES REQUIRE EXTREME CARE 11 FABRICATION, HANDLING. SNIPPING, INSTALLING AND BRACING. R[F(R 10 NIR•PI (HANOL !AG INSIALLING ANO BRACING), PFBLISHID BT TPI (TRUSS PLATE Q O II IITU T 1. 68] D'0ROFIO DR., SUITE 200, MAOI SON, WI S071R). FOR SAF(IV IA AC TICS PA100. 10 /(:FORMING 1H(SI FUNCIIONS. UNLESS OINERWISE IRDICATIO. IOP CHORD SHALL NAY( PROPERLY AIIACNED Q Q SIRUCIURAL PANELS. BOTIOM CHO:D SHALL HAVE A PROPERLY ATTACHED RIGID CIELIMG. .!'IMPORTANT FURNISH A COPY OF THIS DESIGN TO IN( INS IALLA110N CONTRACTOR. ALPINE ENGINEERED O ALK ^ Q PRODUCTS. INC. SHALL 10I BE R(SPONSIBL( FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE 10 O�TR�'BUILD IN[ TRUSSES IN CONFORMANCE NIIN f11: 00. FABRICATING, HANDLING, SHIPPING, INSTALLATION OR BRACING OF I:USSIS. TNIS DESIGN CONF OAKS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICAIION ►UBIISM[0 BY TNI AM[AICAM FON(SI AMD ►A►[: ASSOCIATION) AND I►1. ALPINE USS CON (CIONS LACAR(NAD( OF TOGA ASiN A6SX GRI7 GAU'. ST((L, IICIfI AS NO 1(0. APIIT CON N(C100.S 10 PRAVINGt(OF 1X0. 1160 SAN DN 160NA[FS DAM[ JIG INI(NCSIED 00 SEAL .1 NIS 1NIS(SIGN. POSITION DRAWING AFFW(SCONLYC TO THE DESIGN OF IN[ TRUSS GLOWED IED NINE A1 O SNALI N01 Or R(l l[D UPON 11 ANY OIN(R. WAY. 18.20 CA - 1 - - R - Q�praESS10 * sl CIV�� p��� TrEOFC���E TC LL TC DL BCDL (L) LL TOT.LD. DUR.FAC. - SPACING SEE ABOVE REF R427 DATE 1/12/94- /12/94BC DRW 3.048.634 CA -ENG / CWC VcLn11 for fobricatlon of bottom chord filler to be used to produce a flat bottom chord of variable leltyt.11. Refer to appropriate Ileslyn for lumber, plates, and Wier data trot shown here. (A) 1X4 conLlnuous Intcrnl broclny ( 61-U" U.C. (minx.). Attach with 2-1k1 nails. Furnish copy of this drnwioy to erectlon coTItroctor so he will know of Lhl.s. requlrement. (I) REV. / SM / 1/5/92 (DRAWING NLIMUER) (2) REV, 1/21/93 OR (VERFICAL) (3) REV. 7/7/93 ITI (MAX. FILLER OPEN PANEL) 1 �, , 1,111111 ' Truss Span PLA1E TYPE ALP111E FURNISH A COPY OF TIIIS DESIGN TO ERECTION CONTnACTOn WARNING: trusses nEOUInE DESIGN CRIT, UBC REF: 5136 R427 IMPORTANT: WINE E 1141114101111 PITUIRIC Is. ITIC.. ExtnEMECA11EINIIANDUNO.EIIECIION AND s11Atl tin UE nEsl'UNSIULE FUnANY UI:VIAtInNinoM IIIEsE OnACINO. SEE 'BWt•111' 1011ACIIIG WOOD SPECIFICATIONS On ANY OCVIAIION FIIOAJ Iles U1SInt1 all ANY inussES: COMMENFAIIY AND nECOA1MEN• E0IU TC LL: PSF DATE: 7/19/88 -- FArtinTE 10 UUnD ME DATIONS SEE Tins vESIONFOnAODI• Q,q` �• Q MUSS W CnNFOIIMANgE MITI 111E -•'IFIL ��- 'aUAI ItY COIJtItOI MANUAL IIY 11'1 At PILAF CUNNECIOIIS AIIE 110NA1 9PEf.IA1. PEIIMANENt BIIACINO Jy TC DL: PSF ��' CD 106 I / MAFJIIFACIIIIIIO _ � ^ ' MUM 70 GAUGE IIAIVAMZCV STEEL UNLESS nEO111IlEMENIS.tINLESSOIIIEIIWISES11OWtJ, MEETING IIEGUIIIEMENIS TOP OIIOFIO SIIALL PE O1IACED �(v4 y,`� DL: PSF ENO: I'll J — OnQNWISE SIIOMJ. Of ASTM AJIS LATEIIALLY h a S.Q ' OnAUEA.APPLYCONHECIUIIS10110111FACESAIEACIIJOINt W1111PnOPEnLYAITACIIEOPLYW000SIIEA• AND LOCAIE AS SIIOWN. BEA111110 WIOIIIS AIIE 4' NOMINAL nmNo, sot iom CIIOno Mill 111011 CEILING W v 1b. 1 fOT, LD: PSF O/A LEN: VARIES * TRUSS VAIIIIAPI-IICACtEPnOVISIONSOFEM�s.o ANUI Ii 3ois nPCOEo. NOT USE11nnm an 8DESAS IONCW1 SPECIFIED EnEFAnbANI InEAIED LUMDEIL •1P1. MUSS KATE INSTITUTE: NOS -i NATIONAL DESIGN SPECIFICATION run wool) CUNSt11UCil0N, d i10. 63010, OUR. FAC: % PITCll: VARIES * crv�� 4�`� SPACING 24.0" O.C. TYPE: DCTAIL CALIFORNIA. PERMANENT BRACING START OF TOP CHORD FLAT TOP CHORD. PURLINS. EX TENSI) NS. (SLOPING\ (TYPICA% /(CONTINUOUS, N1 H1 Y * SET A BACK HIP PERMANE START OF TOP CHORD EXTENSIONS. (SLOPING 7'0 FLAT) ROOF SHEATHING PERMANENT DIAGONALS FORM BRACED BAY. REPEAT AT ALL HIP ENDS, MAXIMUM INTERVAL EQUALS 20'. (NOTE: THE IST BAY OF' PERMANENT DIAGONALS FORMING BRACED BAY AT THE ql HIP CAN HE EXCLUDED WHEN ALL OF THE FOLLOWING CONDITIONS ARE MET: 1) THE CONTINUOUS TOP CHORD PURLINS ARE ATTACHED TO THE FLAT TOP CHORD OF THEq1 HIP. 2 THE END JACKS ARE SHEATHED WITH PROPERLY ATTACHED STRUCTURAL PANE .) SEC'T'ION A -A FIELD APPLIED OR BUILT-IN CRIPPLES CRIPPLE IN PLANE OF TRUSSES CRIPPLE SCOMMON SPACING SETBACK * (B) II (B) 11 (B) (D)II (B)• (D l/(B) PURLINS SPACED 24"O.C.• TYP. (CONTINUOUS 2X4) .(C) CRIPPLES SPACED 48" O.C. 'IYP. (D) BUILT -1N FILL CRIPPLES (HORIZONTAL MEMBER OP'T'IONAL) --WARNING-- TRUSSES REOUIRI AND BRACING. REFER 10 HIB—' PLATE INSTITUTE. 503 D'ONOFF PRIOR TO PLRFORMING THESE F PROPERLY ATTACHED STRUCTUR CEILING "IMPORTANTr )UF ALPINE ENGINEERED PRODUCTS, DESIGN, ANY FAILURE TO BUILI HANDLING, SHIPPING, INSTALLIb I'ROVISIONS OF NDS (NATIONAL PAPER ASSOCIATION) AND Till. EXCEPT AS NOTLD. APPLY COs, THIS DESIGN, POSITION CONNEC ACCEPTANCE OF PROFESSIONAL F BRACING DETA CRIPPLE SUPPORT LAYOUT SETBACK a L SE'T'BACK COMMON TRUSSES CALIFORNIA HIP SYS'T'EM 'TRUSSES #1111P PIT HED AND SHEA'T'HED B `J CHRRU AREA. o -CRIPPLE (C), SUPPORT LOCATIONS. SUPPORTS EXTENDED MEMBERS TO FLAT TOP CHORD (4' O.C. CRIPPLE SPACING SHOWN.) CONNECT CRIPPLE TO FLAT TOP CHORD AND EXTENDED TOP CHORD, USING 3 - 8d COMMON TOE NAILS OR 2 - 10d COMMON NAILS THROUGH FACE. CHORD EXTENSION (TYPICAL) #1 HIP GIRDER SECTION B -B BUILT-IN CRIPPLES OR FIELD CRIPPLE SPACING REFER PU ORIGINAL DRAWING -I FOR CRIPPLE SPACING. �(B) 11#21#31#41#51#6 SEE CA -HIP ENGINEERING FOR JACK 'TYPE USED. NOTE: CONVENTIONAL FRAMING AND/OR CRIPPLES ARE NOT THE NORPOTRUSS FABRICATOR. PERSONS ERECTING THE TPRUSSEST ARER CAUTIONED TO SEEK ADVICE OF A LOCAL PROFESSIONAL ENGINEER REGARDING CONVENTIONAL FRAMING. *NOTE: SEE ORIGINAL DESIGN FOR SETBACK, LUMBER, PLATING, LOADING AND DURATION FAC'T'OR REQUIRED. ']'HIS DRAWING REPLACES DRAWING CD 1 10 ANULINU. 5HIYYINU. INJIALLINU TNG). PUBLISHED BY TPI (TRUSS BRACED BAY * T ' t V A SET BACK ROOF SHEATHING PERMANENT DIAGONALS FORM BRACED BAY. REPEAT AT ALL HIP ENDS, MAXIMUM INTERVAL EQUALS 20'. (NOTE: THE IST BAY OF' PERMANENT DIAGONALS FORMING BRACED BAY AT THE ql HIP CAN HE EXCLUDED WHEN ALL OF THE FOLLOWING CONDITIONS ARE MET: 1) THE CONTINUOUS TOP CHORD PURLINS ARE ATTACHED TO THE FLAT TOP CHORD OF THEq1 HIP. 2 THE END JACKS ARE SHEATHED WITH PROPERLY ATTACHED STRUCTURAL PANE .) SEC'T'ION A -A FIELD APPLIED OR BUILT-IN CRIPPLES CRIPPLE IN PLANE OF TRUSSES CRIPPLE SCOMMON SPACING SETBACK * (B) II (B) 11 (B) (D)II (B)• (D l/(B) PURLINS SPACED 24"O.C.• TYP. (CONTINUOUS 2X4) .(C) CRIPPLES SPACED 48" O.C. 'IYP. (D) BUILT -1N FILL CRIPPLES (HORIZONTAL MEMBER OP'T'IONAL) --WARNING-- TRUSSES REOUIRI AND BRACING. REFER 10 HIB—' PLATE INSTITUTE. 503 D'ONOFF PRIOR TO PLRFORMING THESE F PROPERLY ATTACHED STRUCTUR CEILING "IMPORTANTr )UF ALPINE ENGINEERED PRODUCTS, DESIGN, ANY FAILURE TO BUILI HANDLING, SHIPPING, INSTALLIb I'ROVISIONS OF NDS (NATIONAL PAPER ASSOCIATION) AND Till. EXCEPT AS NOTLD. APPLY COs, THIS DESIGN, POSITION CONNEC ACCEPTANCE OF PROFESSIONAL F BRACING DETA CRIPPLE SUPPORT LAYOUT SETBACK a L SE'T'BACK COMMON TRUSSES CALIFORNIA HIP SYS'T'EM 'TRUSSES #1111P PIT HED AND SHEA'T'HED B `J CHRRU AREA. o -CRIPPLE (C), SUPPORT LOCATIONS. SUPPORTS EXTENDED MEMBERS TO FLAT TOP CHORD (4' O.C. CRIPPLE SPACING SHOWN.) CONNECT CRIPPLE TO FLAT TOP CHORD AND EXTENDED TOP CHORD, USING 3 - 8d COMMON TOE NAILS OR 2 - 10d COMMON NAILS THROUGH FACE. CHORD EXTENSION (TYPICAL) #1 HIP GIRDER SECTION B -B BUILT-IN CRIPPLES OR FIELD CRIPPLE SPACING REFER PU ORIGINAL DRAWING -I FOR CRIPPLE SPACING. �(B) 11#21#31#41#51#6 SEE CA -HIP ENGINEERING FOR JACK 'TYPE USED. NOTE: CONVENTIONAL FRAMING AND/OR CRIPPLES ARE NOT THE NORPOTRUSS FABRICATOR. PERSONS ERECTING THE TPRUSSEST ARER CAUTIONED TO SEEK ADVICE OF A LOCAL PROFESSIONAL ENGINEER REGARDING CONVENTIONAL FRAMING. *NOTE: SEE ORIGINAL DESIGN FOR SETBACK, LUMBER, PLATING, LOADING AND DURATION FAC'T'OR REQUIRED. ']'HIS DRAWING REPLACES DRAWING CD 1 10 ANULINU. 5HIYYINU. INJIALLINU TNG). PUBLISHED BY TPI (TRUSS TC LL PSF I:EF l,f1L1r. onn�.0 DATE 06/2579-9 719) FOR SAFETY PRACTICES ICATED. TOP CHORD SHALL HAVE OFESS/p TC DL PSF HE 1INSTALLAVE A TION CONTRACTOR RLY D RIGID OR ANY DEVIATION FROM THIS TN TPI, OR FABRICATING. IGN CONFORMS WITH APPLICABLE BY THE AMERICAN FOREST AND W 'OGA ASTM A653 GR40 GALV. STEE w Q� y '� = r r BC DL BC LL TOT.LD. * ) PSF PSF PSF ) ORCALHIP0699 DI.WG -ENG AND. UNLESS OTHERWISE LOCATED N .YAFORNTHE TRU STHIS WCOMPONENTING IES * DUR.FAC•. SPACING 71t ANY�PARTICULAR BUILDING CD101 STANDARD JACK DETAIL SPACING e 24" O.C. DEFLECTION CnITERIA: 1.5X3 (LIVE LUAU) RAFTER SLOPES < 4:J2 - L/240 RAFTER SLOPES > 4:12 < 12:12 - L/ 1110 CEILING JOIST - L/240 RAFTER (� IT IS THE RESPONSIBILITY OF 7110 BUILDING DESIGNER A140 -TRUSS FAOIIICATOn TU REVIEW THIS DRAWING PRIOR TO CUTTING LUMBER TO VERIFY THAT ALL DATA, INCLUDING DIMENSIONS AND LOADS. CONFORM TO THE ARCHITECTURAL SPECIFICATIONS AND FABnICATOn'S TRUSS LAYOUT. 2X4 1.50 MAXIMUM CLEAr! SPAN ------- ---_-•-\.nEpuinEo2x4 HEM-FinM-FIR STANDARD .....- IF RAFTER 1.1o•r CEILING .JOIST SUPPURTED AT END RAFTER 'SLOPE 4: 12 nAFTER SLOPE > 4: 12 BUT .�._...L__ 12 CEILING JOIST .LIVE LOAD(PSF) 16 16 30 30 16 16 30 30 { DEAD LOAD (PSF) l0 15 10 15 10 15 10 ori 5 1. DURATION FACTOR 25% 25% 15% 15% 25% 25% 15% 15% 1.00 SIZE GRADE -MAXIMUM CLE/10 SPAN -- I 2X4 ql FL 9-2-0 8-7-0- 7-11-0 7-5-0 -- --- 8-11-0 0-4-0 7-10-0 7_5_0 ------ 8-9-0 ! 2X4 SS FL — 9-6-0_ 0-11-0 - 8_5_0_- _8.0-0_- — — - 9_-3-0--- 0-7-0 •— ;i 0=2-00-- -7-107-Q -- -0 -3-0 1-6-0 -9-0 10-3-0 -------- --- .11=39-=101--02X6 ql FL 12-6 10-9-0 10-2 . ' 2X6 SS FL 13-11-0 13-1-0 11-10-0 11-4-0 12-8-0— 11-11-0 11-4-0 10-10-0 13-11-0 PLT, TYP - ALPINE - - 1 - Rev 17,On >E*IMPORTANT xH:,I.rltc uil"I"I E" "t"un ls. ur.. WARNINGimossF9 IEOUIIIE ERIIIEew C REF R992--90913 O O O O M O dull. unt nor w.rmootslntE fool A It I IIA11H1.111C. EI11C1 loll O CJ J O O nEYIAliotI room lolls OEsIGIt 011 IIESE SI•I:Clrll:Al1U11S. IFI MY MIACIIIG. stE 11111.01 OY Irl. .If lilt S It DATE 02/17/9. O O O C=3 10 00110 IIE (MISS III COIFt),04 1A:E MIM OSIOn Of 11'1. loll An011ltt11AL SPECIAL ITIMAIIE111 nl1AC I= .O CI r1 ALrIuE CaAf1417111110clonS Art( KAUE of ROLA GAIV. SIM 11110 ASIN cluom.1E104,t S. U5s "IIf11NlSE uA11CA. lio• .yy�L ORW CD101 O O O O • AAA6 Gro 6 EAC1rl AS 110110. APrlf CMAItCIMIS 10 CACII ME Or pUlo SINK. OE 1,AICIIAI.I Y OIIACF.II of let I �Ti , JACK DETAIL O ALPINE O MISS At o IHRESS GnE1MISE MAIM al loll% OISICtI rOslllOf tf AMCIEO rLY111N10 Nf:4111111G. MIMI HIO !" CA -ENG JS o r= COu[CIOIIS rtn onAMIIWS 130. I50 c IGOA•f. OLSIGII SIANIMUS Willi nM11'[111' AIIACIEI) Alr.ul GE11.ulu -- f1 Co1rOng ■/Ar1EICAnLE nA1rMINIS 11` PIeS t tet, All rnu.rUE [INJI •s IECIrIICAL MHAlf. 111/11/91111/11/91111/11/911111 n l 1`411ot c!V 1I o TRUSS Still. a1 Illls OIIANIIIG Ar -111,11.5 to lilt r.I>,0.1Afu1 olrirtln 1uE MIrMA1L Ar11.ICA111111, 1`1101111M A Cn1'Y Or urns �I�TE OF C���E� tl IN alt Y• Attl SnAtL loll OE lltUl" Unpl III Alit nnfn Nu• _ IKSIMI to ME unr,S UOC111.t CIAIIIIACIIHI. r-) r=l O -- --- •••u•1 - n.fs% rl Atr uttlluno, In: - lool uA11nnAI Itt'sll;ll •r•r1;t11r.Allnit root Mn11111:t11KIr11Ci11111 ' n A C to X) to to N 0219 -BLACK JIM / 1624 - Al COM 11 TOP CHORD 2x4 DF -L #1 Is,.OT CHORD 2x4 DF -L #1 WEBS 2x4 OF -L Standard LC.' 'LATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. co rn 0 CV O Z F-^ 0 o w i z W3X6(Al) = W2.. 5X4 = z w w 18-0-0 I 36-0-0 Over 2 Supports R-1184 W=3.5' IlA PLT TYP. Wave TPI -95 R Design Criteria: TPI STD "WARNING-- TRUSSES REQUIRE EXTREME CARE IR FABRICATION, MARBLING, SHIPPING, INSTALLING AND BRACING. REFER TO HID -91 (HANDLING INSTALLING AUD BRACING). PUBLISHED BY "I (TRUSS PLATE = INSTITUTE. 583 O'ONOFRIO OR., SUITE 200, MADISON, V1 53719). FOR SAFETT PflACTICES PR 10R TO CV PERFORMING THESE fUNCT1(INS. UNLESS OTHERWISE 1NDICAT[0, i0P CNO&D SHALL NAY, PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. Qj 'IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO ^� 8UILO THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND ALPINE BRACING OF TRUSSES. THIS DESIGN CONFOflMS WITH APPLICABLE PROVISIONS OF RD$ (NATIONAL DESIGN C-3 SPECIFICATION PUBLISHED BT THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE rte,- CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 QALY. STEEL. EXCEPT AS NOTED. APPLY CORRECTORS TO EAC HFACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER ORA NINOS 160 A -I. THE SEAL OH THIS ORAVIIIG INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING P Al 1ne Engineered ProducLS, Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS SOCIBU11. CA 95828 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TPI 11995 SECTION 2. THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC @ 24.00" OC, BC @ 72.00" OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. W5X6 = AI W5X8 = 1,12. 5X4 Em • W3X6(A1) = TQ_FT_ `, T E 2-0- r , my R=1296 19.4a CA 1 - - - F FES S/pl, TC LL 16.0 PSF 1 �y TC DL 10.0 PSF i o1 ,e BC DL 7.0 PSF 5 BC LL 0.0 PSF * TOT -LD. 33.0 PSF Com' OfCA1 DUR.FAC. 1.25 SPACING 24.0" I Scale =.1875"/Ft REF R427--19335 DATE 02/19/01 DRW 6USR427 01050033 CA -ENG LVT/CWC SEON - 26276 FROM KO (BLACO219-BLACK JIM / 1624 - A2 SCISS ITOP CHORD 2x4 DF -L #1 :T1 2x4 DF -L #1&Bet.: Lr,30T CHORD 2x4 DF -L #1 :B1 2x4 DF -L #1&Bet.: WEBS 2x4 DF -L Standard :W6 2x4 DF -L #1: _SLATES DESIGNED FOR GREEN LUMBER PER NOS -97 TABLE 7.3.3. 9L. (DEFLECTION MEETS L/240. -OO LIVE AND L/180.00 TOTAL LOAD. co rn 0 N O WUX W2.5X4 5 F— E- WI .5X4 a Q x T1 3 c, HS2512 B1 W2.5X4 w C-> WM (A1) z w w• z W 2 . 5 X 4 THIS OWG PREPAREO FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. CALCULATED HORIZONTAL DEFLECTION IS 0.13" DUE TO LIVE LOAD AND 0.14" DUE TO DEAD LOAD. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC @ 24.00' OC, BC @ 72.00' OC. 10 PSF BC LIVE LOAD PER UBC. W4X4 W2.5X4 W 4 X 4 --- W1 .5X4 III A a I 1-10-1 *10-3-0 \"l ¢ I y18-0-0 9-0-0 P- o�. CT L27 0 C=)N PC77 O w w 27-0-0 Over 2 Supports � 'P � � R=901 W=3.5` O CWPAR R=881 W=3.5 h Stre ALPINE Alpine Engineered Products, Inc. Sacramento, CA 95828 Ith,Wave TPI -95\R_ Design Criteria: TPI(STD •WARN ING • TRUSSES REQUIRE EITREME CARE IN. FABRICATION. HANDLING, SHIPPING, INSTALLING AND B1ACIH6. REFER TO 11111.91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 503 D'ONOFRIO DR.. SUITE Z00. HAD ISON. WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING TNESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SMALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. *IMPORTANT'• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILO THE TNUSSES IN COMFORMA RCE WITH TPI; OR fABRICATING, IIANOLING, SHIPPING. INSTALLING AND BRACING OF TRUSSES. INIS DESIGN CONFORMS WITH APPLICABLE PNOV 1510NS OF NDS (NAT CONAL DESIGN SPECIFICATION PUBLISHED BY THE AMIN]CANFOREST AHD PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF ZOGA ASTM A653 OR 40 GAL V. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-]. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ERGINEERIH6 RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING 15 THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI I7PI I. 1995 SECTION 2. i=.'25" Ft. 19.4a F TC LL 16.0 PSF REF R427--19337 Q M. e, TC OL 10.0 PSF DATE 02/19/01 9 BC DL 7.0 PSF DRW CAUSR427 01050035 �' '� BC LL 0.0 PSF CA -ENG LVT/CWC 63020D1 * TOT.LD. 33.0 PSF SEON - 26285 DUR.FAC. 1.25 FROM KD SPACING 24.0" aFCA1 (BLACO219-BLACK JIM / 1624 - AJ SCISS w TOP CHORD 2x4 DF -L til&Bet. :T2, T3 2x4 DF -L �1: v ,2 11007 CHORD 2x4 DF -L #]&Bet. :82, 3.3 2x4 OF -L '#I: LL r NESS 2x4 DT -L .Standard :46 2x4 OF -L #1: � FILLER 9x4 DF -L �I ly PLATES DESIGNED FOR GREEN LUBBER PER NOS -97 TABLE 7.3.3- �1 ;- )EFLE4:TION FLEETS L.1240.00 LIVE ANG 1-/180.00 TOTAL LOAD.- 10 PSF BC LIVE LOAD PER 1111[- .--, CD EE 1.� iLATERALLY BRACE BC AT 72" OC IN LIEU OF R1<io I;EILING. ,:; )!!!)LATERALLY BRACE HC ABOVE FILLER AT 72' OC. C_l I 06X6 WD6 +_ .--I I R=118e M=3.5" d tiote: Ali Plates Aye 4!1.5X4 Except As Shown. n�I I PLT TYP, High Strength,Wave TPI 95�R "IURYIdo`r MIST Rf0U1RE E:1 T.tDIE CARE 11-ICSR6. REff,t TO 4110.91 ERARoL 1.16 ISSTAI [ASl[TolE. iZj O,"mFRf0 OA.- SU Elf roo, N • Pff1fORMlf6rH1E5E 11ICT IGAS. UNLESS J71c1QY15 •� C!7 STRUCTV3At PAsELS- SOT 1014 CRORD SRltl HAIf • �I "JAPORTAhT" FURISSH .k copy OF Isis OFSI 0 PROOUCf T, I"- SM!EL ROT Of IfiRO.IS]dLE FO! i RO ILO Tit TRUSSES IN CORFO.il1AUCE VIT5 TPS; �AALPINE RRAC IH6 Of iPpSS[S. Tn15 OE 514E tO.fol H3 bi ,"� SPECSFICATSOR tUULA SHED d! TRF .CAFAICtR FOR _] CORWMAS AR1 HAOf OF 20.9 %SIN ASSN is 40 EACH FA.CI OF 7A USS, ARO 4,tUis OL�fAY 15E 0 . ORARIN4S 160 A -i- IME SLAT U.S 1115 ZdARI THIS DWG PREPARED FRU C061PUTER INPUT (I-CAII.S n 0IHEfISIONS1 SODHITTED BY FAUSS HFR- CALCULATED HORIZONTAL DEFLECTION IS 0.42' DUE TO LINE LOAD AND 0.45' DUE TO DEAD LOAD, SEE DW41S TCFELLER0699 ,tlld 8CFILLER0699 FOR FILLER DETAILS. EH LIEU OF STRUCTURAL PANELS USE PURLINS: To BRACE TC a 24.00' OC_ CALCULATED 'tERTICAL DEFLECTION IS 0.65'- DUE TO LIVE LOAD AND i).71" DUE TO DEAD LOAO Al X = 20-3.11- T3 Nr .5X4 112 . SX4 --1 5 W2.5X4 HS2514 W2 -5X4 ---- Z8-0-0— – 36-0-0 Over 2 SI.Fppoi-ts 413X1ti(A.t) � , H2X4 �'. -UNG D ROVEr.�' V W2. 5 X 4 T2• - 5 r Lu 3 W2 5X,1 i 142.5X•4 HS2Si4 1 Lu ; =y 113XI0(Al) i z i 18-0 Q- -- .--I I R=118e M=3.5" d tiote: Ali Plates Aye 4!1.5X4 Except As Shown. n�I I PLT TYP, High Strength,Wave TPI 95�R "IURYIdo`r MIST Rf0U1RE E:1 T.tDIE CARE 11-ICSR6. REff,t TO 4110.91 ERARoL 1.16 ISSTAI [ASl[TolE. iZj O,"mFRf0 OA.- SU Elf roo, N • Pff1fORMlf6rH1E5E 11ICT IGAS. UNLESS J71c1QY15 •� C!7 STRUCTV3At PAsELS- SOT 1014 CRORD SRltl HAIf • �I "JAPORTAhT" FURISSH .k copy OF Isis OFSI 0 PROOUCf T, I"- SM!EL ROT Of IfiRO.IS]dLE FO! i RO ILO Tit TRUSSES IN CORFO.il1AUCE VIT5 TPS; �AALPINE RRAC IH6 Of iPpSS[S. Tn15 OE 514E tO.fol H3 bi ,"� SPECSFICATSOR tUULA SHED d! TRF .CAFAICtR FOR _] CORWMAS AR1 HAOf OF 20.9 %SIN ASSN is 40 EACH FA.CI OF 7A USS, ARO 4,tUis OL�fAY 15E 0 . ORARIN4S 160 A -i- IME SLAT U.S 1115 ZdARI THIS DWG PREPARED FRU C061PUTER INPUT (I-CAII.S n 0IHEfISIONS1 SODHITTED BY FAUSS HFR- CALCULATED HORIZONTAL DEFLECTION IS 0.42' DUE TO LINE LOAD AND 0.45' DUE TO DEAD LOAD, SEE DW41S TCFELLER0699 ,tlld 8CFILLER0699 FOR FILLER DETAILS. EH LIEU OF STRUCTURAL PANELS USE PURLINS: To BRACE TC a 24.00' OC_ CALCULATED 'tERTICAL DEFLECTION IS 0.65'- DUE TO LIVE LOAD AND i).71" DUE TO DEAD LOAO Al X = 20-3.11- T3 Nr .5X4 112 . SX4 --1 5 W2.5X4 HS2514 W2 -5X4 ---- Z8-0-0— – 36-0-0 Over 2 SI.Fppoi-ts 413X1ti(A.t) � , H2X4 �'. -UNG D ROVEr.�' V LACO239-BLACK JIM 1 1624 - A4 SCISS NEW 1 (HIS DWG PREPASF0 FROt1 I:DHPUEEA lNPlli FI OAn'9 R nIBFNMnN41 S(1BHf TTTn H♦ 1rmmoz NFA ITOP CHORD 2x4 OF -L $1S8et. :T'J_, T1 2x4 DF -L ,'/.i:. CALILULATFD HORIZONTAL OfFLECTiON IS 0.36' DUE TO LIVE LOAD AND 0.37' -BOT CHORD 2x4 OF -L #1S8et. :B2, 83 2x4 DFL #1: DUE TO DEAD ILIAD. r NESS Zx4 OF -L Standard :)I6 2.44 DF -L 11: FILLER Zx4 OF -L #1 SEIE UWGS.fCFILLER0699 AND BCFILLER0695 FOR FILLER. DETAILS. :RC Wedge 2x4 OF -L Standard: DEFLECTION MEETS L/240.00 LITE AND L/180.00 TOTAL LOAD,' PLATES dESiGuEO FOR GREEN LUt4DER PER NDS -97 I.SDI.f 7.3.3. CALCULATED �VERTIC&L OEFtECTION IS 0.61" DUE TO LITE LOAD A40 0.66" DUE x)10 PSF BC LIVE LOAD PER UBC. TO OFAD LOAD AFX - 18-0-0. .7 .. z J LATERALLY BRACE 8C AT 72" OC 1N LIEU OF P.i6ID CEILING. SHIM ALL SUPPORTS I'O SOLID BEARING. 7y., LATERALLY BRACE DC A8G,tE FILI.FR. AT 72" Or. R ' rl F lIGXS =: 12 Y4 T3 R2 . SX.4 W3xb T2 / \ '02.5A4 zsF ''of 2.5X44!3X5 a J (YW2 5 X4 - fsl •� HS2512 J ',43X10(Ati) 1-b-0 41z .5x=: -) t 35-8.8 OATE 7_-- DR W 13 U yt 18 O - 0- - } - j35-10-0 Over 2 Supports FROM CD r R=1157 N-3.5' ' . Ln j dote- All Plates Are W1.5:{4 Except As Shown. v ! PLT TYP. High Stri�ngth.4tave. TPI -95 R Design. Criteria_ TPI(STO O -NARN11Di•' TRUSSIS tE@11RE El TREHE CAIF ER CABRIC.tilom HANOLC46. SN [PPI NG, [ASCq\]7G AMD O BRACTaS. AEFF1 TO .110-91(HAROL:Hr !031.411.16 ANO BRACT ISI, PUBl119F0 BY 191 (TRUSS PLAIE _ IH5'TrialE. SB3 O'OAOF.tID QA., SUTE 200. APD1SON. ,vI SD719). FCR SAFI T'( PRACTICES P141,14 IO 1011:41116 THESE •^ zr N PE TUYCTIOnS. MISS GIRIIV35E INDICATED, TOP CHORD SHILL HMv fiOP(RE'1 .kIrACh10 STRU(TRdAL PANEL-:. SOL"CHORD SNA.II +ulE • PgOP(R('I An ACHCO -1 IS CELLIVl. A �1 V \ •'fHP071'ART" F013SH .a COPY OF MIS DESI6N TO THE IISTALI..ITrUa CORTRACIhl. ALP TIE E.lGl1FfRtO .. 7 PRUDTCTS. INC. SHJIL NUT ')E RESPOHSIOIE FOR AR'i Wr'ilAT1OR FRON (AIS OESISS; .%Wi WLIKV, TO BUELO THE TIE _� (15.i1R CONJONHA KE -ITB TPI; OR FJBA)CATIN6, :IANO4ING, SHIJPIIG. (ISTALL I4G ANO Cr A L P I t 3R.lCrRe OF TRUSSES. IBIS OCSf00 [OEFOtH3 NITN JJPLICABLE 9AGY)S10aT Cf NDS I.1.Af;ONAI DESIGN jJ SP (CI f ICAT TOO?US L I SHE81-1 Of .LITER ICAR FOREST A%C, PAPER AS;.:C(ArIOH) INF, M. •LPINE J EOIRECTORS ARE iV.DE OF MCA ASIR ,1653 GR4D !,All. S1EEL. (':C(1r AS AWIE1. APPLT CON14ECFOCS 10 LECH FACE OF 19-11, ANO UHLISS OC7ELli(SE UI(AI fO 01 THIS OCS111• POSIFW,COANKTORS PFR 1.. Kr AUIMr,3 fd0 ai. I:+E SLIT OH PHIS UPAYI t3 1701 CAi11 l.(iir FLSCF OF 7ROFE35IO9AL CN6IHE EP L7r. Alpine Engu(eemd Pirod=M IA6. 1 FSPOHSLd Illl'1 SOLELY 1.52 T7F FA 913 COHPO.IE RI O(116M SHUv f- (HE Al1A8lllTl ANO USE 9T THIS I - C.. 05919 C(vPON(At F.3.4 ARY P.INITCUl A:1 BUELOING (S TIE EFSPORSfRTLITT Di THE I/lint of wl lr:RFN 292 .-;'�8-11-0 t43X6(A1) �IZx4 = 1 e . did rr_ Cow DER "PRO-im" 8-1219 N=3.5' 1 19.4a CA 1T F E FC LL 16.0 PSF: F TC DL 10.0 PSF' 8C DL 7.0 PSF r 5 r SC LL 0.0 PSF IT TOT.LD- 33.0 PSF t`� DUR_FAC. 1.25 Scale 3.1975"!Ft REF R427--23541 OATE 02/22101 DR W CAUSR,1127 OlOS3020 CA -ENG L1tT/C14C SEOPI - 55515 FROM CD (SLACO214-3LACK JIM 1 1624 - A5 SCTSS 'Tu Tc Aur- aVCOAOCn Con... -quo.. . TOP CHORD 2x4 OF -L *2daet. :T2, T3 2x4 DF -L1; � CALCULATED H0RfZ0T1iAt DEFLECTION IS 0.30" DUE TO LIVE LOAD AIVO 0.37' 1 DOT CH0R0 2x4 Of -L ,#136et. :192, 83 2x4 DF -L #1: DIlF TO DEAD L0AD. WEDS 2x4 OF -L Stdnaard :ur 2x--1 OF-( ;(1: FILLER Z:(4 FDF -L #1 SEE 041GS TCFILLER0699 AND SU ILL6,R0694 FOR FILLER DETAILS. I KATES 0ESI6TIED FOR ORE£y LUHHER PER t10S-9I TABLE 1.3.3, DEFLECTION MEETS L/24E3.00 LIVE AND LJ130.00 TOTAL LOAD. I iO PSF RC LIVE LOAD PER UHC. 5110 ALL SUPPORTS TD SOLID $fARING . f�f } t r - 4505(R) 111 A W2,SX4 T? -- T3 I { r1:3X6 \�x4 jf Jj N6 4f2 . 5 X 4 � 1 412. 5X4 1 l i 1I i HS25124 W - 1,1'2.5 :t 4 �- -.51(4(AL) :. 113X10(Al) 3 Id2X4 = X3- 0 -ate t 18-0.0 35-0-0 Over 2 Supports - PA 12=1092 W=3, S' P� , ,. � Note: All Plates Are 1!1,5x4 Except As Silol�en. � _ i PL'F TYP. High Strenyth,Wave FPl-95\Q Design Criteria: TPI 'S FD 113.4aft- 7 -•WIRN186•' ratIsstt iEOUENE nl%FhE CARE IN FABRIC.LTION, NA1OtIMS. THIPPINE. INVALLIN6 AND NR -.CI NS. NEE Ey TO HIR -11 IMAHDL11% 1➢SIALLITS AND BNACI.A&I. YUHIISHEU 81 -r" ITAB$S PLATE NUNLESST Qp 6 E,ioj TC Ll. 16.0 PSF QEf R42T--23542 _ •- iYENFOtNIHG THESEDFUHC7•Tlo IOYS 3TLEAM131 SNO IICATEO. WPI CHOSOrOMALLFITS MI&P1`OPPALT AITACH(0 SSHU[TURAL PAttELS. 801 TOM CHORD IAALL SAYE A /2OPEALY ATTACHED AIG1D `� � 'IP TC D� 10.0 PSF - GATE 02 f'�2 101 1 I `I CEILIAG. "IMP0RTANT•- FURNESN A COPT Oi 7X15 DES16:1 TO THE (SST.ALLATIO.S CONTRAC10%. ALPINE ENSIHEEREO ?AOOUCfS- lei. SHALL BC OL T PSF DRN LAIJSR127 -1 a LOT BE RES-0.1SIJLE FOR ANY OEYEATION FRCL1 THIS UES16E; ANY FAILURE N 01-11.0 EHE IR-YSSES IH AYF ORHAACE WITH TPI; CR FAB!ICArim H.110L1N6. SHIFPIMS, 111STAILIM6 AAO r >� � 5 � � .0 01053021 CA -ENG L11T/CNC ALP INE ORAC(HG OF /RaSSES- THIS OES16Y CONFORHb PITH .%PPLCC'2tE PROTISEONS OF $05 (NATIOYAL OES" Si E[IitCAt EO.1 Pl'01 t5A1'J BY 111E tAIl ICAM iORE ST AAD P.IiEA ASSOCIATLOMI .00 TPI ALPINE r DIt, 63ma gC LL 0.0 PSF SEOR - 55654 COIMECIOPS !AE HADE OF TOGA ASIA A65,3 61-0 4ALY. SIM. EXCEPT AS YOTEO. APPLY CONNECTORS TO EACH FACE OX 1JUSS, T90 UNLESS DTH[IYISE &OWED, ON IRIS DESt41, POS111JM COURECTOR.S PER * TOT. L D . 33 . G PSF AlpincEngi.-Icercil PT(Nhwis, Inn- SsclmnmtrL W"I NCS IAO A•E. THE SEAL 01 THIS DRAWS.% INDICAT(S'ACCEPIALCE OF FAOFESSIUNAL ENGIMEERIIS OESPOMSfBfUT7 SOLELY FOE f;IE Ems CUNPOMEAT DE3f6:5 SMONN. TME iUl1ACILITY ANO USE OF T:/1S CESIPUM(,lf AMY P-7TL:ULAH 3VIIDIMG IS THE CESPONSLJ1L11T IHE � A �Y � OUR ,FAC . 1 . 2'S FROM KD S P.A C I N G 24.0" CA 95A29 'T Of UUILDIM6 OESIGHER. PER A/51 fTPf i�1995 SECT:OY 2. f'p -- 0219 -81 -ACK JIM 1 1624 - A6 TMSC } R I TOP C110RD 2xq DF -L #'1 i 1101 C1iGRD 2X4 OF -L 11 ME13S 2x4 OF -L Standard :W6 2x4 DF -L 71: "?MITES, DESIGRED FOR GREEN LUNGER PER.. NOS -97 TABLE 1.3.3- ,jEWLECTION MEETS 1/.240.00 LIVE ARD 1-/I80•IJO 'TOfAI_ LOAD. 1.110 PSF 8C LIVE LOAD PER UBC. Fl1.5X4 7 FHIS O4G PREPAR0 FROH COIIPIITER IAPIIT ILOhOS A DINERSEOAS} SUIMITTED AT TRUSS AER. CALCULATED I[ORIZOMTAL DEFLECTION IS 0.25" DUE TO LIVE LOAD AND 0.31" Dr1E fO DEAD LOAD. (A) CONTINUOUS LATERAL BRACING £OUALL't SPACEO ON MEMER. IN LIEU OF STRUCTURAL PANELS OR- RIGID CEILING USE PURLINS: TO BRACE TC ca 24.00" OC, BC .@,. 72.00" OC. TRUSS SUPPORTS 240# dEC11 UN[T; UNIT CENTERED AT 19-6-0; SUPPORT£0 BY TC; UNIT WIDTH 2-4-0: SUPPORTED 3Y 3 TRUSSES. . 1:2.5X4 v a U -3 L �• Ia31D{,al) 3 418X A 416X8 = 41.5X4 IA 'r13:Co = W2.5X4 :� 4-5X4 a 412.5 X4 (AI 21-4-014W nr cQVn �. 36-0-0 Over 2 Supports' ��ij � R=11481=.I.5 ��V"tl 7 'J - .� APPRO /Er% ! PCT T'fP.Wave TPI :45 R Design Criteria: TPI ST(l 19.4a CA/ -11/-/--/-/F SL:a e =. L875' Ft. J ,� - ''•'YARNING^TRUSSES REOUERI EXTR(jIE CAR[ IN FABRICATICA. MA.10L 1 N6. SHLPP111G. INSTALLING .IMO we BRAC I OG. LEIIN TO NlM•9f MANDL Ml INSTALLING AND BRACIIS). 71.115X[0 BY CPE IERNss It Arc QiE3Slep TC LL 16.Q PSF REF R427 -23543 1l CNSTIFIE, 503 O.ONOFNlO ON.. SUIFAF 100, MADISON. NI W197, F03 SAFETY PDACTECEs Ptici TO PIRFORPISM YH[SE FUNCTIONS. UNLESS OYNFRNISE INDICATED, WF CHCRO SHALL BAs[ PROPERLY ATTACHED TC OL 10.0 PSF DATE 02122101 N STROCTRTAI PANRS. 80"EIO.4 C30111 SARI HATE A PROPERLY IFT4CMCO R1310 CEILING. CV "1NFOMTAh1"`, FAtU[TJ A COPY OF Ti ES OESEGN TO TH[ ENSEALLATION CODTEAf,TOR.-AIPIIIE EBS [REEKED 'meq 'ROOIDCTS, IMC SRAL► .COT BF iESPGMS19LE FOR ANT 0010101 FROM THIS OESEGN; .INT FAILURE E0 W BC DL 7. 0 PSF ORW ChUS2427 010530Z2 Cl 01110 TN[ YNOSSFSIN CONFORWANCE 71TH TPL: OR FABRICAFIIG, HASOLING, SHMIAG. INSTALLLNG AND OC T a w �L P I PIE BRACING OF IR/SSSS. TM IS DESIGN COMFORNS WIN APPLICABLE 7RU[ISCONS OF 149 tMATMAL BEIM OC LL 0.0 PSF CA -ENG LI/T/CWC r— SPCCIFI[AYEUM ►USLISNFD BY THE mmicAN ASIESF AND I,l'ER ASSOC!ATIONI ANO TPC. ALPINE -- — [:4RSECTORS .10.E AAOE 4f ZOr.A .1ST" 4651 GNaO GIIY SAIL. ETCE)T AS NOTED. AFIIT CONeECCORS TO * TOT - LD O. 33.0 PSF SEQN • 55647 [ACA FACE OF TRUSS, AID UAt ISS OTHI;NISI tSCATEO 0.1 IBIS. DESIGN. MIT(" COLYLCIONS PEA �•1ee1� ` __ _ L C41Al11RS5 l6O A-1. - THE SEAL -1.0 THIS ORI.viTS 9.10CC4TES .ICC-j�TANCE OF PROFESSEUSAL INGIAffAlIG OUR FAC. 1 .25 FROM KD ,`i1QIIK: E031FIdCCCii Pnlduct�Inc. 9f SFOISIBIL fTT 'AlE1Y FOR THE 1:7 tl55 COM.�O\[RT C[S[,N SMOXX. THE SUI TABU IT7 AMO'1 HF'HIT ly � 5-lCviuYTl!O, CA 428 -- CGv7NFNT i00. ANY P!RIICUl 4I 1)11 pIH6 !s ftT AE S)G.P:]dLI I TY OF FME SU 110115 OESIGYER. ?FR LAlL i3" SPI�L.�h�� �;� - {I" ^— _ Lf5E7 TPI 1-E94S SEC[[JN !- LACO219-BLACK JIM / 1624 - [SGE] B1 OTC ITOP CHORD 2x4 DF -L #1 \ OT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard cL,:LATES DESIGNED FOR GREEN LUMBER PER NOS -97 TABLE 7.3.3. (TRUSS DESIGNED FOR 24" MAX. OUTLOOKERS � ABLE FACE MATERIAL: 10 PSF MAX. 0 N K) 2X4 DF -L #1 OR BETTER BLOCK. ATTACH BLOCK TO THE TC z WITH W2X4 PLATES @ 24.0" OC THROUGHOUT, PLUS HEEL PLATES SHOWN. X/] WZ.5X4 (K) E V 5 r— O O f3 Q w W: C55tx w W2.5X (A1) z W2.5X4 c� z w w THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. SEE DWG GBLLETIN0699 FOR MORE REQUIREMENTS. IN'LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC @ 24.00" OC, BC @ 72.00" OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. W4X4 = WZ.SX4(A1) W2.5X4 z L ---2-0-0--j " L -2-0-0--j 5-6-0 f' I 5-6-0 J 11-0-0 Over 2 Supports R-934 W=3.5" A1. o R=934 W=3.5" ..• Note: All Plates Are W1.5X4 Except As Shown. PLT TYP. Wave TPI -95 R Design Criteria: TPI STD "MARRING' -TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND 0 BRACING. REFER TO HIB -91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE 1N ST I TU TE, 583 D. UN OFR IO OR.. SUITE 200, MADISON. NI 53119), FON SAFETY PRACTICES PRIOR TO C\1 PER FORMINGTHESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PA NEL S,. BOT TOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CE11.1116. Qj "IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED �.._, PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR AMY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD TME TRUSSES IM CONFORMANCE W[TM TPI; OR FABRICATING. IIANDL IN6, SMI PP IMG. INSTALLING AND ALPINE BRACING OF TRUSSES: NNIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (RATIONAL OE SIGN w SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 206A ASTN A653 GRAD QALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO - EACH FACE OF TRUSS, AND UNLESS 01 HENN ISE LOCATED ON THIS DESIGN, D05111.11 CONNECTORS PER DRAWINGS 160 A-1. THE"SEAL ON THIS GRAYING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING AI ina ED PFOa11CIS, Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPOIIENT OE51GN SHOWN. THE SUITABILITY AND USE OF IRIS Alpinc enlo�CA 95828 COMPONENT FOR AMY PARTICULAfl BUILDING 1S THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 11995 SECTION 2. 19. 10 -D -D RE COLM OFFAL APPROVS P" CA - 1 - - F Scale =.375" Ft TC LL 16.0 PSF REF R427--19341 TC DL 10.0 PSF DATE 02/19/01 BC DL 7.0 PSF DRW CAUSR427 01050041 BC LL 0.0 PSF CA -ENG LVT/CWC TOT.LD. 33.0 PSF SEON - 26312 DUR.FAC. 1.25• FROM KD SPACING 24.0" (BLACO219-BLACK JIM / 1624 - B2 COM TOP CHORD 214 DF -L #1 t—')T CHORD 2x4 DF -L #1 0 WEBS 2x4 DF -L Standard __ATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. w I c.o C:r3 0 CV O i Z W4X4 0 E -- V CD Q O Yx q W tx W W C-5 W THIS DWG PREPARED FROM COMPUTER INPUT (LOADS &-DIMENSIONS) SUBMITTED BY TRUSS MFR. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC @ 24.00" OC, BC @ 72.00- OC. DEFLECTION MEETS L/240:00 LIVE AND L/180.00 TOTAL LOAD. W z L-2 -0-0--;j , ncn�lniJ — '--2-0-0---j 5-6-0 I 5-6-0 I CE 11-0-0 Over 2 Supports 'I R=467 W=3.5' 0 0 R=467 W=3.5" co PLT TYP. Wave TPI -95\R Design Criteria: TPI(STD O CV C77 w ALPINE I Alpine Engineered Products, Inc. SBcameTllo, CA 95828 'WARN ING'• TRUSSES REQUIRE EITREME CARE IN FABRICATION. HANDLING. SHIPPING, INSTALLING AND BRACING- REFER TO HIB -91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI. (TRUSS PLATE 'NST I TOTE. S83 O'OHOFRIO DR.. SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. '•1 MPORTANT•- .FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS• INC. SMALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. -THIS DE S 16 CONFORMS WITH APPLICABLE PROVISIONS OF MOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL. EXCEPT A5 NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTNERWI SE LOCATED ON THIS DESI GLI, POSIT]ON CONNECTORS PER ORAWI NGS 160 A - I. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITYAND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DES16NER. PER AMSI/TP I 1.1995 SECTION 2. _ �•r co1v D> F-Ij ppn , 9.4a CA - 1 - F Scale =.375° Ft. fESSlp TC LL 16.0 PSF REF R427--19340 TC DL 10.0 PSF DATE ' 02/19/01 BC DL 7.0 PSF ORW CAUSR427 01050038 r BC LL 0.0 PSF CA -ENG LVT/CWC -A 630m * TOT.LD. 33.0 PSF SEON - 26310 DUR.FAC. 1.25 FROM KD [IY11. SPACING 24.0" LAC,0219*BLACK JIM / 1624 - B3 COM TOP CHORD 2x4 OF -L #1 n -T CHORD 2x4 DF -L #1 N WEBS 2x4 DF -L Standard _.ATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. a.. co rn 0 C'V O ' 2 W4X4 z C-3 Q O A i Fa a z W1.5X4 III c7 z w THIS OWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC @ 24.00" OC, BC @ 72.00" OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. W2X4(A1) zL----2-0-O--;J1-i-8-8-3J X1-8-8--L---2-0-0---j 5-6-0 IL 5-6-0 J - 11-0-0 Over 2 Supports j I R=467 W=3.5" +10-0-0 DEPARTMOiV,", AppFfover 19.4a CA - 1 - - F IQQOWESS/p,�.� R=467 W=3.5" 16.0 PSF TC DL o . 7.0 PSF r" Criteria: TPI(STD 0.0 P S F PLT TYP. Wave TPI -95 R Design * "YARNING-' TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING, INSTALLING AND 33.0 PSF 1 COUR.FAC. BRACING. REFER TO MID -91 (HAOOLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE . SPACING INSTITUTE, So O'ONOF RIO OR.. SUITE 200. MADISON. V1 S3719), FOR SAFETY PRACTICES PRIOR TO C=> PERFORMING THESE FUNCTIONS. UNLESS 07HERVISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED C STRUCTURAL PANELS. BOTTOM CHDRD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. —IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SMALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO ~ BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HAt10L IIIG, SHIPPING. INSTALLING AND A L P I N E BRACING OF TRUSSES. THIS DESIGN CO. FOR HS NITH APPLICABLE PROVISIONS OF NOS (N ATI ORAL DESIGN C-1 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTN A6S3 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO. _ r^ I Alpine Eo neemd ProduclS, Inc. P SacrmL7eDX0, CA 95828 EACR FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONVECTORS PER DRAWINGS 160 A•I. THE SEAL ON THIS DRAWING INDICA7ES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS CORP ON EXIT FOR ANY PARTICULAR BUILDING 15 THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TPI 1.1995 SECTIOW 2. +10-0-0 DEPARTMOiV,", AppFfover 19.4a CA - 1 - - F IQQOWESS/p,�.� TC ILL 16.0 PSF TC DL 10.0 PSF BC OL 7.0 PSF r" BC LL 0.0 P S F 6301 * TOT.LD. 33.0 PSF 1 COUR.FAC. 1.25 SPACING 24.0" Scale =.375"/Ft. REF R427--19342 DATE 02/19/01 D R W CAUSR427 01050041 CA -ENG LVT/CWC SEQN - 26318 FROM KD f9LACO219-BLACK JIM 1 1624 - B4 COM ) L1T0P CHORD 2x4 DF -L #1 JT CHORD 2x4 DF -L #1 c�A WEBS 2x4 DF -L Standard w LATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. Ca CT O Cy O 5 X 4 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC @ 24.00" OC, BC @ 72.00" OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 1-0-9 +10-0-0 6 t z W4X4 5 F'- IE55 o W2.5X4 z Q= E CoUIVI Y a -T I 3-9-8 I 3-9-8 J 1 "*4NG DEPAR I-7-7-0 Over 2 Supports 1-0-9 R=250 W=3.5" R=250 W=3.5' Pplio �' a. IUw C__3 �� fV z W3X8 5 X 4 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC @ 24.00" OC, BC @ 72.00" OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 1-0-9 +10-0-0 6 t z W1.5X4 III W1.5X4 III z E CoUIVI Y a -T I 3-9-8 I 3-9-8 J 1 "*4NG DEPAR I-7-7-0 Over 2 Supports R=250 W=3.5" R=250 W=3.5' Pplio �' a. �� fV O CLQ PLT TVP. Wave TPI -'5\R Design Criteria: TPI STD 19.4a CA - 1 - - F Scale �=.31'5" Ft. - `•WARNING•' TRUSSES REGUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING, INSTALLING AND TC LL 16 . 0 P S F REF R427--19343 O BRACING_ REFER TO HIB•91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE 1R 571iUTE, 5B7 O'ONOFR IO 00.., SUITE 200, HAOISOR, WI 57719). FOR SAFETY PRACTICES PRIOR TO THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED FE 11LL11 W. E'� T C D L 10 .0 P S F DATE 02/19/01 clj PERFORMING STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED 0.IGIO CEILING. ENGINEERED 9 �.O :. BC DL 7 PSF DRW CAUSR427 01050042 Qj --IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALP111E PRODUCTS, INC. SHALL NOT BE RE SI8LE FOR ANY DEVIATION FROM THIS DESIGN; APT FAILURE TO AND W 5 r .O CA -ENG L V T /CWC gm" 8U11D THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HAHOIING, SHIPPING. INSTALLING BRACING OF TRUSSES. •THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN OL BC LL 0.0 P S F w A L P I N E SPECT" CA7I0P PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE jr TOT L D. 33.0 P S F S E A N - 26321 CONNECTORS ARE MADE OF 20GA ASTH A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED OH THIS OESIGN; POSITION CONNECTORS PER ORAWI NGS 160 A•2. THE SE Al ON THf5 ORAWIUG INOICA1E5 ACCEPTANCE OF PROFESSIONAL ENGINEERING /���L CJI f1RY . D UR .FAC . 1 . 2 5 FROM KD Alpine ED eeted ProdUCES,IDG. RESPONSIBILITY SOLELY FOR THE TRUSS CONPONEHT DESIGN SHOWN. THE SUITABILITY ANO USE OF THIS P COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPOHSIBIIITT OF THE BUILDING DESIGNER. PER CA1 C SPACING 24. 0 " SaccamenlD,CA 95828 ANSI/TPI 1-1995 SECTION 2. SLA00219'BLACK JIM / 1624 - C1 HIPSET 6' SB ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. STOP CHORD 2x4 DF -L #1 'f�)T CHORD 2x4 OF -L #1 WEBS 2x4 DF -L Standard _ .ATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. IUSE THIS DESIGN FOR COMMON HIP TRUSSES @ 24.0" OC. EXTEND SLOPING TC co : TRUSS AND JACKS TO HIP RAFTER. SUPPORT EXTENSIONS EVERY 4.00 FT TO C7> _AT TC. ATTACH 2x4 LATERAL BRACING TO FLAT TC @ 24.00' OC WITH 2-16d %ILS AND DIAGONALLY BRACE PER HIB -91 13.2.1(FIG.33), OR DWG. '=" ICALHIP0699. SUPPORT HIP RAFTER WITH CRIPPLES AT 5-7-14 OC. c„ W3X8 % W3X8 E~ V f=l O tY. Q W W5X4 (A2) W1 .5X4 III c.5 z w DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. #1 HIP SUPPORTS 6-0-0 JACKS WITH NO WEBS. CORNER SETS ARE CONVENTIONALLY FRAMED. BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE BC @ 72.00" OC. W3X8 w z . L—_2 -0.0->J W5X4(A2) _ L<2-0-0_:�.+ "—, 6-0-0 i 8-0-0 1 6-0-0 J :I20-0-0 Over 2 Supports j R=1403 W=3.5" R=1403 14=3.5" C\1 O CX=. PLT TYP. High Strength Wave TPI -95\R Design Criteria: TPI(STO) 19.4a O 0 • N C77 - • �; A-LPINE w I Alpine Engineered Products, Inc. Sacramento, CA 95828 •WARNING•' TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO MIB -91 (HANDLING INSTALLING AUD BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. SB3 O'ONOFRIO DR.. SU 200. MADISOM, VI 53119), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SCALL NAVE A PROPERLY ATTACHED RIG 1D CEILING. 'IMPORTANT FURNISH A COPY OF THIS OE SIGH TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL MOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS OESIGH; All FAILURE TO BUILD THE TRUSSES IN CONFORMANCE W1TN TP 1: OR FABR 1[AT LNG. HAHOL INfi, SHI PPIN6. INSTALLING AHD BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPL1CABlE PROvISI0N5 OF NDS (NATIONAL OESIGII SPECIFICATION PUBLISHED BY THE AHER1CAN FOREST AND PAPER ASSOCIATION) ALIO TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED 011 THIS DESIGN. POSITION CONNECTORS PER DRAWINGS 160 A -T. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBIL17Y SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COHPONENT FOR AllI'PAR T I CULAR BUILDING IS THE RE SP ON SI BIL ITT OF THE BUILDING DESIGNER. PER AMSI/TPI 1.1995 SECTION 2. C\ a� 1 1 D CA/ -/1/-/-/-/F TC LL 16.0 PSF TC DL 10.0 PSF BC DL 7.0 PSF BC LL 0.0 PSF TOT.LD. 33.0 PSF DUR.FAC. 1.25. SPACING 24.0" 4 Scale =.25"/Ft. REF R427--19344• DATE 02/19/01 DR W CAUSR427 01050043 CA -ENG LVT/CWC SEQN - 26328 FROM KD (BLACO2199BLACK JIM / 1624 - C2 COM ) ITOP'CHORD 2.4 DF -L #1 L2IT CHORD 2x4 DF -L #1 1-1 WEBS 2x4 DF -L Standard -.ATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. C" CCD rn O N H 0 r� rte. ra - = w • (Y . w z W2.5X4(A1) c7 W3X4 w W04 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC @ 24.00" OC. BC @ 72.00" OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. w z L<_2-0-0_>► p; i 10-0-0 i 10-0-0. W2.5X4(A1) IE2-0-0-,1 I 20-0-0 Over 2 Supports j R-764 W=3.5" N ' O PIT TYP_ Wave TPI -95\R ' ' Design Criteria: TPI(STD O 0 N Q) p;ALPINE 7 Alpine Engineered Products, Inc. SeciarnenI.. CA 95828 -WARN ING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO NIB -9L (HANDLING INSTALLING ANO BRACINGI, PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 503 D'ON OFRIO DR., SU7TE 200. MAD150N. NI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FONCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL PAYE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SMALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN COOFORMANCE WITH TPI; OR FABRICATING. HANDLING. SHIPPING, INSTALLING AND BRACING OF TRUSSES. TO' S DE SIGH CONFORMS WITH APPLICABLE PROVISIONS OF HUS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AH ERI CAN FOREST AND PAPER ASSOCIATION) AND iPl, ALPINE CON RECTORS ARE MADE OF 20GA ASTH A653 6040 GALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POS 1710H CONNECTORS PER DRAWINGS 160 A -Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELT FOR THE TRUSS COMPOWENT DESIGN SHOWN. THE SUITABILITY AIID USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING OE SIGNER, PER ANSI/TPI 1-1995 SECTION Z. . R=764 W=3.5" 19 W 01 1.0, T 8=0-0 e - r APP/6 CA/ -/1/-/-/-/F TC LL 16.0 PSF TC DL 10.0 PSF BC DL 7:0 PSF BC LL 0.0 PSF TOT.LD. 33.0 PSF DUR.FAC. 1.25 SPACING 24.0" Scale=.25"/Ft. REF R427--19345 DATE 02/19/01 DRW CAUSR427 01050044 CA -ENG LVT/CWC SEQN - 26330 FROM KO a 0 12 --7 4 or greater iDiii!iiMN il!MMI 1 : :;: I :: BOTTOM CHORD" ""` � �` BOTTOM CHORD DIAGONAL BRACE. 91 MTE ......... U i BRACE ....... ... X0 01T . . . :I 1:i ...1 L S I . [# trusses] 4SPF/HR111ij Up to 32' 4/12 is, 20 15 Over 32'- 48'l 4/12 Is, 10 7 1 Over 48'- 60'l 4/12 1 1:' 4 Over 60' 1 See a registered professional engineer DF - Douglas Fir -Larch HF - Hem -Fir 5 Bottom chord diagonal bracing repeated at each end of the building and at same spacing as top chord diagonal bracing. SP - Southern Pine SPF - Spruce -Pine -Fir All lateral braces lapped at least 2 trusses. Cross bracing repeated at each end of the mss "PO. building and at 20' A,rIntervals. LA E! 'WE§;'rMEMBER Pll .10 Permanent asSP moo. continuous lateral bracing C?q as specified by the truss engineering. Frame 4 Top chorda that are laterally braced can buckle tog ether and cause collapse if there Is no diago- nal bracing. Diagonal bracing should be nailed to the underside of the top -chord when purlins, are attached to the topside of the top chord. DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir Continuous Top Chord All lateral braces Lateral Brace —� lapped at least 2 Required trusses. 10' or Greater Attachment Required 32 of deg/ WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. Over 28'- 42' 3.0 1 6' 1 9 1 6 Over 42'- 60' 1 3.0 1 5' 1 S 1 3 Over 60' 1 See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir Continuous Top Chord Lateral Brace All lateral braces Required lapped at least 2 trusses..i% „ 10° or Greater L Attachment Required - 2e. \or �e s s / =45° Frame 3 v '' TOP CHORD ' TOP CHORD:. DIA'GONAI. BRACE M[NIMUM LATERAL BRACE SPACING {f)B� SPAN PITCH SPACING(LB #trusses to the underside of the top chord when purlins are attached to the topaide of the top chord; Up to 32 4/12 81 20 15 Over 32'- 48' 4/12 6' 10 7 Over 48'- 60' 4/12 1 5' 6 4 Over 60' See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir Continuous Top Chord All lateral braces Lateral Brace —� lapped at least 2 Required trusses. 10' or Greater Attachment Required 32 of deg/ WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. Over 28'- 42' 3.0 1 6' 1 9 1 6 Over 42'- 60' 1 3.0 1 5' 1 S 1 3 Over 60' 1 See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir Continuous Top Chord Lateral Brace All lateral braces Required lapped at least 2 trusses..i% „ 10° or Greater L Attachment Required - 2e. \or �e s s / =45° Frame 3 v Top chords that are laterally braced can buckle togetherandcausecollapseifthereisnodiago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topaide of the top chord; ............ Continuous TRUSS ""`' TOP CHORD . Lateral Bracl OR CHOAD.' T. DIAGONAL BRACE' MINIMUM' LATERAL BRACE SPACING (DBS SPANSPACING(Ll3s) 10° #trusses nal bracing. Diagonal bracing should be nailed SP/DF SPF/HF. Up to 32' 30" 8 16 10 Over 32'- 48' 42" 6' 6 4 Over 48'- 60' 48" 1 5' 1 4 12 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 TRUSS ""`' To P Chord .CHORD -: Lateral Bracl Required Top chords that are laterally braced can buckle togetherand causecollapse itthere isno diago- 10° nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. All lateral braces lapped at least two trusses. En�digona ssntial for stability and must be duplicates both ends of the truss system. =45° Attachmer Required 10 20'(D@� ISS SPFlhF 2D.C. ® 0.6 e `L 01 9 30" or greater AWARNING: Failure to follow these recommendations could result in I severe personal injury or damage to trusses or buildings. A Top chords that are laterally braced can buckle togetherand cause collapse Hthere is no diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. All lateral braces lapped at least two End diagonals ar6`bss#qtial for stability and must be dup Icafes both ends of the truss system. Is ri 30, •. sses ►. � .� ///ice---=-=� =45° Frame 5 Continuous Top Chord Lateral Brace Required 10' or Greater Attachment Required - 3'/2" Trusses must have lum- ber oriented in the hori- zontal direction to use this brace spacing. Truss spans less than 30'. Spreader Bar Toe In —\ I Toe In Approximately Less than or equal to 60' Tag Line Spreader Bar Toe In f—Toe In F Approximately 1/2 to Y3 truss length Less than or equal to 60' 1AWARNING: Do not I ft s ngle trusses wit't spans greater Than 30' by 1he peak. the truss top chord with a closed-Ic attachment utilizing materials such slings, chains, cables, nylon strappii etc. of sufficient strength to carry I weight of the truss. Each truss should set in proper position per the buildi designer's framing plan and held to the lifting device until the ends of 1 truss are securely fastened and temp ,rary bracing Is installed. Stro r gback/ SpreaderBar i i 10, o F :approximately_ Y, to 3/, truss length Greater than 60' Tag I Line Strrngbacki SpreaderEar 10' 10' At or above i mid -height ti- �I N7 IV i Approximately _I to 3/4 truss length l Tag Tag Line Line Greater than 60' `CAUTION: Temporary bracing shown in this summary sheet is adequate for this installation of Atrusses with similar configurations. Consult a registered professional engineer IT a different bracing arrangement is desired. The engineer may design bracing it accordanca with TPI's Recommended Design Specification for Temporary Bracing of Metal Plate Connected Wood Trusses, DSB-89, and in some cases determine that a wider spacing is possible. ` Trp'.csl horizontal tie member w'th n ■hiple stakes (HT) Frame 2 WARNING: Do not attach cables, chains, or hooks W the web members. so° o- less so° fJIECHI or less LNSTAL Tag Appraximately Line %truss length a Approximately Tag 1/2 truss length Line Truss spans less than 30'. Spreader Bar Toe In —\ I Toe In Approximately Less than or equal to 60' Tag Line Spreader Bar Toe In f—Toe In F Approximately 1/2 to Y3 truss length Less than or equal to 60' 1AWARNING: Do not I ft s ngle trusses wit't spans greater Than 30' by 1he peak. the truss top chord with a closed-Ic attachment utilizing materials such slings, chains, cables, nylon strappii etc. of sufficient strength to carry I weight of the truss. Each truss should set in proper position per the buildi designer's framing plan and held to the lifting device until the ends of 1 truss are securely fastened and temp ,rary bracing Is installed. Stro r gback/ SpreaderBar i i 10, o F :approximately_ Y, to 3/, truss length Greater than 60' Tag I Line Strrngbacki SpreaderEar 10' 10' At or above i mid -height ti- �I N7 IV i Approximately _I to 3/4 truss length l Tag Tag Line Line Greater than 60' `CAUTION: Temporary bracing shown in this summary sheet is adequate for this installation of Atrusses with similar configurations. Consult a registered professional engineer IT a different bracing arrangement is desired. The engineer may design bracing it accordanca with TPI's Recommended Design Specification for Temporary Bracing of Metal Plate Connected Wood Trusses, DSB-89, and in some cases determine that a wider spacing is possible. ` Trp'.csl horizontal tie member w'th n ■hiple stakes (HT) Frame 2 HF - Hem -Fir SPF - Spruce -Pine -Fir ,C2 d 4�' C�P Diagonal brace also required on end verticals. - Top chords that are laterally braced canbuckle togetherand cause collapse if there isno diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins 114, are attached to the topside of the top chord. =4e 12 �3or �greater 640 All laterad braces lapped at: least 2 trusses. Continuous Top Ck-;d Lateral Brace Required 10" or Greater Attachment Required -A WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A PLUMB Truss Depth D(in) INSTALLATION TOLERANCES 11D .. ... T 12" 1/4" 1 TOP CHORD DIAGONAL CE HIM M NI u BRACE SPACING (DBS) SPAN AN'SPACING(LBS) . .. . . . . . .... . . ..... 4' (# trusses] ...... . ....... . .... 72" 1-1/2" Up to 24' 3/12 81 17 12 Over 24'- 42' 3/12 7' 10 6 Over 42'- 54'1 3/12 6' 6 4 Over 54' 1 See a registered professional engineer HF - Hem -Fir SPF - Spruce -Pine -Fir ,C2 d 4�' C�P Diagonal brace also required on end verticals. - Top chords that are laterally braced canbuckle togetherand cause collapse if there isno diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins 114, are attached to the topside of the top chord. =4e 12 �3or �greater 640 All laterad braces lapped at: least 2 trusses. Continuous Top Ck-;d Lateral Brace Required 10" or Greater Attachment Required -A WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A PLUMB Truss Depth D(in) INSTALLATION TOLERANCES 11D .. ... T 12" 1/4" 1 24" 1/2" 2' 36" 3/4" 3' 48" 1 11" 4' 60" 11-1/4"1 5' 72" 1-1/2" 6' 84" 1-3/4" 7' 96" 2" 81 108" 2" 91 I T ±1/4- I T ±1/411 BOW L(in) L(In) -E.sser of L02C< 012' I ill I Lesser of U/50 or 2" Maximum Plumb Misplacement Line . . ......... ... .. 200:::::::::::L( ............ HHHHH: 50" 1/4" 4.2' 100" 1/2" 8.3' 150" 3/4" 12.5' OUT -OF -PLUMB INSTALLATION TOLERANCES. OUT -OF -PLANE INSTALLATION TOLERANCES. A A DANGER: Under no circumstair.;es shoild WARNING: Do not cut trusses. construction loads of any descripticn be placed:' on unbraced trusses. Frame 6 200" V 16.7' 250" 1-1/4" i 2CL8' 300'�-- 1-1 /2' 'MD' OUT -OF -PLUMB INSTALLATION TOLERANCES. OUT -OF -PLANE INSTALLATION TOLERANCES. A A DANGER: Under no circumstair.;es shoild WARNING: Do not cut trusses. construction loads of any descripticn be placed:' on unbraced trusses. Frame 6 This safety alert symbol is used to attract your attentionl PERSONAL SAFETY ISINVOLVEDI Wher you see this symbol - BECOME ALERT - HEED ITS MESSAGE. CAUTION: A CAUTION identifies safe operatinc practices or indicates unsafe conditions that coulc result to personal injury or damage to structures. HIB -91 Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES ° Itis the resoonsibilityofthe installer(builder, buildingcontractor. licensed oontractcr. erectoror erection contractor) to properly receive, unload, store, handle, install and brace metal plate connected wood trusses to protect life and amortv. The installer must exercise the same high degree of safety awareness as with any otherstructural 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 ace based upon the collective experience of leading technical personnel in the wood CAUTION: The builder, building contractor, licensed contractor, erector orerection 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 fol ow instructions or heed wam- inc will most like y result in serious personal injury or death or damage to structures. D WARNING: A WARNING describes a condition where failuretofollowinstructions could result in severe personal injury or damage to structures. TRUSS PLATE INSTITUTE 583 D'Onofrio Dr., Suite 200 Madison, Wisconsin 53719 (608) E33-5900 truss industry, b:jt must, due to the nature of responsibilities involved, be presented as a guide for the use of a qualified building designer or installer.. Thus, the Truss Plate In3titute, Inc. expressly disclaims any responsibility for damages arising from the use, application or reliance on the recommendations and information contained herein by building designers, installers, and others. Copyright © by Truss Plate Institute, Inc. All rights reserved. This document or any part thereof must not be reproduced in arty form without written permission of the publisher. Printed in the United States of America. CAUTION: Alltemporary bracing should be no fess than 2x4 grade marked lumber. All connections should be made with minimum of 2-16d nails. All trusses assumed 2' on -center or less. All multi -ply trusses should be connected together in accor- dance with design drawings prior to installation. :TRUSS.STORAGE- -�EMISSION CAUTION: unloaded cn rough terrain or un- even �I // •damage to the truss. CAUTION: Trusses stored horizontally should be supported on blocking to prevent excessive lateralI Zh CAUTION: Trusses stored vertically should be bending and lessen moisture gain. braced to prevent tippling or tipping. 9 9 WARNING: Do not break banding until installation DANGER: Do not store bundles upright unless begins. Care should be exercised in banding re- © properly braced. Do notbreakbands until bundles moval to avoid shifting of individual trusses. are placed in a stable horizontal position. nWARNING: Do not lift bundled trusses by the y'V bands. Do not use damaged trusses. " DANGER: Walking on trusses which are lying flaA& ,(U \ is extremely dangerous and should be strictay oprohibited. Frame " 1 , SITE PLAN REVIEW APPLICATION Date: AP# W U — I �j ©Epr-� Permit Number (if applicable) DI — d c� 8 APPLICANT INFORMATION Parcel Size: 1 3 Owners Name: Owners Address: Telephone No.: Situs Address: Proposed Use: Residential New Single Family Residential ❑ Single Family Addition ❑ Mobile Home ❑ Residential Accessory . ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family Non-residential ❑ Single Family Remodel ❑ New Commercial ❑ Commercial Addition ❑ Commercial Remodel ❑ New Industrial ❑ Industrial Addition ❑ Industrial Remodel Other Jj Septic ❑ Well ❑ Agricultural Exempt Building ❑ Other: Brief Explanation (if necessary): RECEIVED MAR 2 6 2001 COUNTY OF BUTTE LAND DEVELOPMENT DIV DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORAIATION (For Staff Use) ❑ Approved ❑ Conditionally Approved ❑ Resolve Problems Prior to Approval ❑ Site Plan Stamped Approved By Date Page l of 5 ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: ❑ Snow Load Area: ❑ Land Conservation Act Minimum Acreage: ❑ Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) ❑ Watershed Protection Overlay Zone (See attached standards and requirements) ❑ Expansive Soils (Test for expansive soils and if verified proper foundation design required) ❑ SRA - (CDF to determine specific requirements) 100 -Year Flood Plain: (See attached) • Flood Zone: I -A • Flood Panel No.: . . 0 S 20 L Index Date: ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mulberry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Minor Variance ❑ Variance ---------------------------------------------------------------------=--------------------------------------------- ❑ Detached Building Use Form ❑ Encroachment Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: A Applicable Building Setbacks: ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 Zoning Code Streets & Highways Fire Prevention Subdivision Map Front Side ' O Side Street Rear 1 0 / Height Waterway N/A i N/A N/A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 t Applicable Development Fees: Standard Fees ❑ Fire ❑ School* ❑ Parks/Recreation ❑ Roads ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area - Road ❑ Thermalito Impact ❑ Other Amount Formula 'efV — / 5 _ /043 --------------------------------------------------------------------------------=---------------------------------------- Subdivision Map Special Fees ❑ Water Tender ❑ Road Improvement ❑ North Oroville Area ❑ Other (per map) * Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of the building permit. Parcel Created By a Deeds: Date of Creation: 7 (o- 5- / 9G7 Deed of Reference: / +13 09- +h6 Parcel Frontage on Publicly Maintained Road: Complies with County Standards for Deed Creation Comments: Legal Access Provided: ❑ No 0 Yes Legal Access Required ❑ No Yes ❑ No ❑ Yes, Road Name: ❑ No & Yes -7n14 3-7-1-61 Parcel Deemed to be legal ❑ Verify Legal Parcel ❑ Verify Legal Access ❑Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑ Obtain a Merger ❑ Obtain a Lot Line Adjustment ❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements 40-/5-/08 Page 3 of 5 ❑ Subdivision Map/Parcel Map: Map Date of Recording: Lot: Book: ❑ Use Permit/Minor Use Permit Permit Number: Date of Approval: ❑ Comply with the following Conditions of Approval: ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 Page: ❑ Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel. ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988, as amended. ❑ Provide an erosion control plan for building and land disturbance on slopes steeper than 30%. The Erosion Control Plan must be prepared by a registered civil engineer or other qualified professional and be submitted to and approved by the Department of Public Works. ❑ A plan prepared by a certified arborist, botanist or landscape architect that shows the existing on-site mature trees, located in any area proposed for buildings and vehicular access, and provides for methods to protect the trees identified to be preserved, shall be provided to and, approved by the Planning Division prior to the issuance of building permits and/or prior to grading or vegetation removal. The removal of mature trees shall be minimized, where possible. A mature tree shall be defined as a tree with a trunk measuring 4 inches in diameter, 4 feet from ground level. Mature trees removed shall be replaced on a 3 -to -1 ratio, utilizing existing oak tree stock. Each tree to be preserved shall be surrounded by a circular zone (minimum 40 -foot radius) identified by an orange fence during construction activities. No vegetation removal, soil disturbance, or other development activities shall occur within the fenced area. ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. Page 4 of 5 1 Summary of Specific Requirements: T This information provided in this summary is based on the application information and on the best available data at the time of review. C:1IN,ly Documents\Buildine Permit Site Plan Reviewl.doc Page 5 of 5 This information provided in this summary is based on the application information and on the best available data at the time of review. C:1IN,ly Documents\Buildine Permit Site Plan Reviewl.doc Page 5 of 5 .rd, Mike From: Parker, Betty Sent: Monday, March 26, 2001 13:01 To: Hord, Mike Subject: RE: Date of Creation I AP # 040-150-108 was created as AP# 040-150-024 by 1473 416 6-5-67 then went into 040-150-033 that went into AP# 040-150-035 Mike, call if you have ?s.------- ( which was combined by appraiser request, only,) and later seperated to match original legal description —Original Message— From: Ho rd, Mike Sent: Monday, March 26, 2001 10:38 AM To: Parker, Betty Cc: Beruk, Jan Subject: Date of Creation Hi Betty, Looking for a date of creation for APN 040-150-108. Thanks, M. Hord 1 dl Gam°' Snvjra'7mLant af8 FE satth -111 DUoec'�ntl1 �1 r 11/enC4�reve Environmental Health FEB 282001 Chico, Califomia .A p -A -c Cn- I S~— I '=�$ Ot0 Department -of Development Services O O Building Division O O 7 County Center Drive O - = _ O Oroville, CA 95965 O (530) 538-7541 (530) 538-2140 FAX March 20, 2001 Jim Black P.O. Box 636 Durham, CA 95938 Parcel Number: 040-150-108 Building Permit Number: 01-0385 This office reviewed building plans for the permit application referenced above. The plans examiner's comments are listed in Part I below. Please respond in writing to each comment in Part -I by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Indicate which detail, specification or calculation shows the requested information. Additional response information is included on the response form. Your complete and clear response will expedite the recheck and approval of this project. If more than one party is responsible for plans, all parry's must respond on the PLAN REVIEW RESPONSE FORM. PART -I Provide additional information and/or make revisions to plans, specifications and calculations as follows: Plans must reflect requirements for the flood elevation certificate. Show stemwalls and required steel, exterior and interior grade must be level or inside lower grade becomes lowest floor, garage must meet requirements or your must show venting and flood proofing construction requirements on the plans. /Flood -elevation certificate is not complete for item C3d - garage floor elevation and C3g - highest grade adjacent to the building. (Vent area for garage must be included if this is the option you choose for garage.) Please provide a revised flood elevation certificate. Truss layout and package is missing girder truss at garage. Please provide new truss and layout. (Two copies required) If this girder truss has reactions over 5000 pounds, design of footing and supports must be addressed by the architect. Review of the building plans by the Butte County Building Division engineer has not been completed at this time. Any additional comments from the engineer will be addressed in separate correspondence. Plan check will continue upon receipt of all of the above items. Additional comments may be generated from your response above where the plan documents were incomplete, inconsistent or not adequate to depict code compliance.. If you wish to discuss any requirements, you may contact me at (530) 538-7541 between 1:00 P.M. and 4:00 P.M., Monday through Fridays. PART -II The items identified below must be submitted prior to permit issuance. These items were noted at the time of permit application on the PERMIT APPLICATION DATA SHEET. 1. Balance of fees is $979.53 2. Complete and return school fee form. 3. Complete and return park fee form. 4. Provide encroachment permit obtained from Public Works Department. 5. Clearance from Land Development Department has not been received as of this date. 6. Clearance from Health Department has not' been received as of this date. a FEDERAL. EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE Read the instructions on pages 9 - 7. O.M.B. No. 3067-0077 Expires July 31, 2002 SECTION A - PROPERTY OWNER INFORMATIONTns�aoc�t�aioan�Vs� _�'� =� I BUILDING BUILDING STREET ADDRESS (Including Apt, Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. DuJ./-�MmpartyrlNPFCGNriaitfe-"t 1.7 / L 12AL;� 7&-> tQ twoea D V - CITY . D L)P PAM Cil � q S 73 8 ..:... PROPERTY'DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, air-) BUILDING USE (a.& Residential, Non-residentlal, Addition, Accessory, Sir- Use a Comments area, if necessary.) P.e�?"S ir7—.v-r- LATITUDE/LONGITUDE (OPTIONAL) ` , HORIZONTAL DATUM: SOURCE: L. -J GPS (Type): (# °-#V-##.#r or NAD 1927 LJ NAD 1983 LJ USGS.Quad Map Lj Other. SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP COMMUNITY NAME 8 COMMUNITY NUMBER B2 COUNTY NAME B3. STATE B v -7— 06_oo t7 8 V77-jE- I OA B4. MAP AND PANEL B5. SUFFIX B6. FIRM INDEX B7. FIRM PANEL I B8. FLOOD B9. BASE FLOOD ELEVATION(S) ER � 6 Q A�oQ EFFECTNE/REVISED DATE ZON�S) O, O of flooding) o(� � /one 5 810. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in 89. LJ FIS Profile )CJ FIRM LJ Commun' ermined "Other (Describe): 811. Indicate the elevation datum used for the BFE in B9: NGVD 1929 " NAVO 1988 " Other (Describe): B12. Is the building located in a Coastal Barrer Resources System (CBRS) area or Otherwise Protected Area (OPA)? LJ Yes No Designation Date SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: Wconstruction Drawings* "Building Under Construction" "Finished Construction •A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number $_ (Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations - Zones Al -A30, AE, AH, A (with BFE), VE, V1430, V (with BFE), AR, AR/A, ARAE, AR/A1-A30, AR/AH, AR/AO Complete Items C3.a4 below according to the building diagram specified in Item C2 State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum ConversiordComments Elevation reference mark used 'F M s S . Does the elevation reference mark used appear on the Fi es L.J No 4 a) Top of bottom floor (including basement or enclosure) fL(m) ,� Q� S10,4 ❑ b) Top of next higher floor ,9 ❑ c) Bottom of lowest horizontal structural member (V zones only) ft(m) �Q� J\� W BgCy ❑ d) Attached garage (top of slab) / fL(m) e 9 ,2 �, Exp. ❑ e) Lowest elevation of machinery and/or equipment '� m CM VQ 6�0--� 1 y servicing the building (Describe in a Comments area.) .0 ft (m) w N0. 168 f) Lowest adjacent (finished) grade (LAG) .,Tit(m)it(m) z w ZX7 ❑ g) Highest adjacent (finished) grade (HAG) ft(m) �j h) No. of permanent openings (flood vents) within 1 fl: above adjacent grade At q: �CIM L i) Total area of all permanent openings (flood vents) in C3.h 2o YQ sq. in. (sq. cm) SECTION D -SURVEYOR. ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to -cerify elevation information. l cerifl)r that the infommador► in Secdons A, B, and C on -this certificate represents my best efforts to interpret the data aveilabla l understand that any false statement may be punishable by fine or imprisonment under. 18 U.S. Code, Section 1001. CERTIFIER'' NAMEC- ti / R Ar_l l M a ,,Q p_ C� S�NUMBER $ 0 3 TITLED��'5 5lc�/.1 F„�l GQ, COM Y � 550 ADDR `�.' ESS'5C,7 7 A/at4C: 12. GAGE CN /ro �ST�1TE ZIP coo -S SIGNATURE DATE TELEPHONE IMPORTANT: In these spaces, copy the corresponding Information Thom Section A.fasiaaricCampa:tls'e<<' BUILDING S�TrREET ADDRESS (Including ApL, U it, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX No. a _: __ ==_. :••_ CITY STAn ZIP OVIA q-5 9 E =CiknpanlVAtC�lEjmtSer.? :-r SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Mevation Certificate for (1) community official, (2) insurance agentfcompany, and (3) building owner. COMMENTS J30 7 -1,C 6o rJ.vT-'?�.T2e= e, /-!? ASOYS 1-1 Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFI) For Zone AO and Zone A (without BFE), complete Items El. through E4. if the Elevation Certificate is intended for use as supporting information for a LOMA•or LOMR-F, Section C must be completed. El. Building Diagram Number (Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2 The top of the bottom floor (including basement or enclosure) of the building is. I I I fL(m) I I lin.(cm) LJ above or U below (check one) the highest adjacent grade. (Use natural grade, if available.) E3. For Building Diagrams 6-8 with openings (see page 7}, the next higher floor or elevated floor (elevation b) of the building is I I I fL(m) I I lin.(cm) above the highest adjacent grade. Complete Items C3.h and C3.i on front of 1bnn. E4. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? I_1 Yes U No IJ Unknown. The local official must certify this information in Section G. SECTION F -PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION T'ne property owner or owner's authorized representative who completes Sections A, B, C (Items C3.h and C3.i only), and E for Zone A (without a FERIA -issued or community -issued BFE) or Zone AO must sign here. The statements in Sections A, B, C, and E are correct to the best of my knowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS I I Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. G1. I-1 The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2 1_J A community official completed Section E for a building located in Zone A (without a FEIMA-issued or community -issued BFE) or Zone AO. G3. "The following information (Items G4 -G9) is provided for community floodplain management purposes. G4. PERMIT NUMBERI G5. DATE PERMIT ISSUED I ISS A CERTIFICATE OF COMPLIANCEIOCCUPANCY G7. This permit has been issued for. LJ New Construction " Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: _ it(m) Datum: G9. BFE or (in Zone AO) depth of flooding at the building site is: _ fL(m) Datum: LOCAL OFFICIAL'S NAME TIRE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS 1-1 Check here if attachments -s FEDERAL. EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067-0077 NATIONAL FLOOD INSURANCE PROGRAM Expires July 31, 2002 ELEVATION CERTIFICATE Read the instructions on gages I - 7. SECTION A - PROPERTY OWNER INFORMATION`— ;i:T_ BUILDING STREET ADDRESS (Including Apt, Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. "Oopars�tl�I4C6tFWmDe;= CITY • STATE - ZJPCODE - - - D UIQ PAM 0/4 � 573 8 PROPERTY'DESCRIPTION (Lot and Stock Numbers, Tax Parcel Number, Legal Dewriptlon, etc.) BUILDING USE (e.g., Residential, None sidentlal, Addition, Accessory, etc. Use a Comments areaif necessary.) LATITUDEILONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: L GPS (Type): W - ##.ire or i#. °) NAD 19V " NAD 1983 L -J USGS.Quad Map LI Other SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION 81. NFIP COMMUNITY NAME 8 COMMUNITY NUMBER BZ COUNTY NAME B3. STATE o ool Bv� rc c 134. MAP AND PANEL B5. SUFFIX B8. FIRM INDEX 137. FIRM PANEL B8. FLOOD B9. BASE FLOOD ELEVATION(S) ER � 6 EFFECTNE/REVISED DATE ZON�S) � of flooding) I 0(o� � SAyE�Q /50, q. B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. U FIS Profile )CJ FIRM U Commun ,*ermined " Other (Describe): B11. Indicate the elevation datum used for the BFE in B9: L2!1 "GVD 1929 " NAVD 1988 " Other (Describe): B12 Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Lj Yes A No Designation Date: /'I,a SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: Wconstruction Drawings* "Building Under Construction' L(Finished Construction •A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number _ A (Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations — Zones Al -A30, AE, AH, A (with BFE), VE, V1 V30, V (with BFE), AR, ARIA, ARAE, AR/A1-A30, AR/AH, AR/AO Complete Items C3.a4 below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum Conversion/Comments- Elevation reference mark used Z M 5 8 Does the elevation reference mark used appear on the Fl es L No a) Top of bottom floor (inducting basement or enclosure) J it(m) y Q� /0 ❑ b) Top of next higher floor _ t(m) ❑ c) Bottom of lowest horizontal structural member (V zones only) ft(m) c �Q� �� BqC l % ❑ d) Attached garage (top of slab) / t(m)v Exp, y� ❑ e) Lowest elevation of machinery and/or equipment ku Q' 630--c, 1( 7i servicing the building (Describe in a Comments area.) ft(m) U-1 G No. 16�r I Lowest adjacent (finished) grade (LAG) ft(m) z ❑ g) Highest adjacent (finished) grade (HAG)^" R(m) h) No. of permanent openings (flood vents) within 1 ft above adjacent grade Y `P�9T CIVI: i) Total area of all permanent openings (flood vents) in C3.h 2o'VO sq. in. (sq. cm) SECTION D - SURVEYOR. ENGINEEK OR ARCHI I EC I CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the infonnabon in Sections A, a and C on -this certk&e represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFlER'S NAMEC- W, B Arl !M A t�4 //►� Q �l SJL S 0 3 TITLE Q2ora5 5,1L>A1AL, k-^ G/4. COM Y ,,J 4 A50e, C aooREss*(,c,7 q2�E I� G,gnlE n jro am 5 1 SIGNATURE J� / DATE TELEPHONE v IMPORTANT: In these spaces, cocv the cornescondinal Information from Section A- t9 i (iffiiiiaric Cornosdi BUILDING STREET ADDRESS (Including Apt, U �, Suite, and/or Bldg., No.) OR P.O. ROUTE AND BOX NO. .Falr�"Nrn [acm6ec r: 17/6 Q V �+��� V CRY n ,�/` /G../ I ST 14 p f5—/ GZIIP QDD F— w(�inpan l�tPiC�lrmt5ec':s = _ ass".c=Ex SECTION 'D -SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Eevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. COMMENTS By rE 4:�D tj hint% a 4 Q //2-ra: S /f A5o)(L' I I Check here if attachments SECTION E -BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE Ai0 AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items E1. through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F, Section C must be completed. E1. Building Diagram Number (Select the building diagram most similar to the building for which this certificate is being completed – see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2 The top of the bottom floor (including basement or enclosure) of the building is. 1 I I R(m) I I Iin.(cn) LJ above or U below (check one) the highest adjacent grade. (Use naturaf grade, if available.) E3. For Building Diagrams 6-8 with openings (see page 71 the ne)d higher floor or elevated floor (elevation b) of the building is I I I ft (m) I I lin.(cm) above the highest adjacent grade. Complete Items C3.h and C3.i on front of form. E4. For Zone AO only. If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? LJ Yes U No (J Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION T'ne property owner or owner's authorized representative who completes Sections A, B, C (Items C3.h and C3.i only), and E for Zone A (without a FEMA -issued or community -issued BFE) or Zone AO must sign here. The statements in Sections A, B, C, and E are corned to the best of my knowledge - PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATTWS NAME .ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS IJ Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. G1. "The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. I_I A community official completed Section E for a building located in Zone A (without a FEM.44ssued or community4ssued BFE) or Zone AO. G3. "The following infomration (Items G4Gg) is provided for community floodplain management purposes. G4. PERMIT NUMBER( G5. DATE PERMIT ISSUED I & DEATE CERTIFICATE OF COMPLIANCEIOCCUPANCY G7. This permit has been issued for. LJ New Construction U Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: _ ft(m) Datum G9. BFE or (in Zone AO) depth of flooding at the building site is: _ ft(m) Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS 1-1 Check here if attachments RESIDENTIAL PLAN REVIEW GUIDE SINGLE FAMILY, DUPLEXAND ' MISCELLANEOUS ONLY 385PlOwner: Building Permit Number: ©1 -038s-- Plans ans Examiner: C Y� A P. Number: Q Tt? " Q GENERAL: Zoning requirements — (number of permitted living units). Z. uilding permit valuation. Plans signed by the designer. Proper description of work. on the application. Existing violations on the property. Recorded notice of violation. PLOT PLAN: 1. Complete parcel size and dimensions. 2. Setbacks, side yard, easements, btc. 3. Other buildings or structures. Grading, fills and/or drainage. 5. Flood hazard Special conditions on Parcel Map (Noise, SRA, Fire Sprinklers, Water Tender, Traffic and Drainage fees).... 7. FAU & FAS road setback. 8. Building or utilities across lot lines (record form). FLOOR PLAY: Plans and specifications drawn to scale. with dimensions and of sufficient clarity (Uniform Building Code section 106.3.3).ffi' 10% of natural light and 5% of ventilation (Uniform Building Code section 1203). { w 3 Egress windows (Uniform Building Code section 310.4). . 4 Skylights (Uniform Building Code section 2409 & 2603.7). 5 Glazing in Hazardous locations (Uniform Building Code section 2406). 6. Required room sizes and ceiling heights (Uniform Building Code section 310.6). 7. GFCI in baths, garage, kitchen, wet bat, and exterior receptacles (NEC 210). 4 S. Prohibited locations of gas water heaters (Uniform Plumbing Code 509& 1213.5). 9. Prohibited locations of gas heating equipment (Uniform Mechanical Code 304.5). 1 j 1 . Garage firewall separation - required on garage side including supporting walls 'and posts (Uniform Building Code section 302.4 exception #3). 1 . Wood stove location - Alcove clearance (UMC section 205 confined space & 223 unconfined space). 1 . Smoke detectors (Uniform Building Code section 310.9:1). 1 . Water closet clearances (Uniform Plumbing Code 408.5). 1 . Shower compartment minimum 1024 sq. in. & 30" circle (Uniform Plumbing Code 412.7). Page 1 of 2 STRUCTURAL DETAILS: 1. Conventional construction - Unusually shaped buildings (Uniform Building Code section 2320.5.4). 2: Standard bracing or engineered design (Uniform Building Code se6tion 2320.11.3). 3. Clerestory requiring balloon framing and/or engineering. 4. Three story building requiring engineered calculations and plans. rem • ;V�^� foundation plan complete enough to construct building. �j_dQ 6. Floor construction details complete enough to construct building. �(ood pr U 7. Elevations and wall construction details complete enough to construct building. S' r _ J Roof construction details complete enough to construct building. �,j 5sI n Q I r -t iPit" 9. Rafter ties or bearing ridge beam. ��Ju� 10. Fireplace construction details and calculations if necessary. u,d0 11. Garage door header size(s). ���� • d'�' 12. Porch header size(s). 13. Stud heights. ��0yW,p A 5,00 0 . 14. Expansive soil - special foundation design required. 15. Retaining walls requiring design. 16: Special Inspection requirements. 17. Header sizes.. r 18. Gypsum wallboard nailing inspection required. MISCELLANEOUS ITEMS: Stairway details - landings, rise and run, head clearance, handrails (Uniform Building Code section 1606): I Guardrails (Uniform Building Code section 509). .-. Brick or stone veneer (Uniform Building Code section 1403). Exterior plaster.- weep screeds (Uniform Building Code section 2506.5). Roof pitch for roof covering (Uniform Building Code Table 15-B-1 & 2,15-D-1 & 2). 6: - Rogf covering type = (fire hazard). Foaaz_n insulation - protection. 36" halls and stairways (Uniform Building Code section 1004.3.3.2). Two exits on three - story dwellings (Uniform Building Code section 1004.2.3.2). .0,: Underfloor access and ventilation (Uniform Building Code section 2306.3 & 2306.7). U Attic access and ventilation (Uniform Building Code section 1505). `._.: 2. Combustion air for fuel burning appliances - LPG requirements. 1 . Energy design compliance and supporting documentation. 1 . Flashing at all exterior openings. 1 . CDF responsible area requirements. 1 . Building Permit requirements: 17.1. SRA. 17.2. Flood elevation certificate. 17.3. Fire Sprinklers required. _ 17.4. > Special Inspection requirements. 17.5. Use Permit conditions. 17.6. Sub -Standard, Housing letter. Page 2 of 2 PR -ECT PROCESSING :ORD APPLICANT: OWNER: PL MM , A. P. #: 04.0 -150 - r o WORK DESCRIPTION: DATE pZScRj7noN OF STEP +0 o Pte. ct. y -jot- tell be. -ems fUk O AC� - 06 L� d' art - a r