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058-750-033
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NLL W r i ,, #' �' F. r i ,, #' ,, #' 4 Ir9 lo ::nvirOnmental Health p�-, �, o APR 0 9 2003 7 county center Drive Oreviffe, Cit APPROVED It 4-01 Butte County Environmental Health 4, 0 X N Ir9 lo ::nvirOnmental Health p�-, �, o APR 0 9 2003 7 county center Drive Oreviffe, Cit APPROVED It 4-01 Butte County Environmental Health 4, ol {-0IT j ol ' Api aatt� Envirohn F � I r►viro6mmal ?APR'd9 lon t , 7 County &e " - ted briue� oral iGai ¢ a , ...y'...._ ...._.-.....-w...-,.+r�r•+•..r...._�......+.wn...._e......o-.�.-........ _...tee -..,..,...r.. e....�— ♦ q a'I {-0IT j ol ' Api aatt� Envirohn F � I r►viro6mmal ?APR'd9 lon t , 7 County &e " - ted briue� oral iGai ¢ a , ...y'...._ ...._.-.....-w...-,.+r�r•+•..r...._�......+.wn...._e......o-.�.-........ _...tee -..,..,...r.. e....�— ♦ q a'I P Structural Calculations for Michael Moody Residence APN: 058-750-033 Butte County, CA Response to Butte County Pian Check Comments August 19, 2003 Prepared by: Mark Wegener, PE P.O. Box 2493 Paradise, CA 95967 ��' ` C)�5 Structural Calculations for Michael Moody Residence APN: 058-750-033 Butte County, CA Response to Butte County Plan Check Comments August 19, 2003 Prepared by: Mark Wegener, PE P.O. Box 2493 Paradise, CA 95967 Wegener Engineering Project: Michael Moody Residence Location: APN: 058-750-033, Butte County, CA ,te: August 99, 2003 mw Ch: I Sht: �'XTZLlC.Tt„1fZE t� �It�t.�l.E 4-.5ToZT ( Wool:;) TLt,-� 7Dez � , �t,�� G1-�Er.�'-. Ln,�n a.�.E,•�-� ��TI'E �,.��-�-) � � c.�rjlrvz.� I z -;,e Wegener Engineering Project: Michael Moody Residence Date: August 19, 2003 Location: APN: 058-750-033, Butte County, CA By: mw Ch: Sht: O � � i.� �� �1 ro Wegener Engineering Project: I Michael Moody Residence Location: APN: 058-750-033, Butte County, CA 71- . cV46:'t I rEn Date: Aug Bv: mw Ch: 19, 2003 Sht: I Mark Wegener, PE Title : Job # P.O. Box 2493 Dsgnr: Date: 3:42PM, 20 AUG 03 Paradise, CA 95967 Description Scope Rev: 560100 User, M-0604973, Ver 5.6.0, 2.Sep.2002 (01983.2002 ENERCALC Engineering Software Timber Column Design Page 1 c:\ec55\moody.ecw\moody.ecw:Cafculations a Description Moody Residence -Covered Deck Support Post General information Calculations are designed to 1997 NDS and 1997 UBC Requirements Wood Section 6x6 Total Column Height 14.67 ft Le XX for Axial 14.67 It Rectangular Column ' Load Duration Factor 1.00 Le YY for Axial 14.67 ft Column Depth 5.50 In Fc 1,000.00 psi Lu XX for Bending 14.67 It Width 5.50 in Fb 1,200.00 psi Sawn E - Elastic Modulus 1,600 ksi Douglas Fir - Larch, No.1 Loads Axial Load Dead Load 768.00lbs Live Load 1,664.00 lbs Short Term Load 0.00 lbs LLL���JJJ Eccentricity 0.0001n Summary Column OK Using: 6x6, Width= 5.50in, Depth= 5.50in, Total Column Ht= 14.67ft DL+LL DL+LL+ST DL+ST_ fc : Compression 80.40 psi 80.40 psi 25.39 psi Fc: Allowable 411.13 psi 411.13 psi 411.13 psi fbx : Flexural 0.00 psi 0.00 psi 0.00 psi F'bx: Allowable 1,200.00 psi 1,200.00 psi 1,200.00 psi Interaction Value 0.1956 0.1956 0.0618 Stress Details Fc: X -X 411.13 psi For Bending Stress Caics... Fc: Y -Y 411.13 psi Max k*Lu / d 50.00 Pc: Allowable 411.13 psi Actual k*Lu/d 26.84 F'c:Allow * Load Dur Factor 411.13 psi Min. Allow k*Lu / d 11.00 F'bx 1,200.00 psi Cf:Bending 1.000 F'bx * Load Duration Factor 1,200.00 psi Rb: (Le d / b^2)A .5 7.674 For Axial Stress Calcs... Cf : Axial 1.000 Axial X -X k Lu / d 32.01 Axial Y -Y k Lu / d 32.01 a a a 0 0 4Y-: It jo Wegener Engineering Project: Michael Moody Residence Date: Aug Location: APN: 058-750-033, Butte County, CA By: mw Ch: 1.15E. t�►e� c_.c:,�v�'fj iL � t �Eb i�c� 1'��,,.,a.5� 19, 2003 A- A `, I �� = �, �' u�E t' -o z Z. A 1� -F ,( c t -1W L Nr✓ t ry �,, CaJ �v2Fs c -E ' lie oeP 5 Job # Date: 4:44PM, 20 AUG 03 a Page 1 435.00 lbs 9.500 ft 0.00 #/ft 3.000 ft 0.000 ft Point load 4,132.50 ft-# Total Moment 4,132.50 ft-# Title: Distributed foad Mark Wegener, PIE P.O. Box 2493 D r: Deescscription Paradise, CA 95967 Required Depth 4.868 ft Scope Rev: 560100 User: KW:0604973, Ver 5.6.0, 2 -Sep -2002 Pole Embedment in Soil (c)1983.2002 ENERCALC Engineering Software Description Moody Residence -Lateral Support @ Deck 435.94 psf Allowable 431.62 psf General information Allow Passive 200.00 pcf Applied Loads. Max Passive 1,500.00 psf Point Load Load duration factor 1.330 distance from base Pole is Circular 0 Diameter 18.000 in Distributed Load No Surface Restraint distance to top distance to bottom Summary Moments @ Surface... Job # Date: 4:44PM, 20 AUG 03 a Page 1 435.00 lbs 9.500 ft 0.00 #/ft 3.000 ft 0.000 ft Point load 4,132.50 ft-# Total Moment 4,132.50 ft-# Distributed foad 0.00 Total Lateral 435.00 lbs Without Surface Restraint... Required Depth 4.868 ft Press @ 1/3 Embed... Actual 435.94 psf Allowable 431.62 psf a 0 o 0 Wegener Engineering Project: Michael Moody Residence Location: APN: 058-750-033, Butte County, CA ?: Aug mw Ch: t-�TE1zJ�t... (� hz.yn.ST` c�F "'LES+'�7E►vc.E O 99, 2003 Shf: � Wegener Engineering Project: Michael Moody Residence Location: APN: 058-750-033, Butte County, CA te: Aug mw Ch: �+�%1 tv G,�t'�✓.�Gt'T�� � ��IC.% [� /•.L L�'Nrj "�y�T,�N t,'�� G►{�L- ��-yiZNINZ.�-eU �r�N�V U�'M�, p I�I�t•.E�. ' G� x I�Ir,� I> �4f W/'� c -H eCAZ_ 7:;>r� 63r'7-O'c" 19, 2003 Sht: I b 4n, 1l-i� le/ Tlb Wil, 7 -.AFL- Ifw u= d 1..14' I71 -77- a IR n In n u ■1 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX July 21, 2003, Michael Moody P.O. Box 4056 Quincy, CA 95971 Assessor Parcel Number: 058-750-033 Building Permit Number: 03-1055 Thank you for submitting the plans for your building project. The plans have been reviewed, and the plan examiner's comments are listed below. Please respond in writing to eacli item by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Your complete and clear response will expedite the re -check and approval of this project. NON-STRUCTURAL COMMENTS: None STRUCTURAL COMMENTS: 1. The plans show a 2x12 ridge at the stick -built covered porch. Without ties at 4' on center or ceiling joists, the ridge becomes a bearing beam. Provide ties at 4'on center, 2x 10 ceiling joists at 12" on center, or design the ridge beam, with straps, to carry the roof load. 2. Because the porch on the right side of the house is 8 -feet wide, and it is not a shed roof, it does not comply with the prescriptive bracing requirements of the California Building Code Seca 2320. The front wall of the house also does not comply because there is more than 4'offset in the wall line between the great room and bedroom 43. Please provide a lateral analysis from an engineer or architect for the front and right side of the house. 3. Provide documentation from the engineer or arclvtect stating that he/she has reviewed the trusses and they conform to his/her design. W4 Please provide calculations for the 8' long 4x6 girders that support the covered deck joists on the right side of the house. If you wish to discuss any of these requirements, please call (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. To discuss non-structural items, ask for Linda. Philo will answer your structural questions. Please refer to your Data Sheet for remaining non -plan check items. (You received this form when you applied foryour permit.) The counter staff will answer any questions concerning the Data Sheet. lx) Linda Simpson Philo Hunt, P.E. Plans Examiner Plan Check Engineer I 1 of i CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R .Project Title.......... MOODY RESIDENCE Date..03/20/03 12:52:24 ******* Pro3ect Address........ BUNKER HILL MINE RD. YANKEE HILL, CA *v6.01* Documentation Author... ROBERT A. MANGRUM ******* " Paradise Mechanical 5655 Almond Street Paradise; CA 95969 530-877-8882 Climate Zone 11 Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File-RANDAL23 Wth-CTZ11S92 Program -FORM CF -1R User#-MP1342 User -Paradise Mechanical Run-RANDAL23 TITLE 24 1471 Component 'type Wall Door Roof Floor GENERAL INFORMATION Conditioned Floor Area..... 1334 sf Building Type .............. Single Family Detached Construction Type ......... New Building Front Orientation. Front Facing 180 deg (S) Number of Dwelling Units... 1 Number of Stories.. ...... 1 Floor Construction Type.... Raised Floor Glazing Percentage......... 16.3 %- of floor area Average Glazing U -factor... 0.35 Btu/hr-sf-F Average Glazing SHGC....... 0.4 Average Ceiling Height..... 8.6 ft BUILDING SHELL INSULATION Frame Cavity Sheathing Total Assembly Type R -value R -value R -value U -factor Location/Comments Wood R-17.8 R-0 R-17.8 0.065 None R-0 R-0 R-0 0.330 Wood R-11 R-27 �R-38 0.025 Wood R-19 R-0 R-,19 0.037 FENESTRATION Orientation Window Front (S) Window Front (S) Window Front (S) Window Left (W). Window Back (N) Window Back (N) Window Back (N) Window Back (N) Door Right (E) Window Right (E) Area U- Interior (sf) Factor SHGC Shading 30.0 16.0 16.0 30.0 10.0 8.0 8.0 30.0 40.0 30.0 r, — 0(Sb 0.350 (k30 0`"350 0 350 0. 50' 0. 50' 0.„50 0 350 0 1350 Over - Exterior hang/ Shading Fins tandard tandard tandard tandard tandard tandard tandard tandard tandard tandard Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R Project Title.......... MOODY RESIDENCE Date --03/20/01 12.52.-24 MICROPAS6 v6.01 File-RANDAL23 Wth-CTZ11S92 Program -FORM CF -1R User#-MP1342 User -Paradise Mechanical Run-RANDAL23 TITLE 24 1471 Equipment Type Furnace ACPackage Tank Type Storage HVAC SYSTEMS Refrigerant Tested Minimum Charge and Duct Duct Duct Efficiency Airflow Location R -value Leakage ,'o.'M00`"tTE n/a Crawlspace - R-4.2 No 1 10:00 SEER.:,, No Crawlspace R-4.2 No ACCA Manual Thermostat D Type No Setback No Setback WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Heater Type Distribution Type System Factor (gal) R -value Gas Standard 1 0-. 7 40 R- n/a SPECIAL FEATURES AND MODELING ASSUMPTIONS *** Items in this section should be documented on the plans, *** *** installed to manufacturer and CEC specifications, and *** *** verified during plan check and field inspection. *** rThig- uil�ng incorporates a-Housewrap/Air Infiltration Retarder. `----� This building incorporates non-standard Duct Location. ., This. building-incorporates-Ducts--ina-Crawlsga.c oBad&en Location, .,All,supply registers must be,within 2 ft of floor. HERS REQUIRED VERIFICATION *** Items in this section require field testing and/or *** *** verification by a certified home energy rater under *** *** the supervision of a CEC-approved HERS provider using *** *** CEC approved testing and/or verification methods.and *** *** must be reported on the CF -6R installation certificate. *** This building incorporates non-standard Duct Location. This building incorporates Ducts in a Crawlspace or Basement Location. The local enforcement agency may waive HERS verification for these locations. REMARKS CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R Project Title.......... MOODY RESIDENCE Date..03/20/03 12:52:24 I a MICROPA86 v6.01 File-RANDAL23 Wth-CTZ11S92 Program -FORM CF -1R User#7MP1342 User -Paradise Mechanical Run-RANDAL23 TITLE 24 1471 COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title -24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features Modeling Assumptions section. DESIGNER or OWNER DOCUMENTATION AUTHOR Name. DAVE ANDERSON Name.... ROBERT A. MANGRUM .Company. PARADISE DESIGN COLLABOR. Company. Paradise Mechanical Address. 5439 BLACK OLIVE DR. Address. 5655 Almond Street PARADISE, CA 95969 Paradise, CA 95969 Phone... (530 87-5912 Phone... 530-877-8882 License. C —17-10 (0 Signed.. ZI igned .. ENFORCEMENT .AGENCY (dat ) (date) Name Title.. Agency.. Phone... Signed (date) MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 4 MF -1R Project Title.......... MOODY RESIDENCE Date..03/20/03 12:52:24 ******* Protect Address........ BUNKER HILL MINE RD. YANKEE HILL, CA *v6.01* Documentation Author... ROBERT A. MANGRUM ******* Building Permit # Paradise Mechanical 5655 Almond Street Plan Check / Date Paradise, CA 95969 530-877-8882 Field Check/ Date Climate Zone. ... 11 Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File-RANDAL23 Wth-CTZ11S92 Program -FORM MF -IR User#-MP1342 User -Paradise Mechanical Run-RANDAL23 TITLE 24 1471 Note: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed. on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES Design- Enforce- � *150(a): Minimum R-19 ceiling insulation. er ment 150(b): Loose fill insulation manufacturer's labeled R -Value. *150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U -factor in metal frame walls (does not apply to exterior mass walls). *150(d): Minimum R-13 raised floor insulation in framed floors. 150(1): Slab edge insulation - water absorption rate no greater than 0.3%-, water vapor transmission rate no greater than 2.0 perm/inch. 118: Insulation specified or installed meets insulation quality standards. Indicate type and form. 116-17: Fenestration Products, Exterior Doors and Infiltration/ Exfiltration Controls 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. 2. Fenestration products (except field fabricated) have label with certified U -factor, certified Solar Heat Gain Coefficient (SHGC), and infiltration certification. 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. 150(8): Vapor barriers mandatory in Climate Zones 14 and 16 only. 150(f):•Special infiltration barrier installed to comply with Sec. 151 meets Commission quality standards. 150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door b. Outside air intake with damper and control c Flue damper and control 2. No continuous burning gas pilots allowed. 'i MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 5 MF -1R Project Title.......... MOODY RESIDENCE Date..03/20/03 12:52:24 MICROPAS6 v6.01 File-RANDAL23 Wth-CTZ11S92 Program -FORM MF -1R User#-MP1342 User -Paradise Mechanical Run-RANDAL23 TITLE 24 1471 SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES Design- Enforce- er ment 110-113: HVAC equipment, water heaters, showerheads and faucets certified by the Commission. 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACOA. 150(1): Setback thermostat on all applicable heating and/or cooling systems. 150(j): Pipe and Tank insulation 1. Storage gas water heaters rated with an Energy Factor less than 0.58 must be externally wrapped with insulation having an installed thermal resistance of R-12 or greater. . 2. First 5 feet of pipes closest to water heater tank, non - recirculating systems, insulated (R-4 or greater). 3..Back-up tanks for solar system, unfired storage tanks, or other indirect hot water tanks have R-12 external insulation or R-16 combined internal/external insulation. 4. All buried or exposed piping insulated in recirculating sections of hot water system. 5. Cooling system piping below 55 degrees insulated. 6. Piping insulated between heating source and indirect hot water tank. *150(m): Ducts and Fans 1. All ducts and plenums installed, sealed and in- sulated, to meet the requirements of the 1998 CMC sectons 601, 603, and 604, and standard 6-3; ducts insulated to a minimum installed level of R-4.2 or enclosed entirely in conditioned space. Openings shall be sealed with mastic, tape, aerosol sealant, or other duct -closure system that meets the applicable requirements of UL181, UL181A, or UL181B. If mastic or tape is used to seal openings greater than 1/4 inch, the combination of mastic and either mesh or tape shall be used. Building cavities shall not be used for conveying conditioned air. Joints and seams of duct systems and their components shall not be sealed with cloth back rubber addhesive duct tapes unless such tape is used in combination with mastic and drawbands. 2. Exhaust fan systems have backdraft or automatic dampers. 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. 114: Pool and Spa Heating. Systems and Equipment 1. System is certified with 78% thermal efficiency, on-off switch, weatherproof operating instructions, no electric resistance heating and no pilot light. 2. System is installed with: a. At least 36 inches of pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spas. 3. Pool system has directional inlets and a circulation pump time switch. Al 115.: Gas-fired central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously burning - --- ------ MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 6 MF -1R `Project Title.......... MOODY RESIDENCE Date..03/20/03 12:52:24 MICROPAS6 v6.01 File-RANDAL23 Wth-CTZ11S92. Program -FORM MF -1R User#-MP1342 User -Paradise Mechanical Run-RANDAL23.TITLE 24 1471 pilot light (Exception: Non -electrical cooking appliances with pilot < 150 Btu/hr). LIGHTING MEASURES r T Design- Enforce- er ment 150(k)l: Luminaires for general lighting in kitchens shall have lamps with an efficacy of 40 lumens/watt or greater for general lighting in kitchens. This general lighting shall be controlled by a switch on a readily accessible lighting control panel at an entrance to the kitchen. -150(k)2: Rooms with a shower or bathtub must have either at least one luminaire with lamps with an efficacy of 40 lumens/watt or greater switched at the entrance to the room or one of the alternatives to this requirement allowed in Sec. 150(k)2.; and recessed ceiling fixtures are IC (insulation cover) approved. - - - COMPUTER METHOD SUMMARY Page 7 C -2R Project Title.......... MOODY RESIDENCE Date..03/20/03 12:52:24 Pro ct Add BUNKER HILL M ******* �e ress........ INE RD. -- YANKEE HILL, CA *V6.01* Documentation Author... ROBERT A. MANGRUM ******* Building Permit # Paradise Mechanical 5655 Almond Street Plan Check / Date Paradise, CA 95969 530-877-8882 Field Check/ Date Climate Zone. 11 Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File-R.ANDAL23 Wth-CTZ11S92 Program -FORM C -2R User#-MP1342 User -Paradise Mechanical Run-RANDAL23 TITLE 24 1471 MICROPAS6 ENERGY USE SUMMARY Vent Energy Use Standard Proposed Compliance (kBtu/sf-yr) Design Design Margin Space Heating.......... 14.56 11.46 3.10 Space Cooling.......... 14.70 12.27 2.43 Water Heating.......... 17.12 14.25 2.87 Total 46.38 37.98 8.40 *** Building complies with Computer Performance *** Zone Type HOUSE Residence �r GENERAL INFORMATION Conditioned Floor Area..... 1334 sf Building Type............. Single Family Detached Construction Type ... New Building Front Orientation. Front Facing 180 deg (S) Number of Dwelling Units... 1 Number of Building Stories. 1 Weather Data Type.... ReducedYear Floor Construction Type.... Raised Floor Number of Building Zones... 1 Conditioned Volume......... 11492 cf Slab -On -Grade Area......... 0 sf Glazing Percentage......... 16.3 Is. of floor area Average Glazing U -factor... 0.35 Btu/hr-sf-F Average Glazing SHGC....... 0.4 Average Ceiling Height..... 8.6 ft BUILDING ZONE INFORMATION Floor # of Vent Vent Air Area Volume Dwell Cond- Thermostat Height Area Leakage (sf) (cf) Units itioned Type (ft) (sf) Credit COMPUTER METHOD SUMMARY Page 8 C -2R Project Title.......... MOODY RESIDENCE Date..03/20/03 12:52:24 MICROPAS6 v6.01 File-RANDAL23 Wth-CTZ11S92 Program -FORM C -2R User#-MP1342 User -Paradise Mechanical Run-RANDAL23 TITLE 24 1471 Surface HOUSE 1 Wall 2 Wall 3 Wall 4 Wall 5 Door 6 Roof 7 Floor Orientation HOUSE 1 Window 2 Window 3 Window 4 Window 5 Window 6 Window 7 Window 8 Window 9 Door 10 Window OPAQUE SURFACES Area U- Insul Act Solar Form 3 (sf) factor R-val Azm Tilt Gains Reference 286 226 312 225 20 1334 1334 Front ( S ) Front (S) Front (S) Left (W) Back (N) Back (N) Back (N) Back (N) Right (E) Right (E) 0.065 17.8 180 90 Yes W.19.2X6.16 0.065 17.8 270 90 Yes W.19.2X6.16 0.065 17.8 0 90 Yes W.19.2X6.16 0.065 17.8 90 90 Yes W.19.2X6.16 0.330 0 180 90 Yes None 0.025 38 n/a 0 Yes 8.38.2X4.24 0.037 19 n/a 0 No FC.19.2X8.16 7.0 FENESTRATION SURFACES Location/ Comments Area U- Act Exterior Shade Interior Shade (sf) factor SHGC Azm Tilt. Type/SHGC Type/SHGC 30.0 0.350 0.400 180 90 Standard/0.76 Standard/0.68 16.0 0.350 0.400 180 90 Standard/0.76 Standard/0.68 16.0 0.350 0.400 180 90 Standard/0.76 Standard/0.68 30,0 0,350 0.400 270 90 Standard/0.76 Standard/0.68 10.0 0.350.0.400 0 90 Standard/0.76 Standard/0.68 8.0 0.350 0.400 0 90 Standard/0.76 Standard/0.68 8.0 0.350 0.400 0 90 Standard/0.76 Standard/0.68 30.0 0.350 0.400 0 90 Standard/0.76 Standard/0.68 40.0 0.350 0.420 90 90 Standard/0.76 Standard/0.68 30.0 0.350 0.400 90 90 Standard/0.76 Standard/0.68 OVERHANGS AND SIDE FINS Window- Overhang - - Left Fin Right Fin - Area Left Rght Surface (sf) Wdth Hgth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth Hght HOUSE 1 Window 30.0 6.0 5.0 7.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 2 Window 16.0 4.0 4.0 1.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 3 Window 16.0 4.0 4.0 1.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 4 Window 30.0 6.0 5.0 1.0 4.0 n/a n/a n/a n/a n/a n/a n/a n/a 5 6 Window Window 10.0 8.0 2.0 2.0 5.0 4.0 1.0 1.0 0.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a 7 Window 8.0 2.0 4.0 1.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 8 Window 30.0 40.0 6.0 6.0 5.0 6.6 1.0 9.0 0.0 0.0 n/a n/a n/a n/a nja n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a 9 10 Door. Window 30.0 6.0 5.0 9.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a COMPUTER METHOD SUMMARY Page 9 C -2R Project Title.......... MOODY RESIDENCE Date..03/20/03 12:52:24 MICROPAS6 v6.01 File-RANDAL23 Wth-CTZ11S92 Program -FORM C -2R User#-MP1342 User -Paradise Mechanical Run-RANDAL23 TITLE 24 1471 System Type HOUSE HVAC SYSTEMS Refrigerant Tested Minimum Charge and Duct Duct Duct Efficiency Airflow Location R -value Leakage { ACCA Manual Duct D Eff Furnace 0.800 AFUE n/a Crawlspace R-4.2 No No 0.743 ACPackage 10.00 SEER No Crawlspace R-4.2 No No 0.674 WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value 1 Storage Gas Standard 1 0.62 40 R- n/a SPECIAL FEATURES AND MODELING ASSUMPTIONS *** Items in this section should be documented on the plans, *** *** installed to manufacturer and CEC specifications, and *** *** verified during plan check and field inspection. *** This building incorporates a Housewrap/Air Infiltration Retarder. This building incorporates non-standard Duct Location. This building incorporates Ducts in a Crawlspace or Basement Location. All supply registers must be within 2 ft of floor. HERS REQUIRED VERIFICATION *** Items in this section require field testing and/or *** *** verification by a certified home energy rater under *** *** the supervision of a CEC-approved HERS provider using *** *** CEC approved testing and/or verification methods.and ***. *** must be reported on the CF -6R installation certificate. *** This building incorporates non-standard Duct Location.' This building incorporates Ducts in a Crawlspace or Basement Location. The local enforcement agency may waive HERS verification for these locations. • REMARKS HVAC SIZING Page 10 HVAC Proiect Title.......... MOODY RESIDENCE Date..03/20/03 12:52:24 ******* ProjeCt Address........ BUNKER HILL MINE RD. YANKEE HILL, CA *v6.01* Documentation Author... ROBERT A. MANGRUM ******* Building Permit # Paradise Mechanical 5655 Almond Street Plan Check / Date Paradise, CA 95969 530-877-8882 Field Check/ Date Climate Zone. ..... 11 Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File-RANDAL23 Wth-CTZ11S92 Program -HVAC SIZING User#-MP1342 User -Paradise Mechanical Run-RANDAL23 TITLE 24 1471 GENERAL INFORMATION Floor Area ................. 1334 sf Volume ........ ............ 11492 cf Front Orientation.......... Front Facing 180 deg (S) Sizing Location............ OROVILLE RS Latitude... .... ........ 39.5 degrees . Winter Outside Design...... 30 F Winter. Inside Design....... 70 F Summer Outside Design...... 104 F Summer Inside Design....... 78 F Summer Range. .... ..... 37 F Interior Shading Used...... Yes Exterior Shading Used...... Yes Overhang Shading Used...... Yes Latent Load Fraction....... 0.20 HEATING AND COOLING LOAD SUMMARY Heating Cooling Description (Btuh) (Btuh) Opaque Conduction and Solar...... 6298 3333 Glazing Conduction ............... 3052 1984 Glazing Solar .................... n/a 2196 Infiltration ..................... 6537 2684 Internal Gain..... ............. n/a 2100 Ducts. ..... ................... 1589 615 Sensible Load ................. 17475 12912' Latent Load ...................... n/a 2582 Minimum Total Load 17475 15494 Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outside air, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. CDF FIRE SAFE REQUIREMENTS �"--X_- 3 3 AP# PERMIT # NAME Under authority of PRC 4290, the following checked items are required by the Butte County Fire Department and are made apart of this permit. These requirements are minimums and will be superseded by Butte County local regulations which equal or exceed these standards. Field inspections will be made by the Butte County Building Department for compliance. [/ 1272.00 Maintenance of Defensible Space. To ensure continued �\ maintenance of properties in conformance with these standards and measures and to assure continued avail- ability, access and utilization of the defensible space provided for in these standards, annual maintenance must be provide for by the land owner. Driveway Standards [ 1273.02 Surface. All driveway surfaces and structures (bridges, 1273.07 culverts and other appurtenant structures which supple- ment the roadway bed or shoulders) shall provide unob- structed access to conventional drive vehicles, includ- ing sedans and fire apparatus weighing up to 40,000 pounds. {j 1273.03 Grade. Not to exceed 16 percent unless paved. 1273.04 Driveway Radius [ 1. No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional sur- face width of 4 feet shall be added to curves of 50- 100 feet radius; 2 feet to those from 100-200 feet. { 2. The length of vertical curves in roadways exclusive of gutters, ditches and drainage structures designed to hold or divert water shall be not less than 100 feet. 1273.05 Turnarounds. If required, will have a minimum turning radius of 40 feet from the. center of the road. [�} 1273.05 Turnouts. Shall be a minimum of 10 feet wide and 30 feet long with a minimum 25 foot taper on each end. 1270.10 Width. All driveways shall provide a minimum 10 foot traf f is lane and unobstructed vertical clearance of 15 feet along its entire length. Page 1 of .3-*. s 15 AP # PERMIT # NAME 1273.10 l Turnouts. Driveways exceeding 150 feet in length, but less than 800 feet in length, shall provide a turnout near the midpoint of the driveway. Where a driveway exceeds 800 feet, turnouts shall be provided no more. than 400 feet apart. [ 1273.10 Turnaround. A turnaround shall be provided at all building sites on driveways over 300 feet in length and shall be within 50 feet of the building. 1273.11 Gates 1. Gate entrances shall be at least two feet wider than the roadway it serves. 2. The gates must be located at least 30 feet from the roadway and shall open to allow a vehicle to stop without obstructing traffic on that roadway. 3. Where a one-way road with a single traffic lane provides entrance, a 50 foot turning radius shall be used. Fuel Modification 1276.01 Setback for Structure Defensible Space. [ 1. All parcels 1 acre and larger shall provide a mini- mum 30 foot setback for buildings and accessory - buildings from 411 property lines and/or the center of the road. [ j 2. For parcels less than 1 acre, local jurisdiction shall provide for the same practical effect. See Other Requirements below. [ 1276.02 Disposal of Vegetation and Fuels. Disposal, including chipping, burying, burning or removal to a landfill site approved by the local jurisdiction, of 'flammable vegetation and fuels 'caused by site development and construction, road and driveway construction and fuel modification shall be completed prior to completion of road construction )r fiaal inspection of a building permit. Y Page 2 of 3 AP # PERMIT # NAME Other Regurements C ] If Building Setback is 15 to 30 Feet: Class A or B roof - Enclosed eaves C ] If Building Setback is Less Than 15 Feet Choose any 3 of the following: - Metal or no doors on side toward property line with insuffi- cient setback - Class A or B roof with enclosed eaves - Interior automatic sprinkler system per NFPA 13D - Glass area not to exceed 110k of wall area toward property line with insufficient setback - Siding from the following list: Stucco 3 coat Hardi-Board or Plank Masonry Masonry veneer Metal Other Butte County Fire Department approved materials ,'tea ' Symbols Numbering System General Safety Notes PLATE LOCATION AND'ORIENTATION Failure to.Follow Could Cause Property Damage or Personal Injury 3/; Center unless otherwise. *dimensiolate on ons indicate 1, 1. Provide copies of this truss design to the Dimensions are in inches. Apply building designer, erection supervisor, property plates to both sides of truss and owner and all other interested parties. securely seat. J2 J3 J4 2. Cut members to bea tightly against each TOP CHORDS other. 18 C2 Q J5 3: Place plates on each face of truss at each, ,. . c, 3 o joint and embed fully. Avoid knots and wone locations. 0 Ce at joint CJ 5 _ N 4. Unless otherwise noted,, locate chord splices , O " at panel length (± 6" from adjacent joint.) _ '- ce c7 ca BOTTOM CHORDS 0 5. Unless otherwise noted,' moisture content of * For 4 x 2 orientation, locate lumber shall not exceed 19% at time of fabrication. plates 1/8" from outside edge J 1 J8 J7 J6 of truss and vertical web. 6. Unless expressly noted, this design is not applicable for use with'fire retardant or preservative treated lumber. *This symbol indicates the required direction.of slots in JOINTS AND CHORDS ARE NUMBERED CLOCKWISE 7. Camber is a non-structural consideration and connector plates. AROUND THE TRUSS STARTING AT THE10WEST JOINT FARTHEST TO THE LEFT: is the responsibility of truss fabricator. General practice is to camber for dead load deflection. WEBS ARE NUMBERED FROM LEFT TO RIGHT 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width 9. Lumber shall be of the species and size, and in all respects, equal to or better than the X perpendicular to slots. Second dimension is the length parallel CONNECTOR PLATE CODE APPROVALS grade specified. to slots. BOCA 96-31, 96-67 10. Top chords must be sheathed or purlins provided at spacing shown on design. ICBG 3907, 4922 LATERAL BRACING SBCCI 9667, 9432A 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted: Indicates location of required continuous lateral bracing. WISC/DILHR 960022-W, 970036-N NER 561 12. Anchorage and / or load transferring connections to trusses are the responsibility. of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. BEARING �o 0 14. Do not cut or alter truss member or plate Indicates location of joints at without prior approval of.a professional which bearings (supports) occur. ` 1- engineer. H M e k® 15. Care should be exercised in handling, erection and installation of trusses. MiTek Engineering Reference Sheet: MII-7473 © 1993 MiTek® Holdings, Inc. TROJAN TRUSS, UHLAND GA 95563 Job Truss Truss Type Qty Ply MOODY -ANDERSON 16 0-0 19-9.5 22.6-3 1 26-7-6 32-0-0 R8742407 6.7-1 MOODY B CATHEDRAL 9 1 ' ' -' -- -_..'- -_. ..-.� _. __.. .... _ Scale = 1:63.3 (optional) r.... 6: nn... ,)1 1 7.74.7n 7AnZ Do,.a 7 - TROJAN TRUSS, UHLAND GA 95563 w.<v i on 1 a vee �+ 9.415 16 0-0 19-9.5 22.6-3 1 26-7-6 32-0-0 - - 10.0 - 9-4-15 6.7-1 3-9-5 2-8-13 -4-1-3 5.4-10 1-0.0 -� Scale = 1:63.3 5x8 = i. 5 1x4 5.00 Ff2 3x5 6 3x4 4 7 1x4 )1 c 3x4 3 8 1.5x4 9 14 � n 10 11 a 0 1 2 6x8 = 13 `d 15 12 Io C 3x4 c ._ 3x4 3x4 ; 3x4 _ 4x9 zz _ 16 5x5 - 2.50 12 - 6-0-0 6-5-P 12-8.12 19-0-0 I - 244-1 - - 6-0-0 0-5-6 6-3.4 - 6-3-4 5-4-1 -, _ - 7-7-15 Plate Offsets (X,Y): 110:0-2-3,Edgel LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 37.0 Plates Increase 1.15 TC 0.78 Vert(LL) -0.32 13 >943 M1120 220/195 TCDL 10.0 Lumber Increase 1.15 BC 0.72 Vert(TL) -0.46 13 >658 BCLL 1 0.0 Rep Stress Incr YES WB 1.00 Horz(TL) 0.26 10 n/a BCDL 8.0 Code UBC97/ANSI95 1st LC LL Min I/defl = 360 Weight: 143 lb LUMBER BRACING TOP CHORD - 2 X 4 DF No.1 &Btr-G TOP CHORD Sheathed or 2-5-15 oc purlins. BOT CHORD 2 X 4 DF No. t&Btr-G BOT CHORD Rigid ceiling directly applied or 5-10-1 oc bracing. WEBS 2 X 4 DF Std -G REACTIONS (lb/size) 16=2311/0-5-8, 10=1393/0-5-8 TOP CHORD BRACING @ 24" O.C., UNLESS RIGIDLY SHEATHED, BOTTOM CHORD Max Harz 16=20(load case 6) CONTINUOUSLY BRACED @ 10'0" O.C. UNLESS RIGIDLY SHEATHED. LATERAL Max Uplift 16--577(load case 7), 10=-195(load case 7) BRACING OF WEB MEMBERS, WHERE REQUIRED, ARE AS SHOWN ABOVE FOR ADDITIONAL Max Grav 16 =231 1(load case 1), 10=1563(load case 3) PERMANENT AND TEMPORARY BRACING (WHICH IS ALWAYS REQ'D) REFER TO TPI PUBLICATION HIB -91 BRACING WOOD TRUSSES COMMENTARY AND RECOMMENDATION. FORCES (ib) - First Load Case Only TOP CHORD 1-2=17, 2-3=1140, 3-4-1164,4-5=-1043, 5-6=-2767, 6-7=-2864, 7-8=-3948, 8-9=-4464, 9-10=-4556, 10-11 =16 BOT CHORD 2-16=-1050, 15-16=304, 14-15x1387, 13-14=3438, 12-13=4209, 10-12=4201 WEBS 4-16=-2291, 4-15=851, 5-15=-761, 5-14=2019, 6-14=-283, 7-14=-775, 7-13=470, 8-13=-502, 3-16=-438, 8-12=57,9-12=7 NOTES 1) This truss has been designed for the wind loads generated by 80 mph winds at 25 It above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Design load is based on 37.0 psf specified roof snow load. 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No 16-8: UBC -97. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Bearing -at jai t(s) 40 considers parallel -to grain.value using ANSI/TPI 1-1995 angle to grain formula. )Building clesill Iner should; verify capacity of bearing surface: �7) Two HCDP F ughes c8i9R fSf§ i cotmnended wo connect"truss to bearing wallsAdue-16*oplift at jt(s)_16__ _7 8) One RT7 USP connectors recommended to connect truss to bearing walls due to uplift at jt(s) 10. 9) This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard ®WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer — not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Quality Standard, DSB- 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 MITek IndusWieS, Inc. /QgpFESStQ q - c 17�"5 X * EXP CV or _ C March 21,2003 APP n 2 2003 Job Truss Truss Type Qty Ply MOdDY-ANDERSON R8742406 MOODY AGE MOD. QUEEN 2 1 (optiT " 1- G: 11— 71 KUJAN I KUJJ, V11LA vU WA Ao.7UJ NOTES 4 1) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft abovTgrolmd level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category 1, condition 1 enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per UBC97/ANSI95 if end verticals or cantilevers exist, they are exposed to wind. if patches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek "Standard Gable End Detail" 3) All plates are 1 x4 M1120 unless otherwise indicated. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC -97. 7) A plate rating reduction of 20% has been applied for the green lumber members. 8i! Qne RT7,USP c�tnecfor:Y'1 ni mends a cohrject-fP6ss to befiring wails"dtfe tb t t(s).2, 119,726, 40; 38; 50, 49, 48, 47, 46,45; *4-; 44, 43, 42, 41, 37; 36, 35, 34, 33, 32, 31, 30, 29, and 28.,,N 9) This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASEiS) Standard TOP CHORD BRACING @ 24" O.C., UNLESS RIGIDLY SHEATHED, BOTTOM CHORD CONTINUOUSLY BRACED @ 10'0" O.C. UNLESS RIGIDLY SHEATHED. LATERAL BRACING OF WEB MEMBERS, WHERE REQUIRED, ARE AS SHOWN ABOVE FOR ADDITIONAL PERMANENT AND TEMPORARY BRACING (WHICH IS ALWAYS REQ'D) REFER TO TPI PUBLICATION HIB -91 BRACING WOOD TRUSSES COMMENTARY AND RECOMMENDATION. ® WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer — not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. TM+ Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance mmu regarding fabrication, quality control, storage, delivery, erection, and bracing, consult QST -88 Quality Standard, DSB- 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI 53719 MITek Industries, Inc. T -T -Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property Damage Or Personal Injury Center plate on joint unless dimensions indicate otherwise. 1. Provide copies of this truss design to the Dimensions are in inches. Apply building designer, erection supervisor., property plates to both sides of truss and - owner and all other interested parties. securely seat. J2 J3 J4 2. Cut members to bear tightly against each `. 178 - - TOP CHORDS _ C2 C3 other. - ij8' �I J5 3. Place plates on each face of truss at each c4 joint and embed fully. Avoid knots and wane 3 o at joint locations. O ' . �,� 3 = �y " 4. Unless otherwise noted, locate chord splices CL O at'/4 panel length (± 6" from adjacent joint.) C8 C7 C6 �. BOTTOM CHORDS ..- .. 5. Unless otherwise noted, moisture content of For 4 x 2 orientation, locate, lumber shall not exceed 119% at time of fabrication. plates 1/9' from outside edge J1 Jg J7 J6 of truss and vertical web. 6. Unless expressly noted, thisdesign is not applicable for use with fire retardant or preservative treated lumber. *This symbol indicates the required direction of slots in JOINTS AND CHORDS ARE NUMBERED CLOCKWISE 7: Camber is anon -structural consideration and Is: the responsibility of. truss fabricator: General connector plates. AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTHEST TO THE LEFT. practice is to camber for dead load deflection.. WEBS ARE NUMBERED FROM LEFT TO RIGHT 8. Plate type, size and location dimensions . PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width. 4x4' perpendicular to slots. Second 9. Lumber shall be of the species and size, and in all respects, equal to or better than the . dimension is the length parallel CONNECTOR PLATE CODE APPROVALS grade specified. to slots. BOCA 96-31, 96-67 10. Top chords must be sheathed or purlins provided at spacing shown on design. ICBO 3907, 4922 LATERAL BRACING SBCCI 9667, 9432A 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, Indicates location of required continuous lateral bracing. WISC/DILHR 960022-W, 970036-N NER 561 unless otherwise noted. 12. Anchorage and / or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. BEARING Indicates location of joints at ® 14. Do not cut or alter truss member or plate without prior approval of a professional which bearings (supports) occur.f engineer. MiTek® ' 15. Care should be exercised in handling, erection and installation of trusses. MiTek Engineering Reference Sheet: MII-7473 © 1993 MiTek® Holdings, Inc. t Job Truss Truss Type Qty Ply MOODY -ANDERSON R8742406 MOODY AGE MOD. QUEEN 2 1 (optional) TROJAN TRUSS, ORLAND CA 95963 4.201 SRI s Oct 17 2002 MiTek Industries, Inca Fri Mar 21 12:28:19 2003 Page 1 32-M 32-0-0 LOADING. (psf) 160b 32-0-0 3�0 ^1 100 TCLL 37.0 - 16-0-0 1-0-0 1-0-0 16.0-0 TCDL 10.0 Scale =1:62.5 BC 0.03 3x4 BCLL 0.0 Rep Stress Incr YES 14 Horz(TL) 0.00 26 n/a 1st LC LL Min I/dell = 360 Weight: 187 Ib g BCDL 8.0 1213 1516 (Matrix) LUMBER BRACING TOP CHORD Sheathed or 6-0-0 oc purlins. 5.00 12 11 BOT CHORD 2 X 4 DF No.1 &Btr-G 17 1t) 18 g 19 20 8 21 7 22 0 6 23 t9 5 24 4 25 3 2627, 2 k RIv 91 `!I _R a 0 3x4 - ` 50 49 48 47 46 45 44 43 42 4140 39 3837 36 35 34 33 32 31 30 29 28 3x4 3x4 = 32-M 32-0-0 LOADING. (psf) SPACING 2-0-0 CSI DEFL in Uoc) I/deft PLATES GRIP M1120 185/148 TCLL 37.0 Plates Increase 1.15 TC 0.10 Vert(LL) We' - n/a 1 TCDL 10.0 Lumber Increase 1.15 BC 0.03 Vert(TL) 0.00 >999 BCLL 0.0 Rep Stress Incr YES WB 0.09 Horz(TL) 0.00 26 n/a 1st LC LL Min I/dell = 360 Weight: 187 Ib g BCDL 8.0 Code UBC97/ANSI95' (Matrix) LUMBER BRACING TOP CHORD Sheathed or 6-0-0 oc purlins. TOP CHORD 2 X 4 DF No.1 &Btr-G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BOT CHORD 2 X 4 DF No.1 &Btr-G OTHERS 2 X 4 HF Std REACTIONS (Ib/size) 2=243/32-0-0, 39=14/32-0-0, 26=243/32-0-0, 40=99/32-0-0, 38=99/32-0-01 50=258/32-0-0, 49= 104/32-0-0, 48=155/32-0-0, 47=145/32-0-0, 46=147/32-0-0 45 =147/32-0-0, 44 =147/32-0-0, 43 =148/32-0-0, 42 =147/32-0-0, - =148/32-0-0 34 =147/32-0-0 41 =108!32-0-0, 37 =108/32-0-0, 36 0, 35 , 33 =147/32-0-0, 32 =147/32-0-0, 31 =145/32-0-0, 30 =155/32-0-0, 29 =104/32-0-0, 28 = 258/32-0-0 Max Horz 2=18(load case 6) Max Uplift 2=-56(load case 7), 26=-56(load case 7), 50=-33(load case 6), 49=-28(load case 6) , 48=-27(foad case 7), 47=-28(load case 7), 46=-27(load case 6), 45=-28(load case 7), 44=-27(load case 6), 43=-27(load case 6), 42=-35(load case 7), 41=-14(load case 6), 37=-14(load case 7), 36=-35(load case 5), 35=-27(load case 5), 34--27(load case 7), 33=-28(load case 5), 32=-27(load case 5), 31 =-28(load case 7), 30=-27(load case 7), 29=-28(load case 5), 28=-33(load case 5) Max Grav 2 = 288(load case 2), 39 = 31 (load case 4), 26 = 288(load case 3), 40=119(load case 2), 38=119(foad case 3), 50 = 301 (load case 2), 49=122(load case 2), 48=181(load case 2), 47=170(load case 2), 46=172(load case 2), 45=171(load case 2), 44=171(load case 2), 43=173(load case 2), 42=171(load case 2), 41=127(load case 2), 37 =127(load case 3), 36 -171 (load case 3), 35 =173(load case 3), 34=171(load case 3), 33=171(load case 3), 32=172(load case 3), 31=170(load case 3), 30 =181(load case 3), 29 =122(load case 3), 28=301(load case 3) FORCES (ib) - First Load Case Only TOP CHORD 1-2 =34, 2-3 =34, 3-4 =-49, 4-5 =-37, 5-6 =-39, 6-7 =-38, 7-8 =-39, 8-9 =-38, 9-10 --38, 10-11 =-39, 11-12=-39, 12-13=-25, 13-14=-39,14-15=-39, 15-16=-25, 16-17=-39, 17-18=-39, 18-19=-38, 19-20=-38, 20-21 =-39, 21-22=-38,22-23=-39, 23-24=-37, ' 24-25=-49, 25-26=-65, 26-27=34 BOT CHORD 2-50 =13, 49-50 =13, 48-49 =13, 47-48 =13, 46-47 =13, 45-46=03, 44-45=13, 43-44=13, 42-43 =13, 41-42 =13, 40-41=13, 39-40 =13, 38-39 =13, 37-38 =13, 36-37 13, 35-36 =13, 34-35 =13; 33-34 =13, 32-33 =13, 31-32 s 13, 30-31 =13, 29-30 =13, 28-29 =13, 26-28 =13 WEBS 13-40--91, 15-38=-91, 3-50=-211, 4-49=-94, 5-48=-131, 6-47=-125, 7-46=-125, 8-45=-125, 9-44=-125, 10-43=-127, 11-42=-125,12-41 =-90, 16-37=-90, 17-36=-125, _ dd 29=-94, 25-28=-211 �nA�t�li Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual d d I ded vertical) Applicability of design parameters and proper incorporation of ESSt` C 17180 z x * EXP. 06/30/05 ,k LP Civil. �rFOFcA1-�F°� March 21,200°°3 building component to be mstalla an oa Y• 00,1 component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual APS] web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. j" ��f1 Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Quality Standard, DSB- __ 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss MiTek Industies, Inc. Plate Institute, 683 D'Onofrlo Drive, Madison, WI 53719 ' Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could .Cause .Property Damage or Personal Injury 3/4 *Center plate on joint unless dimensions indicate otherwise. 1. Provide copies of this truss design to the . Dimensions are in inches. Apply building designer ; -erection supervisor, property plates to both sides of truss and owner and all other interested parties. securely seat. J2 J3 J4 2. Cut members to bear tightly against each TOP CHORDS other. 8, tis C2 C3 JS 3. Place plates on each face of. truss at each c, joint and embed fully. Avoid knots -and wane o � at joint locations. O v �' 3 O _ 4. "Unless otherwise noted, locate chord splices - o�� " a at 1/4 panel length (± 6" from adjacent joint.) Ca C7 C6 . - 5: Unless otherwise noted, moisture content of * For 4 x 2 orientation. locate BOTTOM CHORDS lumber shall not exceed 19% at time of fabrication. - plates 1/8" from outside edge of truss and vertical web. J1 J8 J7 J6 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. *This symbol indicates the required direction of slots in : JOINTS AND CHORDS ARE NUMBERED CLOCKWISE -structural consideration and is the responsibility of truss fabricator. General �— connector plates: AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTHEST TO THE LEFT. practice is to camber for dead load deflection. WEBS ARE NUMBERED FROM LEFT TO RIGHT 8. Plate type, size and location dimensions shown indicate minimum plating requirements. PLATE SIZE The first dimension is the width 4 x 4 to slots. Second 9. Lumber shall be of the species and size; and in all respects, equal to or better than the perpendicular . dimension is the length parallel, CONNECTOR PLATE CODE APPROVALS grade specified. to slots. BOCA 96-31, 96-67 10. Top chords must be Sheathed or purlins provided at spacing shown on design. ICBO 3907, 4922 11. Bottom chords require'lateral bracing at 10 LATERAL BRACINGSBCCI 9667,9432A ft. spacing, or less, if no ceiling is installed, unless otherwise noted. Indicates location of required WISC/DILHR 960022-W, 970036-N 1.2. Anchorage and / or load transferring continuous lateral bracing. NER 561 connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. BEARING Indicates location of joints at 14. Do not cut or alter truss member or plate without prior approval of a professional , which bearings (supports) occur. R engineer. r� M i `ie ke 15. Care should be exercised in handling, erection and installation of trusses. MiTek Engineering Reference Sheet: MII-7473 © 1993 MiTek® Holdings, Inc. 1 Qty Ply MOODY -ANDERSON Job Truss Truss Type R8742405 MOODY A MOD. QUEEN 13 1 (optional) SR1 Oct 17 2002 MiTek )ndustries, Inc. Fri Mar 21 12:28:17 2003 Page 1 , ORLAND CA . ?ROJANTRUSS95963 4.201 s - 16 0 0 21-1-6 ,, 26-2-11 32-0.0 a p p _1.0.0 595 10 10.10 5.1-6 5-1-6 5-1.6 5-9-5 1-0-0 Scale = 1:57.5 1-0-0 - 5-95 51-6 - 4x4 5 4x7 = 12 11 — 3x4 — 5x8 - 3x4 = �� ' o Iv 6 8-4-0 -0-0 - - - 16„0-0 23-6-0 - 32 _ I - - 8-40 7-8-0 7-8-0 - - Plate Offsets (X,Y): 12:0-1-4,0-0-11,(8:0-1-4,0-0-11,111:0-4-0,0-3-01 — TH in hoc} I/dell PLATES GRIP LOADING (psf) SPACING 2-0-0 CSI 220/195 0 37.0 Plates Increase 1.15 TC 0.590.22 11 >999 MII20. TCDL 10.0 Lumber Increase 1.15 BC 0.66-0.37 11-12 >99n a BCLL 0.0 Rep Stress Incr YES WB 0.820.12 8 tttrei ht: 143 Ib BCDL 8.0 CodeUBC97lANS195 in I/deft = 360 g BRACING LUMBER TOP CHORD Sheathed or 3-0-11 oc purlins. TOP CHORD 2 X 4 DF No.1 &Btr-G BOT CHORD Rigid ceiling directly applied or 10,-0-0 oc bracing. BOT CHORD 2 X 4 OF No.1 &Btr-G WEBS 2 X 4 DF Std -G DLY REACTIONS Nb/size) 2 =1852/0-3 8, 8 =1852/0-3-8 TOP CHORD BRACING CONTINUOUSLY RAC D @ 110'011 O CL UNLESS ESS I RIGIDLY SHEATHED. D. LATERAL CHORD Max Horz 2=19(load ease 6) BRACING OF WEB MEMBERS, WHERE REQUIRED, ARE AS SHOWN ABOVE FOR ADDITIONAL Max Uplift 2=-287(load case 7), 8=-287(load case 7) PERMANENT AND TEMPORARY BRACING (WHICH IS ALWAYS REQ'D) REFER TO TPI PUBLICATION HIB -91 BRACING WOOD TRUSSES COMMENTARY AND RECOMMENDATION. FORCES (lb) - First Load Case Only TOP CHORD 1-2 =17, 2-3 =-3575, 3-4 =-3179, 4-5 =-2237, 5-6 =-2237, 6-7 =-3179, 7-8 =-3575, 8-9 =17 BOT CHORD 2-12=3281, 11-12=2691, 10-11=2691, 8-10=3281 WEBS 3-12=-463, 4-12=498, 4-11 =-839, 5-11 =1240, 6-11 =-839, 6-10=498, 7-10=-463 NOTES 11 This truss has been designed for the wind toads generated by 80 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 100 mi from hurricane oceaniine, on an occupancy category 1, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33,.and the plate grip increase is 1.33 2) Design load is based on 37.0 psf specified roof snow load. 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live roads per Table No. 16-8, UBC -97. �Q�E.S.S/�� mbe em ers: ;" e 5) A plate rating reduction of 20% has been applied for the greeft'fU � 6jMn-5`RT7#6SPt' hW-6cto re"'ZtlPAiildrrided'T6 connect truss to bearing walls due to uplift at jt(s) 2 and 8. `' ._. C AN�� 7) This truss has been designed with ANSI/TPI. 1-1995 criteria. C r . m LOAD CASE(S) Standard17180 Z * EXP. 06/30/05 C1Vit- �rEofi CM.W A WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE March 21,2003 Design valid for use only with MITek connectors. This design is based only upon parameters shown, and is for an individual building component n be installed and loaded vertically. Applicability of design parameters and proper Inof Incorporation of component is responsibility of building designer - not truss designer. Bracton shown is for lateral support� /� n web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. APR ' 4 2003 Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidanceas[ regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Ouslity Standard, DSB- 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss MiTek Indush7eSr Inc. Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 �...-....._ Symbols PLATE LOCATION AND ORIENTATION 3 " *Center plate on joint unless 1 �4 dimensions indicate otherwise. Dimensions are in -inches. Apply plates to both sides of truss and securely seat. PLATE SIZE - ror 4 x / orientation, {—ate plates 1/8" from outside edge of truss and vertical web. This symbol: indicates the required direction of slots in connector plates. The first dimension is the width X perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required continuous lateral bracing. Indicates location of joints at which bearings (supports) occur Numbering System J2 J3 J4 TOP CHORDS C2 ZC3NC� O 3O U�U� aOCa 0 BOTTOM CHORDS Jl J8 -J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT CONNECTOR PLATE CODE APPROVALS BOCA 96-31, 96-67 ICBO 3907, 4922 SBCCI 9667,9432A WISC/DILHR 960022-W, 970036-N NER 561 MAR M MiTeko MiTek Engineering Reference Sheet: MII-7473 General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at 1/4 panel length (± 6' from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. ,7. Camber is anon -structural consideration and Js the responsibility of truss fabricator. General practice is to camber for dead toad deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 . ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and / or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, - erection and installation of trusses. © 1993 MiTek® Holdings, Inc.