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HomeMy WebLinkAbout041-680-003�u 041-680-003 �. 01-0143 0/ $ELBEN, KIRK 1 y� VILLA VISTA DR., OROVILLE CONTR: ORSILLO CONSTRUCTION NEW SINGLE FAMILY W/ATT GARAGE 041-68N,KI 01 /) BELBEN, KIRK �j �fIL VILLA VISTA DR., OROVILLE CONTR: ORSILLO CONT. �/'O�O I FIRE SPRINKLERS 041-680-003 02-0119 BELBEN, Kirk 2416 Villa Vista Dr., Oroville Conv Garage to LivjN� F �.6v L, 041-680-003 03.0051 BELBEN, KIRK 2416 VILLA VISTA DR., OROVILL ELECTRIC FOR GENERATOR BA 041-680-003 AG 01-42 BELBEN, KIRK & CHRISTINE LOT H3 VILLA VISTA DR. OROVILLE AG EXEMP PERMIT CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1F ------------------------------------------------------------------------------- Project Title.......... BELBEN HOME Date..02/12/01 13:12:56 Project Address........ VILLA VISTA DR. ****** --------------------- O R O V I L L E *V5. 10 * .......... ..Q�._-...0.1.E. �� .............._................ Documentation Author... WILLIAM H. FOX ******* Bui ding Permit # Fox Company 5...'_©1 ..... ........ 3995 Olive -Hwy. Plan Check / Date Orovi l le , CA 95966._.__..__..__.__.._.._._...._....__....---._.._.:.............................. 530-533-2730 Field Check/ Date Climate Zone........... 11 -------------------. Compliance Method...... MICROPAS5 v5.10 for 1998 Standards by Enercomp, Inc. MICROPAS5 v5.10 File-ORS1430 Wth-CTZ11S92 Program -FORM CF -1R User#-MP1809 User -Fox Company Run-ORS1430 -----------------------------------------------=-------------------------------.. GENERAL INFORMATION ___________________ Conditioned Floor Area..... Building Type .............. Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Stories.......... Floor Construction Type.... Glazing Percentage......... Average Glazing U -value.... Average Glazing SHGC....... Average Ceiling Height...:. 1430 sf Single Family Detached New Front Facing 315 deg (NW) 1 ' 1 Slab On Grade 18 % of floor. area 0.52 Btu/hr-sf-F 0.66 9.6 ft Location/Comments ----------------------- Garage, Outside Attic Solid Wood FENESTRATION ------------- Area U- Interior Orientation (sf) Value SHGC Shading -------------------- ----- ------ ------ --------------- Window Front BUILDING SHELL INSULATION Component Frame Cavity Sheathing Total Assembly Type ------------ Type ------- R -value R -value R -value U -value Wall Wood -------- R-13 -------- R-0 ------- R-13 ------- 0.088 Roof Wood R-11 R-19 R-30 0.031 Door n/a R-0 R-n/a R-0 0.330 S1abEdge n/a R-0 R-n/a (NW) F2=0.720 S1abEdge n/a R-0 R-n/a Left F2=0.900 S1abEdge n/a R-0 R-n/a F2=0.500 S1abEdge n/a R-0 R-n/a F2=0.550 Location/Comments ----------------------- Garage, Outside Attic Solid Wood FENESTRATION ------------- Area U- Interior Orientation (sf) Value SHGC Shading -------------------- ----- ------ ------ --------------- Window Front (NW) 15.0 0.530 0.650 Standard Door Front (NW) .20.0 0.510 0.670 Standard Window Front (NW) 15.0 0.530 0.650 Standard Window Front (NW) 15.0 0.530 0.650 Standard Window Front (NW) 5.5 0.510 0.670 Standard Window Front (NW) 5.5 0.510 0.670 Standard Window Left (NE) 15.0 0.530 0.650 Standard Exterior Shading ------------- Standard Standard Standard Susa�nda rd S tan0Q%dJy1 I , tanddard ,0V�r1 Over- hang/ Fins Yes Yes Yes Yes None. None None CERTIFICATE OF COMPLIANCE: RESI,DENTZAL Page 2 CF -1R Project Title.......... BELBEN HOME Date..02/12/01 13:12:56 MICROPAS5 v5.10 File-ORS1430 Wth-CTZ11S92 Program -FORM CF -1R User#-MP1809 User -Fox Company Run-ORS1430 ----------------------------------------------------- -------------------------- FENESTRATION' ------------ Minimum Equipment Type Efficiency ------ ------------ Furnace ------------ Furnace 0.800 AFUE ACSplit 10.00 SEER SLAB SURFACES ------------- Area Slab Type (sf ) -------------- Standard Slab 1430 Over - Exterior hang/ Shading Area U- ----- None Interior Orientation Standard (sf) Value SHGC Shading -------------------- Window Left (NE) ----- 4.5 ------ 0.530 ------ 0.650 --------------- Standard Window Left (NE) 15.0 0.530 0.650 Standard Door Left (NE) 20.0 0.510 0.670 Standard - Window Back (SE) 15.0 0.530 0.650 Standard Window Back (SE) 15.0 0.530 0.650 Standard Door Back (SE) 20.0 0.510 0.670 Standard Window .Back (SE) 15.0 0.530 0.650 Standard Window Back (SE) 15.0 0.530 0.650 Standard Window Back (SE) 15.0 0.530 0.650 Standard Window Back (SE) 15.0 0.530 0.650 Standard Window Back (SE) 4.5 0.530 0.650 Standard Window Right (SW) 6.0 0.530 0.650 Standard Window Right (SW) 6:0 0.530 0.650 Standard Minimum Equipment Type Efficiency ------ ------------ Furnace ------------ Furnace 0.800 AFUE ACSplit 10.00 SEER SLAB SURFACES ------------- Area Slab Type (sf ) -------------- Standard Slab 1430 Over - Exterior hang/ Shading Fins -------------- Standard ----- None Standard None Standard Yes Standard Yes Standard Yes Standard Yes Standard Yes Standard Yes Standard Yes Standard Yes Standard Yes Standard None Standard None HVAC SYSTEMS ------------ Duct Duct Tested Duct ACCA Thermostat .Location R -value Leakage Manual .D Type ------------ Attic --�---- R-4.2 --------- --------- No No -_--_-- Setback Attic R-4.2 No No Setback WATER HEATING SYSTEMS Number Tank External in Energy Size Insulatio Tank Type Heater Type Distribution Type System Factor (gal) R -value. Storage Gas Standard 1 0.62 40 - R- n/a REMARKS ................... ........................ ...... _.......................... _.................. .................... ._. �� ......1[::0-U_A-ffv . ... . . .... . ..................................... . .......... . ......... ..................................._............... _..... _... _........................ ..........^Y�. ��--A!,...j... Np.................................... . .CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- Pro,ject Title.......... BELBEN HOME Date..02/12/01 13:12:56 ----------------=-----------------------------=-------------------------------- ------------------------------------------------------------------------------- MICROPAS5 v5.10 File-ORS1430 Wth-CTZ11S92 Program -FORM CF -1R User#-MP1809 User -Fox Company Run-ORS1430 ------------------------------------------------------------------------------- REMARKS 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.... STEVE ORSILLO Company. ORSILLO CONSTRUCTION Address. 26 RIDGEVIEW OROVILLE CA. 95966 Phone... 589-4202 License.' B-542034 Signed.. ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed.. (date) (date) Name.... WILLIAM H. FOX Company. Fox Company. Address. 3995 Olive Hwy. Oroville, CA 95966 Phone... 530-533-2730 Signed. . ........ ...... .............. ..... _ ........... ..... _.... ......_�.. ( t ) AJ p� CO..� "UNN OVIMPiPPR 1 It MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 1 MF -1R Project Title.......... BELBEN HOME Date..02/12/01 13:12:56 Project Address........ VILLA VISTA DR. ******* --------------------- OROVILLE *vS.10* , Documentation Author... WILLIAM H. FOX ******* Building Permit # ' FoxCompany ....... ........ _............... _,..._........._...._..........__............................ 3995 Olive Hwy. Plan Check / Date Orovi l le , CA 95966 ............................................. __... _.._.._... ..... ............................ 530-533-2730 Field Check/ Date Climate Zone........... 11 --------------------- Compliance Method...... MICROPAS5 v5.10 for 1998 Standards by Enercomp, Inc. ------------------------------------------------------------------------------- MICROPASS v5.10 File-ORS1430 Wth-CTZ11S92 Program -FORM MF -1R User#-MP1809 User -Fox Company Run-ORS1430 ------------------------------------------------------------------------------- Note: Lowrise residential buildings subject to the Standards must contain thesE measures regardless of the compliance approach used. Items marked with ar asterisk (*) may be superseded by more stringent compliance requirements listec on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be.considered by all parties a� minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES -------------------------- Design- Enforce- er / ment *150(a) : Minimum R-19 ceiling insulation. 150(b): Loose fill insulation manufacturer's labeled R -Value. *150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U -value in metal frame walls (does not apply to exterior mass walls). *150(d): Minimum R-13 raised floor insulation in framed floors. .150(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. 116-172 Fenestration Products, Exterior Doors and Infiltration/ exfiltration controls 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. 2. Fenestration products -.(except field fabricated) have label with certified U -value, certified solar heat gain coefficient, and infiltration certification. 3. Exterior doors and windows weatherstripped; all ,joints and penetrations caulked and sealed. 150(g):1 Vapor barriers mandatory in Climate Zones 14 and 16 only. ............................. _....._ .. .............................. ......_..._.._. .............. .............................. z 150(f): Special infiltration barrier installed to comply�is/EhE Sec. 151 meets Commission quality standards. '^+5 . "`'"✓...: 150(e):I Installation of Fireplaces, Decorative Gas Applis���� and Gas. Logs 1. Masonry and factory -built fireplaces have:P130 V RNOPI MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 2 MF -1R ------------------------------------------------------------------------------- Pro,ject Title.......... BELBEN HOME Date..02/12/01 13:12:56 ------------------------------------------------------------------------------- MICROPASS v5.10 File-ORS1430 Wth-CTZ11S92 Program -FORM MF -1R User#-MP1809 User -Fox Company Run-ORS1430 ------------------------------ 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. 'SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES ►-------------------------------------------------------------- Design- Enforce- er ment 110-113': HVAC equipment, water heaters, showerheads and faucets certified by the Commission. .............................. .............................. 150(h): Heating and/or cooling loads calculated -in accordance with: ASHRAE, SMACNA or ACCA. ..... _........ _.......... 150(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 of less than 0.58 must be externally wrapped with insulation having an installed thermal resistance of R-12 or greater. 2. First 5 feet of pipes closest to water heater tank, non - recirculating systems, insulated (R-4 or greater). 3. Back-up tanks for solar systems, unfired storage tanks, or other -indirect hot water tanks have R-12 external insulation or R-16 combined internal/external insulation. 4. All buried or exposed piping insulated in recirculating sections of hot water system. 5. Cooling system piping below 55 degrees insulated. 6. Piping insulated between heating source and indirect / hot water tank. _._�/ ........ ..... .............................. *150(m): Ducts and Fans 1. All ducts and plenums constructed, installed, i'n- sulated, fastened, and sealed to comply with the ICBG 1997 UMC sections 601 and 603; ducts insulated to a' minimum installed R-4.2 or ducts enclosed entirely within conditioned space. Openings shall be sealed with mastic, tape, aerosol sealant or other duct closure system that meets the applicable requirements of UL1811 UL181A, or UL1816 and other applicable specified tests for longevity given in Sec. 150(m). 2. Exhaust fan systems have backdraft or automatic dampers. 3. Gravity ventilating systems serving conditioned space have either a.utomatic or readily accessible, manually operated dampers. ................. _........... .............................. 114: Pool and Spa Heating Systems and Equipment 1. System is certified with 781,.'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 ands it ` for future solar heating. �� MANDATORY MEASURES CHECKLIST: RESIDFNTIAL Page 3 MF -1F ----------------------------------------------------------------------=-------- Project Title.......... BELBEN HOME Date..02/12/01 '13:12:56 ------------------------------------------------------------------------------- MICROPAS5 v5.10 File-ORS1430 Wth-CTZ11S92 Program -FORM MF -1R User#-MP1809 User -Fox Company Run-ORS1430 -------------------------------------------------------------------------------- b. Cover for outdoor pools or outdoor spas. 3. Pool system has directional inlets and a circulation pump time switch. 115: Gas-fired central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously burning pilot light (Exception: Non -electrical cooking appliances with pilot < 150 Btu/hr). LIGHTING MEASURES ----------------- 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 either have at least one luminaire with lamps with an efficacy of 40 lumens/watt or greater switched at the entrance to the room or one of the alternatives to this requirement allowed in Sec. 150(k)2.; and recessed ceiling fixtures are IC (insulation cover) approved. .._............ _............ ............. I................ A ING o VkFP/, COMPUTER METHOD SUMMARY Page 1 C -2R --------------=----------------------------------------------------------------- ------------------------------------------------------------------------------- Project Title.......... BELBE.N HOME Dat e..02/12/01 13:12:56 Project Address.... .. VILLA VISTA DR. ******* --------------------- OROVILLE v5.10* Documentation Author... WILLIAM H. FOX ******* ; Building Permit # Fox Company ........... _... _..... _....... ...... _..... ._............. ..................................... 3995 Olive Hwy. Plan Check / Date Orovi 1 le , CA 95966 .................. _.............. _................ _............................................ 530-533-2730 ;.Field Check/ Date Climate Zone........... 11 --------------------- Compliance Method...... MICROPAS5 v5.10 for 1998 Standards by Enercomp, Inc. ------------------------------------------------------------------------------- MICROPAS5 v5.10 File-ORS1430 Wth-CTZ11S92 Program -FORM C -2R User#-MP1809 User -Fox Company Run-ORS1430 -------------------------------------------------------------------------------. ---------------------------- MICROPAS5 ENERGY USE SUMMARY = Energy Use Standard Proposed Compliance = _ (kBtu/sf-yr) ------------------------ ---------- Design Design ---------- Margin = ---------- - - Space Heating.......... 23.05 22.30 0.75 = = Space Cooling.......... 15.56 15.89 -0.33 = - Water Heating.......... 16.30 13.60 2.70 = = Total 54.91 51.79 3.12 = _ *** Building complies with Computer Performance *** GENERAL INFORMATION Conditioned Floor Area..... 1430 sf Building Type .............. Single Family Detached Construction Type New Building Front Orientation. Front Facing 315 deg (NW) Number of Dwelling Units... 1 Number of Building Stories. 1 Weather Data Type.......... ReducedYear Floor Construction Type.... Number of Building Zones... Conditioned Volume......... Slab -On -Grade Area......... Glazing Percentage......... Average Glazing U -value.... Average Glazing SHGC....... Average Ceiling Height..... Slab On Grade 1 13696 cf 1430 sf 18 % of floor area 0.52 Btu/hr-sf-F 0.66 9.6 ft COMPUTER METHOD SUMMARY Page 2 C -2P Project Title.......... BELBEN HOME Date..02/12/01.13:12:56 ------------------------------------------------------------------------------- MICROPAS5 v5.10 File-ORS1430 Wth-CTZ11S92 Program -FORM C -2R User#-MP1809 User -Fox Company Run-ORS1430 ------------------------------------------------------------------------------- BUILDING ZONE INFORMATION ------------------------- Floor #-of Vent Vent Air Area Volume Dwell Cond- Thermostat Height Area Leakage Zone Type (sf) (cf) Units itioned Type (ft) (sf) Credit -------------- ------------ ----------------------- ----- -------- --------- HOUSE .Residence 1430 13696 1.00 Yes Setback 2.0 Standard No Length Surface (ft) HOUSE 13 S1abEdge 176 14 S1abEdge 9 15 SlabEdge 38 16 S1abEdge 9 Orientation HOUSE LOSSES F2 1 OPAQUE --------------- SURFACES (NW) 2 Door Area U- Insul Act Front Solar Form 3 Surface -------------- (sf) ------ value ----- R-val ----- Azm --- Tilt Gains Reference HOUSE ---- ----- ------------ ]. Wall 189 0.088 13 315 90 No W.13.2X4.16 2 Wall 126 0.088 13 315 90 Yes W.13.2X4.16 3 Wall 125 0.088 13 315 90 Yes W.13.2X4.16 4 Wall 13 0.088 13 315 90 Yes W.13.2X4.16 5 Wall 238 0.088 13 45 90 Yes W.13.2X4.16 .6 Wall 60 0.088 13 45 90 Yes W.13.2X4.16 7 Wall 266 0.088 13 135 90 Yes W.13.2X4.16 8 Wall 224 0.088 13 135 90 Yes W.13.2X4.16 9 Wall 184 0.088 13 225 90 Yes W.13.2X4.16 10 Wall 140 0.088 13 225 90 No W.13.2X4.16 11 Roof 1430 0.031 30 n/a 0 Yes R.30.2X4.24 12 Door 18 0.330 0 225 90 No None Length Surface (ft) HOUSE 13 S1abEdge 176 14 S1abEdge 9 15 SlabEdge 38 16 S1abEdge 9 Orientation HOUSE LOSSES F2 1 Window Front (NW) 2 Door Front (NW) 3 Window Front (NW) 4 Window Front (NW) 5 Window Front (NW) Location/ Comments ----------------- Garage Outside Outside Outside Outside Outside Outside Outside Outside Garage Attic Solid Wood PERIMETER ---------------- LOSSES F2 Insul Solar Factor -------- R-val ------- Gains Location/Comments ----- ---------------------- 0.720 R-0 No 0.900 R-0 No 0.500 R-0 No 0.550 R-0 No FENESTRATION SURFACES --------------------- Area U- Act Exterior Shade Interior Shad (sf) Value SHGC Azm Tilt Type/SHGC Type/SHGC ----- ----- ----- --- - --- -------------- ------------- 15.0 0.530 0.650 315 90 Standard/0.76 Standard/0.68 20.0 0.510 0.670 315 90 Standard/0.76 Standard/0.68 15.0 0.530 0.650 315 90 Sta290.76 Standard/0.68 15.0 0.530 0.650 315 90 ?-S;a'pda(7.Standard/0.68 .5.5 0.510 0.670 315 90 Sta `SAd add,0o. 76 S4tandard/0.68 .. P� COMPUTER METHOD SUMMARY I i Page 3 C -2R --------------------------------------------- - _- _ _ Project Title.......... BELBEN HOME Date..02/12/01 13:12:56 MICROPASS v5.10 File-ORS1430 Wth-CTZ11S92 Program -FORM C -2R User#-MP1809 User -Fox Company Run-ORS1430 ------------------------------------------------------------------------------- FENESTRATION SURFACES Surface Area. (sf) Exterior Shade Interior Shade Type/SHGC Type/SHGC Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0..76 Standard/0.76 OVERHANGS AND SIDE FINS ----------------------- Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68. ----Window-- ------Overhang----- ---Left Fin--- ---Right Fin -- Left Rght Wdth Hgth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth Hght HOUSE Area U- Act Orientation (sf) Value SHGC Azm Tilt 6 Window Front (NW) 5.5 0.510 0.670 315 90 7 Window Left (NE) 15.0 0.530 0.650 45 90 8 Window Left (NE) 4.5 0.530 0.650 45 90 9 Window Left (NE) 15.0 0.530 0.650 45 90 10 Door Left (NE) 20.0 0.510 0.670 45 90 11 Window Back (SE) 15.0 0.530 0.650 135 90 12 Window Back (SE) 15.0 0.530 0.650 135 90 13 Door Back (SE) 20.0 0.510 0.670 135 90 14 Window Back (SE) 15.0 0.530 0.650 135 90' 15 Window Back (SE) 15.0 0.530 0.650 135 90 16 Window Back (SE) 1S.0 0.530 0.650 135 90 17 Window Back (SE) 15.0 0.530 0.650 135 90 18 Window Back (SE) 4.5 0.530 0.650 135 90 19 Window Right (SW) 6.0 0.530 0.650 225 90 20 Window Right (SW) 6.0 0.530 0.650 225 90 Surface Area. (sf) Exterior Shade Interior Shade Type/SHGC Type/SHGC Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0.76 Standard/0..76 Standard/0.76 OVERHANGS AND SIDE FINS ----------------------- Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68. ----Window-- ------Overhang----- ---Left Fin--- ---Right Fin -- Left Rght Wdth Hgth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth Hght HOUSE ]. Window 15.0 5.0 3.0 2.0 0 n/a n/a •n/a n/a n/a n/a n/a n/a 2 Door 20.0 3.0 6.67 6.0 0 n/a n/a n/a n/a n/a n/a n/a n/a 3 Window 15.0 3.0 5.0 6.0 0 n/a n/a n/a n/a n/a n/a n/a n/a 4 Window 15.0 3.0 5.0 2.0 0 n/a n/a n/a n/a n/a n/a n/a n/a 1.0 Door 20.0 2.67 6.67 24.0 0 n/a n/a n/a n/a n/a n/a n/a n/a 11. Window 15.0 3.0 5.0 2.0 0 n/a n/a n/a n/a n/a n/a n/a n/a 12 Window 15.0 3.0 5.0 2.0 0 n/a n/a n/a n/a n/a n/a n/a n/a 13 Door 20.0 2.67 6.67 2.0 0 n/a n/a n/a n/a n/a n/a n/a n/a 14 Window 15.0 3.0 S.0 2.0 0 n/a n/a. n/a n/a n/a n/a n/a n/a 15 Window 15.0 3.0 5.0 2.0 0 n/a n/a n/a n/a n/a n/a n/a n/a 16 Window 15.0 3.0 5.0 2.0 0 n/a n/a n/a n/a n/a n/a n/a n/a 17 Window 15.0 3.0 5.0 2.0 0 n/a n/a n/a n/a n/a 'n/a n/a n/a 18 Window 4.5 3.0 1.5 2.0 0 n/a' n/a n/a n/a n/a n/a n/a n/a hep ppn SAY COMPUTER METHOD SUMMARY Page 4 C -2R ------------------------------------------------------------------------------- Project Title.......... BELBEN HOME Date..02/12/01 13:12:56 ------------------------------------------------------------------------------- MICROPAS5 v5.10 File-ORS1430 Wth-CTZ11S92 Program -FORM C -2R User#-MP1809 User -Fox Company Run-ORS1430 ------------------------------------------------------------------------------- SLAB SURFACES ------------- Area Slab Type (sf) HOUSE Standard Slab 1430 WATER HEATING SYSTEMS --------------------- Number in Tank Type Heater Type Distribution Type System ------------ ----------- ------------------- ------ 1 Storage Gas Standard 1 REMARKS Tank ,Energy Size Factor (gal) 0.62 40 Duct E f f 0.737 0.645 External Insulation R -value R- n/a du kksk 011VGAppp®gip o vs HVAC SYSTEMS Minimum ------------ Duct Duct Tested Duct ACCA System Type ---------------- Efficiency ------------ Location ------------- R -value Leakage Manual D HOUSE ------- --------- --------- Furnace 0.800 AFUE Attic R-4.2 No No ACSplit 10.00 SEER. Attic R-4.2 No No WATER HEATING SYSTEMS --------------------- Number in Tank Type Heater Type Distribution Type System ------------ ----------- ------------------- ------ 1 Storage Gas Standard 1 REMARKS Tank ,Energy Size Factor (gal) 0.62 40 Duct E f f 0.737 0.645 External Insulation R -value R- n/a du kksk 011VGAppp®gip o vs HVAC SIZING Page 1 HVAC ------------------------------------------------------------------------------- Project Title.......... BELBEN HOME Date..02/12/01 13:12:56 Project Address........ VILLA VISTA DR. ******* --------------------- OROVILLE *v5.10* Documentation Author... WILLIAM H. FOX ******* Building Permit # FoxCompany _._ ... _.... _............. ..... __..... ...... ...... ... .......... ......................... 3995 Olive Hwy. Plan Check / Date Or o v i l l e, CA 95966. ................... .............. _..__._........ ------....._..... ....... ........... 530-533-2730 ; Field Check/ Date Climate Zone........... 11 --------------------- Compliance Method...... MICROPAS5 v5.10 for 1998 Standards by Enercomp, Inc. ---------------------------------------=--------------------------------------- MICROPASS v5.10 File-ORS1430 Wth-CTZ11S92 Program -HVAC SIZING User#-MP1809 User -Fox Company Run-ORS1430 _----------------------------------------------------------- -------------------- GENERAL INFORMATION ------------------- Floor Area... ............. Volume ..................... Front Orientation.......... Sizing Location............ Latitude........... ...... Winter Outside Design...... Winter Inside Design....... Summer Outside Design...... Summer Inside Design....... Summer Range ............... Interior Shading Used...... Exterior Shading Used...... Overhang Shading Used...... Latent Load Fraction....... 1430 sf 13696 cf Front Facing OROVILLE RS 39.5 degrees 30 F 70 F 104 F 78 F 37 F Yes No Yes 0.30 HEATING AND COOLING LOAD SUMMARY 315 deg (NW) -------------------------------- Heating Cooling Description (Btuh) (Btuh). -------------------------------------------------------- Opaque Conduction and Solar...... 13712 5230 Glazing Conduction ............... 5391 3504 Glazing Solar .................... n/a 8363 Infiltration ..................... 7790 3198 Internal Gain .................... n/a 2550 Ducts ............................ 2689 2285 Sensible Load .................... 29583 25130 Latent Load ...................... n/a 7539 ----------- Minimum Total Load 29583 ----------- 32670 Note: The loads shown are only one of the criteria affec jjn�--the selection of HVAC equipment. Other relevant design. factorsoseuhS' a r flow requirements, outside air, outdoor design temperaturCes�;� co Yi.ng, availability of equipment, oversizing safety margin, etc., PqV,9%,Iso be considered. It is the HVAC designer's responsibility -' to c1. on de ��l aI Its HVAC SIZING Page 2 HVAC Project Title......,... BELBEN HOME Date ..02/12/01 13:12:5E ------------------------------------------------------------------------------- MICROPASS v5.10 File-ORS1430 Wth-CTZ11S92 Program -HVAC SIZING User#-MP1809 User -Fox Company Run-ORS1430 ------------------------------------------------------------------------------- factors when selecting the HVAC equipment. K vo A ® tt� ® V j iI Mai r Al 10 0 <� A2 � O A2 0 n C' A2 A2 A2 im N o A2 0 TT C F U" S� S A3 o — — — — O — — A3 w 0)p o p A3 o o C - A3 A3 A3 A3 A3 A4 A JA l' 0 o Ex X X X X X C- C- X X X F 23-0 00 MM 0� OW f w mw N)r D W o N c iP � m � -Al -n m > O U) O r Z O < D r m TN) � U)0 N r ommz c o c � y -n ;U G) � n (o m � m o X c _ m22 Wr Z F w•j C 0 � .i Alternate Smd Connection With Staple!; (yp. Stud NOTE: Vent Mocks may be omitted Connection where no vent is required, \ '•31, T-74' DESIGN FOR TYPICAL GABLE END TRUSS D 8 - 14 k: ' � V t„A/fw.. co - 00.1 rinp,Y....r �...... wN.p ro .,.•n�..l r.r..r.:.a.A«,...i ...a ... r.:,,p.:r..a ., a....-,: «pot .< A,•rrr. „,,r ..r•..........rr.,.r•w..t...A...e..w....-<.«r..�K.to-.�t-..Ar�...... rOprnor+..o:rw.r ..ra w.a ., w..r.. .. ..�. .•-i r.o.e .n.r�.............ce..w.p+.o.-.,....w..»...�r.•.� TRUBWAL FUt No. Gable End Trusa Date: 12/i/l8 u o Rrf: [?c�.Dy:JN Ck,TJy: tiwvi o....,r.A.�r:ro .., tw...to.�p bit A ,ww_i,�wrbr..M ..rr ..�rw.....: r. nes«. pN.1fA0ewn.Or. .A,� 1NIro o.r..ANMM.. .., Is .ro w..�r'n w�»a .o«.�.n rew TlANTr t 4 n i L ] 0 c u 7 lO U-31, T-11 Varlce to sull vent or outlooker Cutout for 2x1 laid flat { iSpacing per building r� Tans) U 1 n � rel g x 1" Crown 1 1 1/4"Ione D-2,5/1 - T-31 or equal t U 12' U 1 varles' k n r � � - 0 D-74, T-74 n n I Cutout for 2x4 laid not .(Spacing per building plans lx4 Add-on t with Itclnsils at 16"o.c. (by builder) "OFF STUD')CUTOUTS "ON STUD"CUTOUTS DETAILS FOR 2 x 4 OUTLOOKERS GABLE END TRUSS TRUSS 2-16d nail. Truss oc oA� 4 2-I6d nails >� t Plate Line GABLE END BRACING 2-16d It �F��P�• ��Ess tom' 2 /,Vd459132 s ~� xp. 12 31 02: Iiirml fANAH[Ih t„A/fw.. co - 00.1 rinp,Y....r �...... wN.p ro .,.•n�..l r.r..r.:.a.A«,...i ...a ... r.:,,p.:r..a ., a....-,: «pot .< A,•rrr. „,,r ..r•..........rr.,.r•w..t...A...e..w....-<.«r..�K.to-.�t-..Ar�...... rOprnor+..o:rw.r ..ra w.a ., w..r.. .. ..�. .•-i r.o.e .n.r�.............ce..w.p+.o.-.,....w..»...�r.•.� TRUBWAL FUt No. Gable End Trusa Date: 12/i/l8 RON E L DITROIT Rrf: [?c�.Dy:JN Ck,TJy: tiwvi o....,r.A.�r:ro .., tw...to.�p bit A ,ww_i,�wrbr..M ..rr ..�rw.....: r. nes«. pN.1fA0ewn.Or. .A,� 1NIro o.r..ANMM.. .., Is .ro w..�r'n w�»a .o«.�.n rew TlANTr PEAK PLATE: 3.4 (2x4) 5.5 (2x6) 6-6 (2x@) MAXIMUM 1'-0" SAVE WITH 6'-0" MAXIMUM BLOCKS @ 32"o.c. OR 2'-0" EAVE, BRACE SPACING MAXIMUM, WITH 4x2 //2 OR BTR. OUTL.00KERS CUT INTO GABLE @ 32"o.c. 2x4 #2 MINIMUM CONTINUOUS STRONGBACK BRACED TO ROOF STRUCTURE AT 6'-0" MAXIMUM. STRONG"BACK AT ' ; 2x4 STRONGBACK BRACED 4'-10" CLEASPAN, 70 MPH AT EVERY 6'-0" MAXIMUM 1.5-3, "f,YPICAL 4'-1.5"CLEARSPAN, BO MPH CONNECTION MINIMUM GRADE CHORDS AND STUDS 2x4 STUD/STANDARD. STUDS TO BE MAXIMUM 24"o.c. DC SPLICE; 3.4 12x4) CONTINUOUS BEARING WALT. 5-5 (2x6) 6-6 (2x@) A MAXIMUM 40 PSF LIVE LOAD. 00 MPH WIND EXPOSURE C, LESS THAN 20'-0" WALL HEIGHT. C yA `<r y�•'�`ss ACING DETAILS ¢' `T I 5982 1 * =x .12/31/02 # ��. �... C/V'l\- ..1i), HEEL PLATE: 3-412x41 5-5 (2x6) _�Z1 • 6-6 12XB) f i 2x4 BRACE l t ��Zlr , II _1 WALL BRACING PER BUILDING DESIGNER. II II 2x4 CONTINUOUS BACKING r WITH 16d NAILS AT 24" o.c.' TO THE WALL PLATE. SECTION A GABLE END FRAMING CONNECTION DETAILS (MIN. NAIL REQUIREMENTS SHOWN) 2x4 SOLID BLOCK WITH 3.16d NAILSI @d AT 6" ox GABLE STUD SHEATHING TO GABLE EA. END AND Bd NAILS FROM SHEATHING 'TRUSS, Bd AT 6" o.c. 1'0 BLOCK AT' 6-o.c. / 1_ /I 1 A" NOTCH @ 32" o.c. I I •YI If'I 4-100 NAILS 1.16d - 16d AT 24'1o.c. 77 2- l 6d 16d 1 SOLID BLOCK AT x 2-16d WITH 2.16d TOE- 24"o.c. NAILED EA. END 2-16d: /CODE SPACING DATE ....� WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. MODEL 20 UBC CONTINUOUS 2/11/99 ons amyln rs h,r als mr. ills: I 1 I's U co nponcm. n has been bassist on snerdicadons provoed by rhe component mamdactiner and done in acconlancu wnh Thu cuuwn "wri'ls ul rPl also AFPA design sfan0arrls. No responsibedy is assumed lar dimunsional accuracy. Dimensions are 1� to bu •ebbed by IIID component nlannlaclurer and/or bmldmg designer prior to fabrication. Tim building designer shall ascertain Inal the loads Tl7iJ ►VV unfired on rills design fiscal or excued file loading unposed by the local building code. II is assumed that Ilse lop chord is laterally braced by the r 001 or hoot sheathing and Ilse bottom chord is laterally braced by a rigid sheathing material directly attached• unless otherwise noted. Bracing VCf•��f ` shu'.vn is list lateral support of eonipononls meusbers only to reduce buckling length. this component shall not be placed in any environment that _ RWWW®-d Si M LM will cause the moislure content of file wood exr•.eed 19% and/or cause connector plate corrosion. Fabricate. handle, install and brace this buss in GABLE D E 7 /a I L S INLISWAL SYSTEMS CORPORATION accordance with the IollovnnU slandards: 'InUSCOM MANUAL' by Tmswal.'OUALITY CONTROL STANDARD FOR METAL PLATE CONNECTED YrooD TnUSSES- . (OSr66). 'HAt1ULING RISTALLING ANO BRACING METAL PLATE COrINEC rEU WOOD TRUSSES' - (HIU-91) anti'H19.91 SUTAk1AI%Y SNEE r' by rPI the Truss Plate Institute ITPI) ss Iocatud at 583 D Orluhio On•e. Madison, Wisconsin 53719. The Anleucan Forest and CO Paper Association (AFPA) is locatud at 1250 Confidtlreul Ave. NW. Ste 200. West glass. UC 20036. " jqb Nam@: BELBEN WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. This design is for an individual building component not truss system. It has been based on specifications provided by the component manufacturer and done in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be. verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads utilized on this design meet or exceed the loading imposed by the local building code and the paticular application. The design assumes that the top chord is laterally Truss ID: Al Qty: -I Drw : COO 10080812-001 TC Live 16.0 psf DurFacs L=1.25 P=1.25 ® LLC by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. only to reduce buckling length. This component shall not be placed in any environment that TC 2x4 DFL #1 & Btr. t Plating sly :,PDSI/TPI - 1995 THIS IFSI(N IS THE CZ 4pmrm rE OF This truss is designed usiM the LEC -97 0x1e. Bncitng shown is for lateral support of components members will cause the moisture content of the wood to exceed 19% and/or cause connector plate corrosion. Fabricate, handle, iasmil and brace this truss in BC Live . 0 psf O.C. Spacing 2 - 0- 0 TRUSWAL SYSTEMS EC 2x4 DFL #1 & Btr. CIL ELK 2x4 DFL SIPNMM hI]L'IZPLE I= MSES. E0*Mr- SIS slzvaz are based CNLY Bldg Micicred =Yes, Erni Zone = No Hmxica ne/Ooean Line = No , Exp Cly = C _ 0 oint Locations e' FIATE VAIIES 1 -ER ICBG 12ES REli%ZI' #1607. Trncled for to PSF rtrn- >t BaL. on the truss ttsterial at each bearing. Bldg �qth 80.00ft, Bldg Width = 50.00ft, 1 Tp5.0 Version T6.2.0 Paper Association (AFPA) is located at 1111 19th Street, NW, Ste 800, Washington, DC 20036. - 0- oo 2- 8- 0 <It is assured that one face of this truss PEPaM� BASED CN GZEEQ I24BERR VAUES. Nfa� roof heir = 23.05ft, t417A = 80 Classificatirn = 4, Dead Iced = 21.0 psf 2 3 2- 8- 0 4- 0- 0 19 20 4- 0- 0 < is sheaYlteci with pl CSB, wood bxard < siding or si If rtct, 9 5- 4- 0 5- 21 5- 4- 0 2, aaditia'ral lcsds mist be aunsidered on 5 6 8- 0 8- 0- 0 22 23 6- 8- 0 8- 0- 0 <1rM-cert—'nucua bearirxj qableB. �y a staples or gable blocks. 7 9- 4- 0 24 9- 4- 0 use ale studs ' lateral bracirx See 8 10- 9- 0 25 10- 9- 0 " TYnrAnRls gable br`c:ing detailT (s)• 9 ll- 6- 0 26 12- 3- 1 M-eral 3n line with the chcrds have - ` 10 12- 3- 1 27 13- 8-. 0 not been cmsidered unlessnoted cdxrwise. 11 13- 8- 0 28 15- 0- 0 mese loads and their ca�ticns are the 12 15- 0- 0 29 16- 4- 0 �� yb; l ; t -y. of the Wilding designer. 13 16- 4- 0 30 17- 8- 0 , 14 17- 8- 0 31 19- 0- 0 15 19- 0- 0 32 20- 4- 0 16 20- 4- 0 33 23- 0- 0 17 23- 0- 0 TYPICAL PLATE : 1.5-3 - 2-8-0 2.8-0 2-X-0 .2.947 2-11-1 2-8-0 1. 2.8-0 4-0-0 2-8-0 5-4-0 8-0.0 10-9-0 13.8-0 16-4.0 19-0-0 23-0-0 11-6-0 , 11-6-0 ` 1 2 3 —4-5 6 7 8 9 10 11 . 12 1314 15 16 17 6 00 -6.00 3.4 6-1-3 =0-4-3 2-0 0 23-0-0 32 33 11-1-1E 4-0.0 Yom- -'-0-" D i,/ 8/2001 �pA OVER C gZNUQVA2S _SUPPORT �rj� Scale: 3/16" 1' 7-0-l5 SHIP =0-4-3 18 19 20 21 22 23 24 25 26 27 28 29 30 31 2-8-0 2-8-0 2-8-0 �, 2-9-0 2-11-1 2.8-0 2-8-0 2-8-0 5-4-0 8.0-0 10-9.0 13-8-0 1640 1940 Truswal Systems Plates are 20 ga. unless shown by "18"(18 ga.) or H"(16 ga.), positioned per Joint Report. Circled plates and false frame plates are positioned as shown above. To ,at !,,-X:CN .12/31/02 \ts1l. B Lll SAR MFG]braced WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. This design is for an individual building component not truss system. It has been based on specifications provided by the component manufacturer and done in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be. verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads utilized on this design meet or exceed the loading imposed by the local building code and the paticular application. The design assumes that the top chord is laterally TBF: 70.7 - WT 3.A't� Chk: Dsgnr: JF #LC = 10 WO: ORS1001 r Customer Name: ORSILLO TC Live 16.0 psf DurFacs L=1.25 P=1.25 ® LLC by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. only to reduce buckling length. This component shall not be placed in any environment that TC Dead 14.0 psf P Re Mbr Bad 1.15 P Bncitng shown is for lateral support of components members will cause the moisture content of the wood to exceed 19% and/or cause connector plate corrosion. Fabricate, handle, iasmil and brace this truss in BC Live . 0 psf O.C. Spacing 2 - 0- 0 TRUSWAL SYSTEMS accordance with the following standards: 'JOINT DETAILS', by Truswal, 'ANSI/TPI 1', 'WTCA 1'-- Wood Truss Council of America Standard Design 'HIB BC Dead 7.0 psf Design Spec UBC -97 4445 Northpark Dr., Colo Springs, CO 80907 Responsibilities, 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (HIB -91) and -91 e' SUMMARY SHEET' by TPI. The Truss Plate Institute (TPI) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and Defl Ratio: L{/240 TC: 14/240 Tp5.0 Version T6.2.0 Paper Association (AFPA) is located at 1111 19th Street, NW, Ste 800, Washington, DC 20036. TOTAL 37.0 ps f job Name: BELBEN Truss ID: A2 Qty: ' 7 Drw : EM 'X -LCC RE7L= SIZE RD2'D 'IC 2x4 DFL #1 & Btr. Plating spec :'AMI/`IPI - 1995 THIS =IW LS UE Ga4 SPIE RESULT tom' IT= RFACI CK(S) sLITcrt 1 -117# 1 0- 1-12 999 3.50" 1.50" 2 22-10- 4 851 3.50" 1.50" 13✓ 2x4 L&T #1 & Btr. WFB 2x4 EFL 5311 based lT1CY 2 -76# 4ustruss is designed using the 7L FLFK£ AXL PlID CSI PLA E VATJES 1?ER Its 1ZEARCfi RII21ZI #1607. Loaded far 10 PSF rrn-eatamcmt BCLL. ] SIS sha,at are on the truss naterial at each bearirsg. UBC -97 Axle. Bldg R=Icsed = Yes, 13xi Zcm = 1,b 1-2 -2612 .09 .25 .34 B L u SAR MFGO PLAnM BASED CN GZEEN LLPE?FR VALLIS. y = Ru-jicane/os�t Line = No , � �C 2-3 -1866 .03 .17 .20 Dead 14.0 P of Re 14>r Bra 1.15 P Bldg Lerr<th = 80.00ft, Bldg Width = 50.00ft, 3-4 -1866 .03 .17 .20 BC Live .0 pe f O.C. Spacing 2- 0- 0 Mean rrcoff height = 23.05ft, MRA = 80 4-5 -2612 .09 .25 .34 BC Dead 7.0 psf Design Spec UBC -97 Classificaticn = 4, Dead Load = 21.0 psf BC FU:KE AXL END CK 6-7 2342 .30 .08 .38 Defl Ratio: L/240 IC: 1,/240 Tp5 . 0 Version T6.2 . 0 7-8 2339 .30 .06 .36 TOTAL 37.0 ps f v 8-9 2339 .30 .06 .36 9-10 2342 .30 .08 .38 WFB I= CSI WEB FCRCE tSI 2-7 72 .03 4-8 -653 .29 2-8 -653 .29 4-9 72 .03 3-8 1328 .54 MAX LE aECTICN (span) L/999 IN NEM 7-8 (LSVE) LF -.13" D= -.17" T= -.29" 6-6-0 5-04) 5-0-0 6-6-0 ===== Joir2 Itxaticro ===== 1 0- 0- 0 6 0- 0- 0 6-6-0 11-6-0 16-6-0 23-0-0 2 6- 6- 0 7 6- 6- 0 11-6-0 11-6-0 3 11- 6- 0 8 11- 6- 0 2 3 4 5 4 16- 6- 0 9 16- 6- 0 5 23- 0- 0 10 23- 0- 0 1 -6.00 4-4 f _SSIOV 3-4 3-4 MESS�Fti�� 6-1-3 -1 7-0-15 ��r• SHIP (f1 p 1.5-3 3-6 2-9-10 - 3-6 - J N 4 5 2 x =0-4-3 =0-4-3 ,k xp.12131/02 Z .. CN11. 0-:h$ 1 -3.00 0-3,1$ CF CAU"' .2-0-0 11-2-8 23-0-0 duP r ((��j� ���f 6 7 8 9 10i [ C m+Q� 6-6-0 5-0-0 5-0-0 6-6-0 ;a.j 6-6-0 11-6 0 16-6-0 23-0-0 �� DEPA tfEjt& 200 1 t 20 a unless shown by "18"(18 ga.) or cale: 3/16" = 1' Truswal Systems P a es are g . "H"(16 ga.), positioned per Joint Report. Circled plates and false frame plates are positioned as shown above. Read all notes on this .sheet and give a copy of it to the Erecting Contractor.,. �F: 47.3 WT: eo # oRslool ®WARNING manufacturer and done This design is for an individual building component not truss system. It has been based on specifications provided by the component m � : Customer Name: in aceord:mce with the current versions of'I'1'I and AIWA design st:md:ods. No responsibility is assumed for dimensional accuricy. Dimensions are to beITC Da : JF #LC - 10 g� ORSILSA Verified by the component tnanufacuu•cr and/ur building designer prior to fabrication. The building designer must ascertain that the lords utilized on this Live 16.0 psf DurFacs L=1.25 P-1.25 • B L u SAR MFGO design meet or exceed the loading imposed by the local building code and the paticular application. The design assumes that the top chord is laterally ® LLC braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any environment that Dead 14.0 P of Re 14>r Bra 1.15 P will cause the moisture content of the wood to exceed 199 and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in BC Live .0 pe f O.C. Spacing 2- 0- 0 IRUSWAL SYSI'EMS accordance with the following standards: 'JOINT DETAILS', by'rntswal, 'ANSI/TPI 1', 'WTCA 1' - Wood Truss Council of America Standard Design 'HIB BC Dead 7.0 psf Design Spec UBC -97 4445 Nortbpnrk Dr., Colo Springs. CO 80907 Responsibilities, 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (HIB -91) and -91 SUMMARY SHEET' by TPI. The Truss Plate Institute (TPI) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and Defl Ratio: L/240 IC: 1,/240 Tp5 . 0 Version T6.2 . 0 Paper Association (AFPA) is located at 1111 19th Street, NW, Ste 800, Washington, DC 20036. TOTAL 37.0 ps f job Name: BELBEN Truss ID: A3 . - ' Qty: ` 8 Drw 082-003, E G •X -IDC REACT SIZE REQ'D TC 2x4 DEI, #1 & Btr. t Plating spec :, PMI/IPI - 1995 = OF Ul= RFAC CN(S) • aTpcxt 1 -117# 1 0- 1-12 999 3.50" 1.50" BC 2x4 DEL #1 & Btr. IIIIS MIGN IS THE t3S4ECSITE RE t 2 -76# 2 22-10- 4 851 3.50" 1.50" WEB 2x4 DEL STAN . PLATE VALIk5 PER I®0 RESF?RCII REQ #1607. MIII, PLE LOAD CASES. ]�ARII� F M stn n are based (SII,Y his truss is design ed usitzg the 'IC FCRCE AXL BND •GSI Ir-aded f� 10 PSF nm-c===a'tt BCfI,. as the truss material at eaI bearing. PLA= BASED CN GZEEN LIPIB R VPI.I�S. A= UBC -97 Axle. Bldg Errlar ed = Yes, End Zane = No 1-2 -1448 .27 .28 A.nzzc�ae/fit Lime = No , F�n �Y = C 2-3 -1300 .01 .27 .28 Bldg Langth = 80.00ft, Bldg width = 50.00ft, 3-4 -1300 .01 .27 .28 Mean roof height = 23.05ft, NPH = 80 4-5 -1448 .01 .27 .28 CLassificatiaz = 4, Dead Load = 21.0 psf BC FCRCE AXL BND CSI 6-7 1231 .12 .20 .32 7-8 825 .08 .20 .28 8-9 1231 .12 .20 .32 'r WFS FCRCF. CSI WM. FCRCr. MT 2-7 -327 .08 3-8 491 .20 3-7 491 .20 4-8 -327 .08 , Mq}{ EEFrFrr (N (span) ' L/999 INV M 7-8 (LIVE) LF -.06" D= -.07" T= -.13" Jcir,r Lccatiaas 1 0- 0- 0 6 0- 0- 0 6-5-0. 5-1-0 5-1-0 6-5-0 2 6- 5- 0 7 7-10- 0 3- 11- 6- 0 8 15- 2- 0 6-5-0 i 1 11-6-0 16-7-0 23-0-0 4 16- 7- 0 9 23- 0- 0 11-6-0 11-6-0' 5 23- o- 0 1 2 t 3 4 5 6.00 -5.001 4-4 1.5-3 1.5-3 ESS1pNq 6-1-3 7-0-15 OQPpF Q`��V. MES SgFti�y SHIP 4-4 4-4 u; =0-4-3 5-6 T0-4-3 it J C 82 2.5-4 *� AXP- 1 102 ~2� 23-0-0 t !^11E 7-107-10=0 7-4-0 7-10-0 7-10-0 15-2 0 23-0 0 $1°2001 Truswal Systems Plates are 20 ga. unless shown by 11181'(18 ga.) or APPjtjo Scale: 3/16" = 1' "H"(16 ga.), positioned per Joint Report. Circled plates and false frame plates are nositioned as shown above. W ® WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. TBF: 52.0 WT: e4 # wo'oRslool This design is for an individual building component not truss system. It has been based on specifications provided by the component nuutufacturer and doneCbk: Customer Name: in accordance with the current versions of TPI and APPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be Ds : JF #LC = 10 ORSILL0 B L U SAR MFG verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads utilized on this s� design meet or exceed the loading imposed by the local building code and the paticular application. The design assumes that the top chord is laterally TC Live 16.0 ps f DurFacs L=1.25 P=1.25 ® LLC braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any environment that TC Dead 14.0 ps f Rep bfbr Bnd 1.15 will cause the moisture content of the wood to exceed 1945 and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in BC Live .0 ps f O.C. Spacing 2- 0- 0 TRUSWAL SYSTEMSaccordance with the following standards: 'JOINT DETAILS', by Tnts%val, 'ANSI/TPI 1', 'WTCA 1' -Wood Truss Council of America Standard Design 4445 Northpark Dr.. Colo Springs, CO 30907 , BC Dead 7 . 0 sf Desi Spec UBC -97 Responsibilities, 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (HIB -91) and 'HIB -91 p � SUMMARY SHEET' by TPI. The Truss Plate Institute (TPI) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and Defl Ratio: L/240 TC: L/240 Tp5. 0 Version T6.2 . 0 Paper Association (AFPA) is located at 1111 19th Street, NW, Ste x00, Washington, DC 20016. TOTAL 37.0 pet ].ob Name: BELBEN • • Truss ID: A4 Q 1 Drw : COO -1 008082-004 EM X -LOC I;E;C= SIZE RIJZ'D TC 2x4 rFL #1 & Btr. Plat ;rte Q :,A15Itm - 1995 This deli�h based on ch=d bracing applied 1 0- 1-12 1836 3.50 1.96" BC 2x4 rFL #1 & Btr. '13IL5 msfp iS THE C1MFCSr]E RIS.IIZ OF per the folloAny schecirle. 2 22-10- 4 1688 3.50" 1.80" BC 2x4 DFL S'I NL1L0'IPLE LOAD C%SES. ttwc O.C. from to SL,IL Ft�t 2x4 LFL #1 & Btr. M*'R RD�]IIZfI �N15 shosai are based QII�C TC 24.0" 5- 1- 0 17-11- 0 TC Ft�2CE AXL ]SID GSI PL%lE VALE PFR IBC RE - REQ' #1607. on the truss material at each bearing. UPiSF'I' RE=ClT(S) • 1-2 t. .07 .33 .4o TT� gZE ttust be provided to avoid paidim. Icaded for 10 FSF rrn-mart BOIL. stg:pm-•t 1 -164# 2-3 -3992 .26 .39 .65 PLATIN B4S� IN G;EM IINIBER VAUES• ��t erg is (by Od'�) to 2 -151# 3-4 -4035 .26 .32 .59 Flat toln cra.•d has n t been designed for preva t rotatirn/t lirrJ• See FiIB-91 arra Ilhis truss is desicyhed using the 4-5 -4035 .26 .40 .66 : drifting mw unless noted ase. ANSI/TPI 1-1995; 10.3.4.5 aryl 10.3.4.6. TEC -97 Cts. BldgEhclosed 5-6 -2549 .07 .33 .41 -Yes, E>d Zai - Tb Rur ioane/Ocean Lune = No , E>q�Category = C BC Fi%2CE AXL END CSI . Bldg L-rjt'.h = 80.00ft, Bldg P1i = 50.0oft, 7-8 2810 .36 .14 .50 Mph roof height = 23.05ft, MPH = 80 8-9 2834 .36 .10 .46 •2x4 Top Chord may be notched 1.5" deep X 3.5" „ Classification = 4, Dead Ind = 21.0 psf .11 .62 wide @ 2' O.C. Gable studs are required at 24" O.C. ----- ----1 f L. LFSICil Mrs ---------------- 9-10 4057 .51 .11 .47 Dir L.Plf Lcc R.Plf R.Ioc LL/`IIL 10-11 2833 .36 11-12 2808 .36 .14 .50 or less. DO not over cut. All plates must be fully TC Vert 60.0 0- 0- 0 60.0 4- 0- 0 .53 intact. No notching is permitted within 12" of the TC Vit 150.0 4- 0- 0 150.0 19- 0- 0 .53 `IC Vert 60.0 19- 0- 0 60.0 23- 0- 0 .53 I�M FCPCE CSI P]EB F= CSI heel plate or in the area (""")• BC Vet 21.0 0- 0- 0 21.0 23- 0- 0 .00 2-8 138 .06 5-10 1375 .56 Lbs X.Ioc U-V*m 2-9 1335 .54 5-11 142 .06 -One face must be she under the notched area. ,�'�"' 43.7. 4- 0- 0 1.00 3-9 -6o5 ,.09 SLr1RL -675 .27 TC Vert 38.2 4- 0- 0 .00 3-10 -26 .01 MIM -671 .27 TC Vert 43.7 19- 0- 0 1.00 4-10 -589 .09 TC Vert 38.2 19- 0- 0 .00 FPX txrr> (aq (fin) 5-1.-0 '1 4-5-6 3-11-5 4-5-6 5-1-0 L/999 IN NE14 9-10 (LIVE) 5-1-0 9-6-6 13-5-10 17-11-0 23-0-0 IF -.14" D= -.18" T= -.32" 11-6-0 5-9-3 i � 5-8-13 t Joint Locations - r] 2 3 4 5 6 1 0-0-0 7 0-0-0 2 s- 1- 0 8 5- 7- 1 -6.00 3 9-6-6 9 9-6-6 4 13- 5-10 10 '13- 5-10 5 17-.U- 0 11 17- 4-15 77 6 23- 0- 0 12 23- 0- 0 82 ,-Ill 2. 4 1. Of ESSfON�� 6-1-3 g7-0-15 QUO MES Fy 2 564 2.5 4 SHIP (7�Q� tSq��y� =043 1.5-3 5-7 3-10 1.5-3 MO -4-3 ¢ 'TNo. C04 982 73 1} Exp. 12/31102 3' CNAL a�P T�0�CJ, F .2-0-0 11_n n 12 t � � 7 8 9 10. 11 5-7-1 3-11-5 3-115 3-11-5 5-7-1 �*� �� V 5-7-1 9-6-6 13-5-10 17-4-15 23-0-0 NG / v p,200 A1/81 �P A�* TYPICAL PLATE 1.5-3 Truswal Systems Plates are 20 ga. unless shown by "18"(18 ga.) or "H"(16 Joint Report. Circled plates and false ar7 ;le: 3/16" 1 ' ga.), positioned per frame Plates are Positioned as shown above. "G: l WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. • Bo • 7 : 3 # Ll�tamer Name: ® This design is for an individual building component not truss system. It has been based on specifications provided by the component manufacturer and done atnerORS1 in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be FD�sgm-r:JF #LC = 10 ORSILLO BLUSAR MFG verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads utilized on this design meet or exceed the loading imposed by the local building code and the paticular application. The design assumes that the top chord is laterallyLive 16.0 pe f DurFacs L=1.25 P=1.25 ® LLC braced by the roof or floor sheathing and the bottom chord is Laterally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any environment that TC Dead 14.0 sf Re llbr I3nd 1.00 P P will cause the moisture content of the wood to exceed 197o and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in BC Live .0 ps f O.C. Spacing 2- 0- 0 TRUs%VAL SYSTEMS accordance with the following standards: 'JOINT DETAILS', by Truswal, 'ANSI/TPI 1', 'WTCA 1' - Wood Truss Council of America Standard Design 'HIB BC Dead 7.0 ps f Design Spec UBC -97 4445 Northpark Dr., Coto Springs, CO 80907 Responsibilities, 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (HIB -91) and -91 SUMMARY SHEET' by TPI. The Truss Plate Institute (TPI) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest andDefi TOTAL Patio: W240 TC: L/240 37.0 TpS. 0 Version T6.2.0 Paper Association (AFPA) is located at 1111 19th Street, NW, Ste 800, Washington, DC 20036. psf vEB FC PCE CSI WEB FLi2CE CSI Truss ID: B 1 Qty: ' 5 Drw : COO1008082-005. ]job Nam! Na BELBEN .23 3-12 1032 .42 6-13 -307 .05 EM X -ICC REACr SIZE REQ'D TC 2x4 EFL #1 & Btr. I Plating spec :.ATSI1IPI - 1995 THIS LESIGN IS 'II•lE l3 dzCSITE RE NIT CF UP= FO=CN(S) • silIxi t 1 -123# 1 0- 1-12 2 10- 1-12 510 3.50" 1.50" 1295 3.50" 1.50" BC 2x4 EFL #1 & Btr. 2x4 EFL ST. 10-3 NiILTIPLE LOAD CASES• BEARII� SIS sYx�oaz are based CNLY t 2 -43# stgpm.•t 3 -140# 3 33-10- 4 1022 3.50" 1.50" WEB 2x4 DFL SD*IIARD PIA= VA= PER ICBJ RESEARCH REPt #1607. on the truss mter at each bear -9- This trues is designed using the TC FcpCE AXL RID GSI Lcticn of interior bearings sharld he a Loaded for 10 FSF rah mhaurernt arrr,. Interior 94*crt er terpmrary sharip;f mast Olde. H1d3 I1rlcsei =Yes, End 7rsne = Nb Bldg 1-2 -428 .00 .23 .23 clearly maria-sd on each truss. Shim bearings (if needed) for req. supp-t be in place before exectirg this truss. Hsric'.'ane/ocem Lim = No , Exp Category = C 80.00ft, Bldg Width = 50.00ft, 2-3 232 .01 .33 .34 PLATIN BASEE) CN CEJ LIMB R VALLES. Bldg I = 3-4 -1189 O1 .33 .34 T4e<u7 heigl'>t. = 24.42ft, MPH = 80 4-5 -1167 .02 .22 .23 C7assificatirn = 4, Dead ]tad = 21.0 psf 5-6 -2351 .06 .26 .32 6-7 -2593 .15 .45 .59 BC FCRCE AXL END CSI v 8-9 321 .04 .14 .17 9-10 316 .04 .10 .14 10-11 -1044 .01 .29 .30 11-12 -62 .00 .26 .26 12-13 1830 .17 .30 .47 13-14 2321 .29 .15 .45 vEB FC PCE CSI WEB FLi2CE CSI 11-3 -975 .51 4-12 592 .24 2-9 152 .06 5-12 -800 .52 2-10 -419 .19 5-13 554 .23 3-12 1032 .42 6-13 -307 .05 MAX EEFI.=CN (span) • will cause the moisture content of the wood to exceed 1990 and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in L/999 IN T"IEIVI 13-14 (LIVE) O.C. Spacing 2- 0- 0 L= -.12" D= -.16" T= -.28" accordance with the following standards: 'JOINT DETAILS% by Trlswal, 'ANSI/TPI 1', 'WTCA V - Wood Truss Council of America Standard Design 'HIB -= Joint Locations =- 1 0- 0- 0 8 0- 0- 0 2 6- 0- 0 9 6- 0- 0 3 10- 1-12 10 10- 1-12 4 17- 0- 0 11 10- 1-12 5 22-10- 0 12 17- 0- 0 6 26- 2- 0 13 25- 0- 0 7 34- 0- 0 14 34- 0- 0 8-10-3 0-4-3 6-0-0 4-1-12 6-10-44 5-10-0 11-2-0____t 6-0-0 10-1-12 17-0-0 22-10-0 34-0-0 17-0-0 i 17-0-0 1 2 3 4 5 6 .7 �00 4-4 10-3-8 i a 16-8-8 i 6-8-8Q� 34-0-0 i 14 I� COL ' 0 9-0-0 ?:)+ 9 34-0-0 q�rkQUV y�G DEPq 1 / r 8/2001 OVER 3 &fiida�A ° IVp lS,cale: 1/8" = 1' 8 9 101 12 13 6-0-0 , 4-1-12 6-104 8-0-0 6-0-0 10-1-12 17-0-0 25-0-0 Truswal Systems Plates are 20 ga. unless shown by "1811(18 ga.) or H"(16 ga.), positioned per Joint Report. Circled plates and false frame nlates are Dositioned as shown above. 9-9-15 SHIP 0-4-3 I��Q- M ESS9Fy�\ o, C A4592 ?J 9 a\\ Exp. 12'311 2 ® B L U SAR MFG WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor.,. This design is for an individual building component not truss system. It has been based on specifications provided by the component manufacturer and done in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be verified by the component manufacturer and/or building designer prior to rabrication. The building designer mast asrermi n that the loads utilized on this design meet or exceed the loading imposed by the local building code and the paticu6ar application. The design assumes that the top chord is laterally TBF: 82.7 WT: 155 #r Cjyk: Ds : JF #LC = 12 s� WO: ORS1001 Customer Name: ORSILLO TC Live 16.0 psf DurFacs L=1.25 P=1.25 ® LLC braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any environment that TC Dead 14.0 psf Rep T4br Bnd 1.15 will cause the moisture content of the wood to exceed 1990 and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in BC Live . 0 psf O.C. Spacing 2- 0- 0 TRUSWAL SYSTEMS accordance with the following standards: 'JOINT DETAILS% by Trlswal, 'ANSI/TPI 1', 'WTCA V - Wood Truss Council of America Standard Design 'HIB BC Dead 7.0 psf Design Spec UBC -97 4445 Northpark Dr., Colo Springs, CO 80907 Responsibilities, 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (HIB -91) and -91 SUMMARY SHEET' by TPI. The Truss I'Lac Institute ('1111) is htc ted at 583 D'Onofrio Drive, Madison, Wiscomin 53719. The American Forest and em DRatio: L/240 TC: It/240 Tp5. 0 Version T6.2 . 0 11aper Assuccdion (AFPA) is lmwlcd at 1111 191h Strect, NW, Sic RIX), W.6shington, DC 2(X)36. TOTAL 37.0 psf Job Name: BELBEN Truss ID: B2 4 . Drw 056-001 BFB X -IDC 1E'ACP SIZE RDZ�'D TC 2x4 DFL #1 & Btr. Plafim spm }NSItM - 1995 LUL= REAMCIVS) 1 0- 1-12 1449 3.50" 1.54" BC 2x4 LffI #1 & Btr. THLS 1�SI(V IS THE Ca4CSrIE R6= OF w4*crt 1 -129# 2 33-10- 4 1449 3.50" 1.54" IEB 2x4 EFL STPIMARD 2 -129# PLAZE VAUES RR IC90 RESEARCH RE= #1607. BEARIIZ RI��IIIS shoes are based a[U � truss is designed usirz3 the TC FCRC£ AXL END GSI Icac1e3 for 10 FSF na•t-conamrent BCI on the tzuss trtat�ial at each bearing. LBC -97 Code. 1-2 -2425 .06 .17 .24 PLA= BASID CN GZ N LLM2ER VAILES. Y3 IS (by ctlaeta3) to Bldg a=lcse3 = Yes, 1]•ri Zone = No 2-3 -2306 .04 .29 .33 - prevent r atirn/tcppling. See BM -91 arsi F;mrlc�te/fit Lute = No , C 50 = C 3-4 -1940 .06 .30 .37 I/I'PI 1-1995; 10.3.4.5 aryl 10.3.4.6. Bldg = 80.00ft, Bldg 161th = SO.00ft, 4-5 -1940 .06 .30 .37 Mean root height = 24.42ft, MPH = 80 Classificatirn = 4, Dead Load = 21.0 psf 5-6 -2306 .04 .29 .33 ----------LMD CASE #1 DESIIN IQAM ---------------- 6-7 -2425 .06 .17 .24 { Dir L.Plf L.Icc R.Plf R.Inc UVM TC Vert 60.0 0- 0- 0 60.0 34- 0- 0 .53 19` FCP.CB AXL BND CSI BC Vert 14.0 0- 0- 0 14.0 34- 0- 0 .00 8-9 2105 .27 .08 .35 Ike X.Ioc r;.rtt, 9-10 1848 .19 .42 .61 f BC Vert 85.0 17- 0- 0 .00 10-11 1307 .13 .42 .56 11-12 1307 .13 .43 .56 12-13 1848 .19 .42 .61 13-14 2105 .27 .08 .35 WEB FCRCE CSI 4EB FCS£ CSI 2-9 -227 .04 4-12 707 .29 3-9 306 .12 5-12 -482 .26 3-10 -482 .26 5-13 306 .12 4-10 708 .29 6-13 -227 .04 Max IF 17ICN (span) : 5-7-0 4-6-0 6-11 0 6-11-0 4-6-0 5-7-0 L/999 IN MEM 11-12 (LIVE) 5-7-0 10-14) 17-0-0 23-11-0 28-5-0 34-0-0 L= -.21" D= -.27" T` -.47" 17-0-0 i 17-0-0 Joint Io=ations ===== I 2 3 4 5 6 7 1 0- 0- 0 8 0- 0- 0 2 5- 7- 0 9 6- 8- 0 F6 00 -6.00 3 10- 1- 0 10 12- 4- 0 4 17- 0- 0 31 14- 0- 0 4-4 5 23-11- 0 12 21- 8- 0 6 28- 5- 0 13 27- 4- 0 7 34- 0- 0 14 34- 0- 0 5-6 5-6 8-10-3. 9-9-15 �Q QROF ESSfpl,,` 1.5 3 15-3 SHIP ,`�.P ��.• Ms's �yC 3-7 3-7 = �Q` 9�R, _ 0-4-3 2.5-4 2.5- 2.5-4 2.5-4 0-4-3 .�� N�. 45982 9 85 8 9 10 11 12 13 14/ r,%e%� 6-8-0 5-8-0 9-4-0 5-8-0 6-8-0 27-4 0 34-0 0 6-8-0 12-4-0 2121-$ 00 DEPAp-r2/-20/2001 Systems Plates are 20 ga. unless shown by "18"(18 ga.) or� Truswal H"(16 ga.), positioned per Joint Report. Circled plates and false frame are positioned as shown above. Elates WARNING [lead all notes on this sheet and give a copy of it to the Erecting Contractor. TBF: 85.3 WT-71474©,�ORs1001 ® This design is for an individual building component not truss system. It has been based on specifications provided by the component manufacturer and done Chk: Customer Name: in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be Ds : JF #LC = 10 s� ORSILLO B L l,l SAR MFG vrified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads utilized on this deesign meet or exceed the loading imposed by the local building code and the paticular application. The design assumes that the top chord is laterally TC Live 16.0 psf DurFaes L=1.25 P=1.25 ® LLC braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any environment that TC Dead 14.0 psf Rep Mbr Bnd 1.15 will cause the moisture content of the wood to exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in BC Live .0 psf O.C. Spacing 2- 0- 0 TRUSWAL SYSTEMS 80907 accordance with the following standards: 'JOINT DETAILS', by Truswal, 'ANSI/TPI 1', 'WTCA 1' - Wood Truss Council of America Standard Design 'HIB BC Dead 7.0 psf Design Spec UBC -97 4445 Northpark Dr., Colo Springs. CO Responsibilities, 'HANDLING INSTALLING AND IIRACING mi rAL PLATE CONNECTED WOOD TRUSSES' - (HIB -91) and -91 SUMMARY SI MET' by '1111, The Truss Plate Institute (1111) is lueated at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and Defl Ratio: 1{/240 TC: U240 Tp5.0 Version T6.2-3 Paper Association (AFPA) is located at 1111 19th Street, NW, Ste 800, Washington, DC 20036. TOTAL 37.0 psf of rn CA lob Name: BELBEN Truss ID: B3 Qty: 1 Drwg: $2-007, _= Joins Iocatiars = 1 0- 0- 0 29 34- 0- 0 2 2- 8- 0 30 0- 0- 0 3 4- 0- 0 31 2- 8- 0 4 5- 4- 0 32 4- 0- 0 5 6- 8- 0 33 5- 4- 0 6 8- 0- 0 34 6- 8- 0 7 9- 4- 0 35 8- 0- 0 8 10- 8- 0 36 9- 4- 0 9 11- 8- 0 37 10- 8- 0 10 12- 0- 0 38 12- 0- 0 11 13- 4- 0 39 13- 4- 0 12 14- 8- 0 40 14- 8- 0 13 15-11- 8 41 15-11- 8 14 16- 3- 0 42 16- 3- 0 15 17- 0- 0 43 17- 0- 0 16 18- 0- 8 44 18- 0- 8 17 17- 9- 0 45 17- 9- 0 18 19- 4- 0 46 19- 4- 0 19 20- 8- 0 47 20- 8- 0 20 22- 0- 0 48 22- 0- 0 21 22- 4- 0 49 23- 4- 0 22 23- 4- 0 50 24- 8- 0 23 24- 8- 0 51 26- 0- 0 24 26- 0- 0 52 27- 4- 0 25 27- 4- 0 53 28- 8- 0 26 28- 8- 0 54 30- 0- 0 27 30- 0- 0 55 31- 4- 0 28 31- 4- 0 56 34- 0- 0 TYPICAL PLATE : 1.5-3 TC 2x4 DFL #1 & Btr. 13` 2x4 DFL #1 & Btr. M, ELK 2x4 DFL S) PLATE vALIffi pm ICBJ IESEARCH REEF #1607. Loaded for 10 PSF r=-=rurre'tt BCIL. <It is assumed that one face of this truss < is sheathed with pl CSB, vood board < si sidirg. If not, <i additional leads mast be considered on <'rrn oartix xus .&Srate zegvgb e blocks.u Trusklials bracing d�etail(s Lateral 1 an l,rw with the chords have not been eansidered unless noted ctheswise. These loads acid their oannections are the reepa,sibi.l.ity of the building designer 8-10-3 t = 0-4-3 plafiry spec :,AMI/'= - 1995 THIS DE9I(N IS THE CDTCSrIE RESULT OF hi1LTIPLE LCND CASES. 130 RII RQ�JIREP'�IiIS &h are based a Y on the truss IIatarial at each bearing. PLATIN EASED CN GEZEIN LLMEER VALLE9. V 2-8-0 4-40 4-(X0 4-0-0 3-4-8 3-11.8 �, 4-40 4.40 4.0-0 2-8-6 68-0 10-8-0 14-8-0 150-8 22.00 260-0 30-04) 34-0-0 17-0-0 i 17-0-0 1 2 3 4 S 6 7 8 910 11 12 13413 14718 19 1a1 22 23 24 2S 26 27 28 29 6-0 0 6. 0 3-4 This truss is designed using the IBC -97 Obd_.. 131dg Flrlosed = Yes, 1]� 2rne = No Flnrtcar>e/0.. Lim = No E� COY = C Bldg = 80.00ft, Bld3 dth = SO.00ft, I�r�hei� = 24.42ft, MRA = 80 Classification = 4, Dead Load = 21.0 psf 9-9-15 SHIP 0-4-3 OQPpF ESSIC) M Fssq�� Q� m 0 5982 M, it Exp.11/02 CNIL oau 30 31 32 33 34 35 36 37 38 39 40 4k243 445 46 47 48 49 SO SI 52 53 54 SS 56 � c �� ' • SI� 2-8.0 i 4.0.0 4-0-o 4-0-0 3-4-8 3.11.8 i 4.0..0 i 4.40 4.0.0 2-8-0 650 7450 14-8-0 1548 22-40 2640 3440 34-0.0 G Di—! 1�/(�8/2001 Plates are 20 a. unless shown b "18"(18 ga.) or OVER CO)�S=T Scale: 1/8" = 1' Truswal Systems P1 g Y Ovpf) A Z'(16 ga.), positioned per Joint Report. Circled plates and false ,,,e nlatea are nositioned as shown above. ® B Lt,l SAR MFG WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor.. This design is for an individual building component not truss system. It has been based on specifications provided by the component manufacturer and done in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be verified by the component tnmiufacturer mid/or build'uig designer prior to fabrication. The building designer must ascertain that the loads utilized on this design meet or exceed the loading imposed by the local building code and the paticular application. The design assumes that the top chord is laterally TBF: 141.3 WT: 228 # C1k: De : JF #LC = 10 WO: ORS1001 Customer Name: ORSILLO TC Live 16.0 psf DurFacs L=1.25 P=1.25 braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. TC Dead 14.0 psf Rep b1br Brad 1.15 ® LLC Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any environment that will cause the moisture content of the wood to exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss inBC Live .0 psf O.C. Spacing 2- 0- 0 W TRUSAL SYSTEMS Spr'mgs, CO 80907 accordance with the following standards: 'JOINT DETAILS', by Truswal, 'ANSI/TPI 1', 'WTCA 1' - Wood Truss Council of America Standard Design 'HIB BC Dead 7.0 Design Spec UBC -97 4445 Northpark Dr.. Colo Responsibilities, 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (HIB -91) and -91 psf SUMMARY SHEET' by TPI. The Truss Plate Institute (TPI) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and Dafl Ratio: 1/240 TC: L/240 Tp5.0 Version T6.2.0 Paper Association (AFPA) is located at 1111 19th Street, NW, Ste 800, Washington, DC 20036. TOTAL 37.0 psf jobName: BELBEN Truss ID: C1 Q : 1 Drwg:CO01008082-008 Bfr. X -ICC REP= SIZE RE2'D TC 2x4 EFL #1 & Btr. Plating spec •,AtSI1`IPI - 1995 This des' based on dtmzl bracing applied 1 0- 1-12 516 3.50" 1.50" BC 2x4 IFL #1 & Btr. THIS IFSICN IS THE CU IPCSITE IZISLII,T C F per the Ballo uug sd�e: 2 10- 1-12 1193 3.50" 1.50" 2x4 EFL STANMRD 11-3 M(IIIlTPLE LOAD CASES, nwc o.c. from to 3 33-10- 4 1502 3.50 1.60" WEB 2x4 IFL S'I7ZEARD BEARIISs SIS shoen are based ONLY TC 24.0" 13- 4- 3 26- 0- 0 4 39-10- 4 175 3.50" 1.50" SELLER 2x4 I3 LL #1 & Btr. on the truss mares=� at each bearing. LJPLIFT R ACPICN(S) C� ELK 2x4 I&Z STAI>IIAFtD HAZE VA= PER IC BD REM*KH Imo' #1607. support 1 -131# TC FCliC£ AXL BND CSI Location of inter bearings sho ild be Loaded for 10 PSF rrar-conourr ent BOLL. GAVart 2 -28# 1-2 -443 .00 .24 .24 J. clearly marled an each truss. Interior sLllxzt or toTporary shoriM must :rapport 3 -133# 2-3 244 .00 .24 .24 Drainage mast be provided to avoid be in place before erecting this truss•t 4 -53# 3-4 320 .00 .16 .16 ]ic4 min. continuous lateral bracuag� Cable bloom are 2x 4 9 16.0 in. o.c. MAX. 'Ilii: truss is designed usirg the 4-5 -1403 .03 .34 .37 to flat TC vhere indicated w/ 2-10d nails <It is assurred that one face of this truss LBC -97 0 --Cb. 5-6 -673 .01 .34 .34 each. AtmUe must be structural grade. < is sheathed with pl CSB, wood board Bldg Enclosed = Yes, End Zone = No 6-7 -852 -.01 .40 .40 Brace Q 24" o.e. unless rioted et�wise. < sidin7 or kar�d. . If not, Ili rican'ue/(bead Lim = No , E>� Category = C 7-8 -300 .01 .40 .41 Sa�p him bearings (if needed) for zza>ppmt. < additieral loads meat be idaed rn �, Bldg Lerpth = 80.00ft, Bldg width = 50.00ft, PIATIM BASED IN GRMN LINER VALUES. < ron-cot&dr csas bearirzJ es. Maar height = 25.17ft, MPH = 80 BC FCRCE AXL BND CSI Flat t� drxd has not been designed for M use adegiate staples or gable blocks. Classification = 4, Dead Load = 21.0 psf 9-10 335 .04 .13 .17 drifting snow unless noted cthexwise. a studs tray lateral bracing. See 10-11 330 .04 .09 .14 TYusoals gable btacirg detahl(s). 11-12 -920 .01 .22 .23 Lateral 1 in Circa with the dmt13 have 12-13 618 .06 .22 .27 not bear considered unless noted CU-& se. 13-14 1363 .13 .36 .48 These Icaci3 and their camectiahs are the 14-15 -545 .00 .36 .36 reLpxiwibility of the building designer. 15-16 -533 .00 .09 .10 •2x4 Top Chord may be notched 1.5" deep X 3.5" wide @ 2' O.C. Gable studs are required at 24" O.C. t)FB FCldCE CSI 41EB FCIdCE GSI 12-3 -244 .24 5-14 -803 .92 or less. Do not over cut. All plates must be fully 2-10 152 .06 6-14 99 .04 6-0-0 8-0-0 6-0-0 6-3-8 7-6-12 6-1-12 2-11 -433 .19 7-14 1191 .48 intact. No notching is permitted within 12" oft e 4-12 -997 .55 7-15 -1276 .214 6-0-0 14-0-0 20-0-0 26-3-8 33-10-4 40-0-0 heel plate or in the area ("')• 4-13 963 .39 STM 640 .08 20-11-0 i 20-0-0 *One face must be sheathed under the notched area. 5-13 244 .10 1 2 3 4 5 6 7 8 MAX IFFLECTICN (span) L/999 IN ME14 13-14 (LIVE) 6. 00 LF -.12" D= -.16" T= -.28" - = Joint Locations 1 0- 0- 0 9 0- 0- 0 2 6-0-0 10 6-0-0 7 4 6-6 2 3 10- 1-12 31 10- 1-12 - 4 14- 0- 0 12 10- 1-12 2.5-4 5 20- 0- 0 13 17- 0- 0 10-4-3 PROFESS/0 6 26- 3- 8 14 26- 3- 8 5-6 8-12 1-3-15 �cL� c Nq( 7 33-10- 4 15 33- 8- 8 8 40- 0- 0 16 40- 0- 0 2 5-4 SHIP 1 = 3.4 4-6J2 -6 041 2 3_ RZ.5-4 t,, 0-4-3 2.5-40-4- tt- 1-ny 4- 5- CO 5982 10-1-12 3.00 L-3.00 33-10-4 �t Exp. 1Q 2" 10-3-8 6-8-8 ~ 1 8-8 6-3-8 2j:%4 r` CNIL 40-0-0 ` Cc CAL,' O TYPICAL PLATE : 1.5-3 9 10 112 13 14 15 16 6-0-0 11-011-00 9-3-8 7-5-0 6-3-8 6-0-0 17-0-0 26-3-8 33-8-8 40-0-0 Truswal Systems Plates are 20 ga. unless shown by "18"(18 ga.) or H"(16 ga.), positioned per Joint Report. Circled plates and false f,a P rlarPs are positioned as shown above'. _ 411k 4TE cot*4 1, OA4 G DEp4 1/ 8/2001 OVER' SUP } ` - S�Sc ale: 3/32" = 1' ® B L [,1 SAR MFG WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Lis This design is for an individual building component not Truss system. It s been based on specifications provided by the component manufacturer and done in accordance with the current versions of TPI and APPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads utilized on this design meet or exceed the loading imposed by the local building code and the paticular application. The design assumes that the top chord is laterally TBF: 148.0- rW1:•-.2'°43W# rm cbk: Ds : JF #LC = 16 �gjORS1001 GSistcmer Name: ORSILIA TC Live 16.0 psf DurFacs L=1.25 P=1.25 ® LLC braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any environment that TC Dead 14.0 psf Rep Mbr Bnd 1.15 will cause the moisture content of the wood to exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in BC Live .0 psf O.C. Spacing 2- 0- 0 TRUSWAL SYSTEMS 4445 Northpark Dr.. Colo Springs. CO 80907 accordance with the following standards: 'JOINT DETAILS', by Truswal, 'ANSI/TPI 1', 'WTCA 1' - Wood Truss Council of America Standard Design 'HIB BC Dead 7 . 0 s f P Desi Spec ABC -97 4n � Responsibilities, 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (HIB -91) and -91 SUMMARY SHEET' by TPI. The Truss Plate Institute (TPI) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and Den Ratio: W240 TC: L/240 Tp5. 0 Version T6.2 . 0 Paper Association (AFPA) is located at 1111 19th Street, NW, Ste 800, Washington, DC 20036. TOTAL 37.0 psf Job Name: BELBEN WARNING Rena all notes on this sheet and give a copy of it to the Erecting Contractor. This design is for an individual building component not truss system. It has been based on specifications provided by the component manufacturer and done in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be verified by the component manufacturer and/or building designer prior to fabriadion. The building designer must ascertain that the loads utilized on this design meet or exceed the loading imposed by the local building code and the paticular application. The design assumes that the top chord is Laterally Truss ID: C2 Qty: S Drw -009 BRG X -LCC REACT SIZE REQ -D SIC 2x4 DFL #1 & Btr. 1 Pl=r; spec :,PDSI/TPI - 1995 1JPLIFFT RMMCN(S) 1 0- 1-12 521 3.50': 1.50" BC 2x4 L&L #1 & Btr. 'IIIIS D SIIN IS IHE CCMIiSIZE RFSLIC,T OF aR.xnt 1 -132# 2 10- 1-12 1223 3.50 .1.50" ' 2x4 EEL SJR 11-3 MULTIPLE = CASES. BFAR]1Z RIE12 4ENIS shoran are based CNLS t 2 -22# suE:Ex=t 3 -159# 3 33-10- 4 1266 3.50" 1.50" 4 39-10- 4 332 3.50" 1.50" P]EB 2x4 DFL STPD PLATE VALLES PM ICBJ RESEARCH REEF #1607. cn the truss material at each bearing. �� 4 -33# Lccaticn of interior bearings should be Lcaded fcr 10 PSF nna-mrxaYe nt Ba.L. This miss is designed using the 71C FC FCE AXL END CSI clearly marked cn each truss. Interim sit or tetpczrary sh=M trust LBC -97 OD 3e.' 1-2 -456 Shim beatings (if needed) for reg. support. be in place before erecting this truss. Bldg FYralosed = Yes, End Zone = No .00 .25 .25 2-3 245 PLATM BASED CN GEEN LIMBER VALLES. Harricar-e/Ck.earn Line = No , Elip Categicry = C .00 .25 .25 Bldg Length = 80.00ft, Bldg Width = 50.00ft, 3-4 323 Ol .23 .24 Mean roof height. = 25.17ft, MPH = 80 4- 5 -1083 .02 .25 .26 Classificatirn = 4, Dead Lcad = 21.0 psf 5-5 -1018 .02 .39 .40 6-7 -1017 .01 .41 .42 7-8 307 .03 .41 .44 BC FORCE AXL END CSI 9-10 349 .04 .12 .16 10-11 346 .04 .09 .14 11-12 -943 .01 .11 .1-1 12-13 750 .08 .24 .31 13-14 745 .07 .37 .44 14-15 -239 .00 .37 .37 15-16 -223 .00 .15 .15 WEB FCRCE CSI 1m FORCE CSI ' 12-3 -169 .12 5-13 454 .18 2-10 150 .06 5-14 209 .35 6-0-0 7-7-12 6-4-4 6-6-0 7-4-4 6-1-12� 2-11 -442 .20 6-14 -438 .19 4-12 -1174 .63 7-14 1046 .43 6-0-0 13-7-12 20-0-0 26-6-0 33-10-4 40-0-0 4-13 288 .12 7-15 -1117 .21 20_0_0 20-0-0 MAX LEEL>xtz(N (ten) 1 2 3 4 15 6 7 8 L/999 IN NIEM 13-14 (LIVE) Lr= -.13" D= -.17" T= -.30" _-= Joint Locat'-0 - 1 0- o - 7o 9 0- 0- 0 4-4 2 6- 0- 0 10 6- 0- 0 POFESS/p 4 11.30- 'li-12 132 10- 1-12 5 20- 0- 0 13 17- 0- 0 5-6 5-6 NA F P�� P i1'i 1686' ti �' 26- 6- 0 2.5-4 ��' y WiJ 6 26- 6•- 0 14 7 33-10- 4 15 33- 8- 8 10-4-3 3_4 11-3-15 t„ Q � s 40- o- 0 15 40- o- 0 3-q SHIP 1 3 q 4-612-6-0 4 2 3 3 4 ._j 0. 0 5 82 X l 0_4_3 2.5-41 5-h 0-4- ik'xp. 12/ /02 it 10.3.8 t , 16-8-8 6-8-8 6-3-8 .rnnn 9 10 112 13 14 15 16 6-0-0 1111-0-00 9-6-07-2-8 6-3-8 6-0-0 17-0-0 26-6-0 33-8-8 40-0-0 Tr-uswal Systems Plates are 20 ga. unless shown by "18"(18 ga.) or "H"(16 ga.), positioned per Joint Report. Circled plates and false frame plates are positioned as shown above. CNIX- %F CAUL OVER "S SUPPORT DEPAA�� fS ` LOO - 1' �. _ - ® B LU SAR MFG WARNING Rena all notes on this sheet and give a copy of it to the Erecting Contractor. This design is for an individual building component not truss system. It has been based on specifications provided by the component manufacturer and done in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be verified by the component manufacturer and/or building designer prior to fabriadion. The building designer must ascertain that the loads utilized on this design meet or exceed the loading imposed by the local building code and the paticular application. The design assumes that the top chord is Laterally TBF: 105.3 WT: 173 # - Chk: De : JF #LC = 16 WO, -,AR Custnrter Name: ORSILLO TC Live 16.0 paf DurFaes L=1.25 P=1.25 LLC' braced by the roof or floor sheathing and the bonom chord is Laterally braced by a rigid sheathing material directly amched, unless otherwise noted. TC Dead 14.0 of P Ra Mbr Bnd 1.15 P - ® Bracing shown is for Lateral support of components members only to reduce buckling length. This component shall not be placed in any environment that will cause the moisture content of the wood to exceed 1990 and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in BC Live .0 paf O.C. Spacing 2- 0- 0 TRUSWAL SYSTEMS accordance with the following standards: 'JOINT DETAILS', by Tnnsual, 'ANSI/TPI 1', 'WTCA F - Wood Truss Council of America Standard Design 4445 Northpark Dr., Colo Springs, CO 80907 Responsibilities, 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (HIB -91) and 'HIB -91 BC Dead 7.0 paf Design Spec UBC -97 SUMMARY Slilil:T' by I'I'I. 'rhe,fruss Mae Inslitutc ('I'I'I) is located at 583 IYOnofrio Drive, Madison, Wisconsin 53719. The American Forest and Ikfl Ratio: L/240 TC: 1/240 TpS. 0 Version T6.2.0 Paper Association (AFPA) is located at 1111 Wilt Sweet, NW, Ste X00, Washington, DC 20036. TOTAL 37.0 paf WEB FCe2CE CSI WEB FC RCE Truss ID: C3 1 Drw 051056-002 fob Nanre: BELBEN 5-12 470 .27 3-11 -611 .50 5-14 -1571 .99 EiK; X-LC)C REACT SIZE RE(2'D TC 2x4 DFL #1 & Btr. Denotes the reckxastsna'tt fur lateral bacirxJ ® at each locatirn shoran. Lateral bracing, + + + + + + + + + + + + + + + + + + + + + + Desicyred for 2.5 K The drag load lied 1 0- 1-32 2 33-10- 4 1387 1598 3.50" 3.50" 1.50" 1.50" BC 2x4 DFL #1 & Btr. WEB 2x4 DFL SDAlM �� �i� imltade or x bracing adlity the blilding ply alag the t d]ord to @ ea' bearing (unless noted), fly 3 39-10- 4 780 3.50" 1.50" P�=r;+� spec Pt�Z/IPZ - 1995 ng spec-D19 are the of desicyrr IYubval BRACE -TD tray be with dead + 0 % live leads. D.F. = 1.33 4 20- 0- 0 12 25- 0- 0 5 26-11- 2 13 26- 0- 0 I: THE 0IPI THIS RESCII[1 OF used f� rrntinr+en�-iel bracing a1 Il�iz. r urn = 2.5 K lbs. es. bearing. TC Fa:KE AXL END CSI KIITZPLE LOAD CASES. BFARIlK; IS dr am are based CNLY trusses spaced 24" cc. Alternatively, use Cumectiat (by others) must transfer equal (c' 1-2 -2315 .04 .28 .32 an the truss material at each bearing. scabs cr T -aces as shaNn on TYttt al )r load to each ply acU-cn) sh�. + + + + + + 2-3 -2317 .03 .39 .42 PLATE VAT3SS PER IcSo RESEARCH REEF #1607. Systems standard detail C001003160- + + + + + + + + + + + + + + + + UPLIFT TOMCN(S146# 3-4 4-5 -1599 -1240 .02 .01 .39 .40 .41 .41 cn of intzar bearings shadd be 1ccatie k clearly marred an eadi truss. Iceded for 10 FSF rm-conawrent BML. rust Interior tear tetpmary ah�rJ tr 5-6 6-7 754 1232 .03 .03 .40 .37 .44 .40 PLATl1Z BASED CN aoa4 IJPIEER VALLES • be in place befcre erecting this truss- 3 -35 # ']his truss is desigrned using the BC 8-9 F112C£ 2848 AXL BND .17 CSI .51 LI:C-97 Code. B3dg Elrleaead = Yes, Ehi Zane = No 9-10 2274 .34 .11 .38 Hm r -e/Ctaean Lime = No , �Category = C 10-11 2274 .27 .15 .42 .58 Bld3 = to.00ft, Bld3 Width = 50.00ft, ll -12 1785 .10 .42 .52 Mears roo haunt. = 25.17ft, MPH = 80 f Classification = 4, Dead Lcad = 21.0 psf 12-13 13-14 2003 2003 .10 .22 .40 .19 .50 .41 14-15 -1380 .15 .29 .44 WEB FCe2CE CSI WEB FC RCE CSI 2-9 -407 .07 4-12 498 .32 3-9 777 .30 5-12 470 .27 3-11 -611 .50 5-14 -1571 .99 4-11 807 .33 6-14 -444 .08 MAX EEFLE m w (ern) BC Dead 7.0 paf L/999 IN MEM 11-12 (LIVE) Responsibilities, 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (HIB -91) and -91 1r- -.13" D= -.17" T-- -.29" - � Joint Locations SUMMARY SHEE"I" by'1'11I. The Truss Plate Institute (rP1) is located al 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and 1 0- 0- 0 9 6- 1-1.1 Tp5. 0 Version T6.2.3 6- 1-12 10 14- 0- 6 3 13- 0-14 11 15- 0- 0 4 20- 0- 0 12 25- 0- 0 5 26-11- 2 13 26- 0- 0 6 33-10- 4 14 33-10- 4 7 40- 0- 0 15 40- 0- 0 8 0- 0- 0 6-1-12 6-116-11 2 6-11-2 66-11-22 66-11-22 6-1-12 6-1-12 13-0-14 20-0-0 26-11-2 33-10-4 40-0-0 20-0-0 20-0-0 1 2 3 l4 5 6 7 r 6.00 4-4 -6.001 2F" 40-0-0 8 9 1011 1213 14 15 6-1-12 88-10-4 10-010-0 0 8-108-10 4 6-1-12 6-1-12 15-0-0 25-0-0 33-10-4 40-0-0 Truswal Systems Plates are 20 ga. unless shown by "18"(18 ga.) or H11(16 ga.), positioned per Joint Report. Circled plates and false frame plates are positioned as shown above. OVER 3 SUP2 a�0/2001 3/32" 1' ^ ® B LU SAR MFG WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. This design is for an individual building component not tress system. It lots been based on specifications provided by the component manufacturer and done in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads utilized on this design meet or exceed the loading imposed by the local building code and the paticular application. The design assumes that the top chord is laterally TSF: 105.3 WT: 177 # cbk: De JF #LC = 18 ls': RS1001 -• �u� Customer Name: ORSILIA TC Live 16.0 paf DurFaes L=1.25 P=1.25 ® LLC braced by the roof or flour sheathing and the bottom chord is Laterally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any environment that TC Dead 14.0 ps f Rep Mbr Bnd 1.15 will cause the moisture content of the wood to exceed 19 % and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in BC Live .0 paf O.C. Spacing 2- 0- 0 TRUSWAL SYSTEMS Co 80907 accordance with the following standards: 'JOINT DETAILS', by Truswal, 'ANSI/TPI 1', 'WTCA 1' - Wood Truss Council of America Standard Design 'HIB BC Dead 7.0 paf Design Spec USC -97 4445 Nortbpark Dr., Colo Springs. Responsibilities, 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (HIB -91) and -91 SUMMARY SHEE"I" by'1'11I. The Truss Plate Institute (rP1) is located al 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and Defl Ratio: 14/240 TC: L/240 Tp5. 0 Version T6.2.3 Paper Association (AF -PA) is located at 1111 19th Street, NW, Ste 800, Washington, DC 20036. TOTAL 37.0 paf I i]^h C• y�i ydrfo .0 Cj1 M • �'r::��E�;---•-� µms,: ]ob Name: BELBEN WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. This design is for an individual building component not truss system. It has been based on specifications provided by the component manufacturer and done in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads utilized on this design meet or exceed the loading imposed by the local building code and the paticular application. The design assumes that the top chord is laterally Truss ID: C4 1 - Drw 1M X -LOC REACT SIZE REQ -D TC 2x4 DFL #1 & Btr. Plat spec PISI/'IPI - 1995 'This deli based on chord bracing flied 1 0- 1-12 1449 3.50 1.54 BC 2x4 DFL #1 & Btr. THIS LZSI(V IS THE a agpwrIE BECF Per thercl= ale: fran to 2 33-10- 4 1448 3.50" 1.50" 4JFB 2x4 DFL SIXI� MII,TTPLE LOAD CASES. based a zy nwc O.C. ZC 24.0 20- 0- 0 34- 0- 0 SUMMARY SHEET' by TPI. The Truss Plate Institute (TPI) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and AXL EM CSI M, gEK 2>4 EFL SIPICpM PLATTE VAIIE,S PFR IC90 RESEPIKH FEEZ%Zr #1607. BE4Rnz SIS shcHaz are az the terse tttaterial at aadz bearing- TC 24.0" 17- 0- 0 20- 0- 0 TC 1-2 KPLE -2425 brac xxj is regiixed(171, others) to Loaded for 10 PSF rrxt-ca�namalt Baa I. UPLIFT RF7�CITc 7(S) : 2-3 -2306 .06 .04 .17 .29 .24 li� See H-91 and p . IB PIS I 5; 18.4.5 aryl 10.3.4.6. PLP=a BASED CN GZEEN ILNBFR VALLES. This taws is desigrmd using the suppcmt 1 -129# 2 -129# 3-4 -1940 .06 .30 .36 L-97 Cbde. BC ----------ICrCASE #1 DESIGN ICADS---------------- - --- 4-5 5-6 -1939 -2305 .07 .33 .41 Bldg Er=losed = Yes, axi Zcne = No Dir L.Plf L.Loc R.Plf R.Lec U,,'II, 6-7 -2424 .08 .09 .30 .18 .38 .27 HZracane/t>�a� Line = No , Exp C = TC Vert 60.0 0- 0- 0 60.0 34- 0- 0 .53 BC Vat 14.0 0- 0- 0 14.0 34- 0- 0 Bldg I� = 80.00ft, Bldg Fhdth 50.00ft, height 25.17ft, MPH = 80 .00 Type Iks X.Inc LL"OM BC FIIJE PJQ, BND CSI Mean roof = Load 21.0 BC Vert 85.0 17- 0- 0 8-9 2105 .27 .08 .35 Classificatim = 4, Dead = pef .00 9-10 1848 .19 .42 .61 T 10-11 1307 .13 .43 .56 11-12 1307 .13 .42 .56 *Attach 2x4 gable verticals @ 24" O.C. (max.) 12-13 13-14 1853 2104 .19 .27 .42 .08 .61 .35 with 1.5-3 plates except as shown. See Truswal's gable detail for suggested gable vertical bracing. 1,,M FtRCE CSI 14:B FCRCE CSI 2-9 -227 .04 4-12 704 .29 3-9 306 .12 5-12 -483 .26 .Adequate sheathing or lateral bracing required 3-10 -482 .26 5-13 300 .12 -T4 4-10 707 .29 6-13 -222 .04 on - T6 MAX LEFI.fX CN (span) L/999 IN MEM 10-11 (LIVE) 1- -.21" D= -.27" TI- -.47" == Joint I =t-jrns = 1 0- 0- 0 8 0- 0- 0 2 5- 7- 0 9 6- 8- 0 3 10- 1- 0 10 12- 4- 0 4 17- 0- 0 11 20- 0- 0 5 23-11- 0 12 21- 8- 0 6 28- 5- 0 13 27- 4- 0 7 34- 0- 0 14 34- 0- 0 TYPICAL PLATE : 1.5-3 1111-5:0 66-11-00 7-6-8 17-0-0 23-11-0 31-5-8 17-0-0 17-0-0 1 2 3 14 5 6 7 -6.00 Co N T. 854 8 RCT 2F-" wenn 8 19 10 11 12 13 14 6-8-0 5-8-0 9-4-0 5-8-0 6-8-0 12-4-0 21-8-0 27-4-0 Truswal Systems Plates are 20 ga. unless shown by "18"(18 ga.) or "H"(16 ga.), positioned per Joint Report. Circled plates and false frame elates are•nositioned as shown above. 11-3-15 rrr?A SHIP 0-4- 5982 X Exp. 12/31/02 SIA�aCA E�a\P 40to 20/200111 ® B L U SAR MFG WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. This design is for an individual building component not truss system. It has been based on specifications provided by the component manufacturer and done in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads utilized on this design meet or exceed the loading imposed by the local building code and the paticular application. The design assumes that the top chord is laterally Tom: 136.7 41T: 232 #Q? Chk: Da : JF #LC = 10 s� ORs1001 Customer Name: ORSILLO TC Live 16.0 paf DurFacs L=1.25 P=1.25 LLC braced by the roof or floor sheathing and the bottom chord is Laterally braced by a rigid sheathing material directly attached, unless otherwise noted. TC Dead 14.0 psf Rep Mbr Bad 1.15 ® Bracing shown is for latcrnl support of components members only to reduce buckling length., This component shall not be placed in any environment that will cause the moisture content of the wood to exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in BC Live .0 paf O.C. Spacing 2- 0- 0 TRUSWAL SYSTEMS 4445 Northpark Dr., Colo Springs, CO 80907 accordance with the following standards: 'JOINT DETAILS', by Truswal, 'ANSI/TPI 1', 'WTCA 1' - Wood Truss Council of America Standard Design Responsibilities, 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (14IB-91) and 'HIB -91 BC Dead 7.0 psf Design Spec UBC -97 SUMMARY SHEET' by TPI. The Truss Plate Institute (TPI) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and left Ratio: IV240 TC: L/240 Tp5.0 Version T6.2.3 Paper Association (AFPA) is located at 1111 19th Street, NW, Ste 800, Washington, DC 20036. TOTAL 37.0 psf 6-0-0 4-0-0 2-5-0 4-0-0 6-0-0 6-0-0 10-0-1)-0-1) 12-5-0 16-5-0 22-5-0 11-2-8 11-2-8 1 2 3 4 5 6 7 8 9 F 3-0 0 4-4 TpFOEE! I... q 2-11-2 ME (�F SHIP 0-1-8 Q —1 No. 04 982 77 *U Exp.12t/31/02 22-5-0 t S CN" �Q 10 11 12 13 141516 17 18 19� T9TFOFCAIhr 6-0-0 4-0-0 2-5-0 4-0-0 6-0-0 6-0-0 s� �� 10-0-0 12-5-0 16-5-0 22-5-0�m O N �P TYPICAL PLATE : 1.5=3 � 7/18; 1g,oo 1 Truswal Systems Plates are 20 ga. unless shown by "18"(18 ga.) or OVER CONTINUOUS SUP RTryo Scale: 7/32" = 1' "H"(16 ga.), positioned per Joint Report. Circled plates and false `` �� VP frame Plates are Positioned as shown above. 4 Truss ID: Z1 Qty: 2 Drw 01008082-01'3 ]oh Name: ® BELBEN Chic: Customer Name: hi accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be Dsgnr: JF #LC = 9 ORSILJA DFL #1 & Btr. ' i p Z - 1995 Platin9 s1� UIES /'T� THLS If55I(iJ IS' RI:SCLT 'oris truss is designed usirxg the DurFacs L=1.25 P=1.25 ® LLC braced by the roof or floor sheathing and the bottom chord is Laterally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any environment last BC2x4 8` 2x4 EEFLFL #1 & Btr. t;Bt, SCK 2x4 I&i SIPl AE S. MILTIFLE LQ1D CASES.. are based QTLY BldgLIBC- DGl sed = Yes, )]zl 7trte = Ib iiunc��e/Qt�z Line = No , E Catsc�Y = C —= Jailat Locations. AAI£ UALIE5 FfR ZBD RF5FAi2�i REfL1II #1607. <It is assured that one face of this truss BF1 RRU SIS sham on the truss material at each bearing- Bldg 80.00ft, Bldg Uficth = 50.00ft, Mei hei�ut = 21.46ft, MPH = 80 1 0- 0- 0 0- 0 11 12 6- 0- 0 8- 0- 0 < is sheathed with pl OSB, Hood board PLATIt9. BASED IN GEW ILVEER VALLES. root Classification = 4, Dead Load = 21.0 psf 2 6- 3 8- 0- 0 13 10- 0- 0 < si or siding. If rrk, d acIdiiticnal loads must be oahsid�a=d on � Ratio: Lt/240 TC: LV240 TpS. 0 Version T6.2.0 4 10- 0- 0 5 11- 2- 8 14 15 11- 2- 8 11-11- 0 �-� gab�� deqmt-staples t� blacks. 6 12- 5- 0 16 12- 5- 0 pble e stzads may lateralbracirx • See —b-Os 7 14- 5- 0 17 14- 5- 0 ,rust als hr- g d�a11(s) . 8 16- 5- 0 18 16- 5- 0 Lateral 1 yn 1. with the cads have 9 22- 5- 0 10 0- 0- 0 19 22- 5- 0 not been masidere3 unless noted otherwise. K nx!se I— and their arme:tlaLs are the reepazsibility of the building designer. 6-0-0 4-0-0 2-5-0 4-0-0 6-0-0 6-0-0 10-0-1)-0-1) 12-5-0 16-5-0 22-5-0 11-2-8 11-2-8 1 2 3 4 5 6 7 8 9 F 3-0 0 4-4 TpFOEE! I... q 2-11-2 ME (�F SHIP 0-1-8 Q —1 No. 04 982 77 *U Exp.12t/31/02 22-5-0 t S CN" �Q 10 11 12 13 141516 17 18 19� T9TFOFCAIhr 6-0-0 4-0-0 2-5-0 4-0-0 6-0-0 6-0-0 s� �� 10-0-0 12-5-0 16-5-0 22-5-0�m O N �P TYPICAL PLATE : 1.5=3 � 7/18; 1g,oo 1 Truswal Systems Plates are 20 ga. unless shown by "18"(18 ga.) or OVER CONTINUOUS SUP RTryo Scale: 7/32" = 1' "H"(16 ga.), positioned per Joint Report. Circled plates and false `` �� VP frame Plates are Positioned as shown above. 4 WARNING Read all notes on this sheet and give a copy of It to the Erecting Contractor. TBF: 43.3 WT: 67 # WO: ORS1001 ® This design is for an individual building component not Huss system. It has been based on specifications provided by the component manuf9cturer and done Chic: Customer Name: hi accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be Dsgnr: JF #LC = 9 ORSILJA B L U SAR MFG verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads utilized on this design meet or exceed the loading imposed by the local building code and the paticular application. The design assumes that the top chord is laterally TC Live 16.0 psf DurFacs L=1.25 P=1.25 ® LLC braced by the roof or floor sheathing and the bottom chord is Laterally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any environment last TC Dead 14.0 sf p Re Mbr Bnd 1.15 ' p will cause the moisture content of the wood to exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install and bmce this truss in BC Live .0 psf O.C. Spacing 2- 0- 0 TRUSWAL SYSTEMS accordance with the following standards: 'JOINT DETAILS', by Tnuswal, 'ANSI/TPl 1', 'WTCA 1' - Wood Truss Council of America Standard Design 'HIB BC Dead 7.0 psf Design Spec UBC -97 4445 Northpark Dr., Colo Springs, CO 80907 Responsibilities, 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (HIB -91) and -91 I SUMMARY SHEET' by TPI. The Truss Plate Institute (TPI) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and � Ratio: Lt/240 TC: LV240 TpS. 0 Version T6.2.0 Paper Association (AFPA) is located at 1111 19th Street, NW, Ste 800, Washington, DC 20036. TOTAL 37.0 psf . 76�k- T 1,4 4 A* at ]ob,Nime: BELBEN f Truss ID: Z2 ' 1 Drwg:C001008082-014, TC Live 16.0 psf DurFacs L=1.25 P=1.25 ® LLC braced by the roof or floor sheathing and the bottom chord is Literally braced by a rigid sheathing material directly attached, unless otherwise noted. bracing shown is for Lateral support of components members only to reduce buckling length. This component shall not be placed in any environment that TC 2x4 I&I, #1 & Btr. Plating spec : 1PISI/IPI - 1995 'Ibis truss is designed using the will cause the moisture content of the wood to exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in BC Live .0 psf O.C. Spacing 2- 0- 0 TRUSwAL SYSTEMS 0080907 BC 2x4 M #1 & Btr. THIS M3ICN IS `1HE 03AFMITE RE= CF IBC -97 Axle. Bldg Flrlosed =Yes, F1rl 7rne = No 4445 Northpark Dr.. Coto Springs, e p -91 Respnnsibilities, 'HANDLING INS'1'AI,I,IN(: AND BRACING Mli'I'AL. I'I,A'I'li C;ONNI-CPLD WOOD - (11ID-91) :rad CEL ELK 2x4 EFL STl4� KIMPLE IDAD C%SES. IS basad IZII,Y H�racatue/(bean Line = No C — = Joint Iaatiais at 0- 0- o PLATE VAUES Pr12 IBD REM%RZ14 rM:U i' #1607. Tcaclad for 10 PSF rnrn-azroa're nt BaI I. PEARII� RF [LII str� n are on the trtass ttaterial at each beaiirr�. Bldg 80.00ft, B1ckJ duh -- Sy0.00ft, Mean �ti6-n = 2D MFH = 80 1 2 0- 0- 0 2- 0- O 14 2- o- 0 2- <It is assuroad that are face of this truss CLSB, koai baard PLATIN BASED CN aEEN LLD'lEER VAILES. Dzl verticals cesigiaa3 for axial leads only. ad L Clinssification = 4, Dad Load = 21.0 psf 3 4- 0- 0 15 0- 0 < is sheathed Fa with pl < si or siding. If not, Ehd verticals that are above or 4 6- 0- 0 16 6- 0- 0 <:rrn-tia>al loads mast be Orn§idPsed rn below the tress profile (if anyicn stay re 5 6- 8- 8 17 7- 5- 0 <,rrn-cr»t;r„n,= b es. to ) additional design (by others) dit to 6 7 7- 5- 0 9- 5- 0 18 19 9- 5- 0 11- 5- 0 plM.qa� Nfay use staples for cable blocs. due- wind for lateral f due- to wind or seismic for loads the hiildirg. 8 11- 5- 0 20 13- 5- 0 C�Fxle studs tunny lateral bracing. See a stelae] (s) m 9 13- 5- 0 21 15- 5- 0� Lateral 1 aru �� the d�cls lave ceL v 10 15- 5- 0 22 17- 5- 0 ort been ocnside-red unless noted ctlewise. 11 17- 5- 0 23 23- 5- 0 'These leads and their cc naecticns are the 12 23- 5- 0 respcnsibi1ity of the bailcbrg designer. Ad-pate,is rechnired to prevent the truss f an�iaclasr3 die to lateral kinds. Lateral loads and their oavestias are the risibility of the b-ldirg designer. TYPICAL PLATE : 1.5-3 2-a0 2-a0 2-0.0 3:5.0 �, 2-a0 �. 2-0-0 2.0-0 2-0-0 � 6.0.0 -1 2-0-0 4-0-0 60-0 9.5-0 11-5-0 13-5-0 15-5-0 , 17-5-0 23-5-0 6-8-8 16-8-8 1 2 3 4 5 6 7 8 9 10 11 12 3-4 2.5-4 10-0-0 STUB 13 14 15 16 17 18 19 20 21 22 2-0.0 �, 2-0-0 2-0-0 3-5-0 �. 2-0.0 �, 2-0.0 �, 2-0.0 - 2 -ate 2-0.0 4-0.0 60.0 9-5-0 11-5-0 13-5-0 15-5-0 II5-0 Tr-uswal Systems Plates are 20 ga. unless shown by "1811(18 ga.) or "H"(16 ga.), positioned per Joint Report. Circled plates and false frame slates are uositioned as shown above. ^0� or 4-3-10 , ME SHIP'S9F4 0-1-8 r: r o. C 45 22 7J is Exp. 12/31902 TA CN\\. rFOFCA \E 23 60.0 u -s -o �CO OVER CONTD>IVOUS UPPO Opt, 58/2001= 1 AW -4--kPA t% ..- ® B LU SAR MFG WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor.: This design is for an individual building component not truss system. It has been based on specifications provided by the component manufacturer and done in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to beDog=: vcrified by the component tn�nufacturcr and/or building designer prior to fabrication. The building designer must ascertain that the loads utilized on this design meet or exceed the loading imposed by the local building code and the paticular application. The design assumes that the top chord is laterally TBF:4 •e ; Cbk: JF #LC = 1 w0: -OAST-ooi curter Name: O Tr.rn TC Live 16.0 psf DurFacs L=1.25 P=1.25 ® LLC braced by the roof or floor sheathing and the bottom chord is Literally braced by a rigid sheathing material directly attached, unless otherwise noted. bracing shown is for Lateral support of components members only to reduce buckling length. This component shall not be placed in any environment that Dead 14 .0 of TC P Re Mbr 13nd 1.15 P will cause the moisture content of the wood to exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in BC Live .0 psf O.C. Spacing 2- 0- 0 TRUSwAL SYSTEMS 0080907 accordance with the following standards: 'JOINT .DETAII S', by Traswal, 'ANSI/TPI 1', 'WTCA F - Wood Truss Council of America Standard Design 'IIID BC Dead 7.0 sf P Desi Spec UBC -97 gra P 4445 Northpark Dr.. Coto Springs, e p -91 Respnnsibilities, 'HANDLING INS'1'AI,I,IN(: AND BRACING Mli'I'AL. I'I,A'I'li C;ONNI-CPLD WOOD - (11ID-91) :rad SUMMARY SHEET' by TPI. The Truss PL-uc Institute (I'I'I) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The Amerism [,()rest and Deft Ratio: Lt/240 TC: L/240 Tp5.0 Version T6.2.0 Paper Association (AFPA) is located at 1111 19th Street, NW, Ste 800, Washington, DC 20036. TOTAL 37.0 pa f ]ob Nr we: BELBEN ,T ` coL Truss ID:"- �_ -9 Drw -042. EFG X -LOC REACT SIZE REQ'D TC 2x4 DFL 1 & Btr. Plahim spec :,ANSI/'M - 1995 UPLIFT R&=CN(S) 1 1 0- 1-12 296 3.50 1.50 BC 2x4 DFL #1 & Btr. THLs Emit:N LS u E CU4MSr1 E RESUUT OF 04lcrt -28# 2 -51# 2 3- 9-12 102 1.50" 1.50" I3A3E VALLES FFR ICBG FES&4RG-I REPCRT #1607. lv=R3E LOAD CASES.st.�xfft based ONLY 'Ilhis tnass is designed using the 3 3-11- 4 39 1.50" 1.50" Lncaticn of interior hearings should be clearly marked on each truss. BEARUz REIXIFa'E•NIS sh oon axe on the truss material at each bearing. MC -97 Ocde. TC FaKE AXE, BND CSI Shim bearings (if needed) for recl. apt cnt. Interior stmt or teipmahysh�]rxg mast Bldg Etmlosed = Yes, Did Zoe = No 1-2 -64 Responsibilities, 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (HIB -91) and 'HIB -91 axA BASED IN GEEN III= VFS73:5. be in place before erecting this truss. Him-icane/O-ban Line = No , Ev Category = C SHEET' by TPI. The Truss Plate Institute CTPI) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and .00 .12 .12 TP5.0 Version T6.2.0 Paper Association (AFPA) is located at 1111 19th Street, NW, Ste 800, Washington, DC 20036. Bldg Iazlth = 80.00ft, Bldg Width = 50.00ft, 2-0 -1 .00 .00 .00 Mean, roof height = 20.98ft, MPH = 80 BC F c>dYE AXr, END CSI ( C.lassificatirn = 4, Dead Lr -ad = 21.0 psf 3-4 88 .00 .08 .08 4-0 0 .00 .00 .00 - - PIAX EEFLE)- rCN (span) : - L/999 IN MEM 3-4 (LIVE) LF -.01" D= -.01" T= -.01" 7= ta Joint Lotirns = 1 0- 0- 0 3 0- 0- 0 2 4-0-0 4 4-0-0 2-3-7 I0-4-3 4-0-0 � 4-0-0 ` ► 2 �0 2-0-0 i 4-0-0 2-3-7 3-3-3 SHIP � �Exp.12/31/02 r ,, a CNIL 3 4-0-0 4 �! ��yy�� 1 � �0 Truswal S stems Plates are 20 ga unless shown by "18"(18 ga.) �i4`0 OVER 3 SUPPORTS ScaLl�i7/32" = 1' Y "H"(16 ga.), positioned per Joint Report. Circled plates and false frame Plates are Positioned as shown above. WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. , TBF: 8.0 WT: 13 # WO '&Si001 ® This design is for an individual building component not truss system. It has been based on specifications provided by the component manufacturer and done Chk: Customer Name: in accordance with the current versions of TI'I and ARIA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be De JF #LC = 9 s� ORSZLIA verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads utilized on this TC Live 16.0 pn3f DurFaea L=1.25 P=1.25 B L U SAR MFG design meet or exceed the loading imposed by the local building code and the paticulnr application. The design assumes that the top chord is laterally • braced by the roof or floor sheathing and the bottom chord is Laterally braced by a rigid sheathing material directly attached, unless otherwise noted. TC Dead 14.0 psf Rep hoar I3nd 1.15 ®LLC Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any environment that will cause the moisture content of the wood to exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in BC Live .0 ps f O.C. Spacing 2- 0- 0 TRUSWAL SYSTEMS accordance with the following standards: 'JOINT DETAILS', by Trrswal, 'ANSI/TPI 1', 'WTCA V - Wood Truss Council of America Standard Design 4445 Northpark Dr., Colo Springs. CO 8090'7 • 1SUMMARY Responsibilities, 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (HIB -91) and 'HIB -91 BC Dead 7. 0 of P Desi Spec UBC -97 Design � -1 SHEET' by TPI. The Truss Plate Institute CTPI) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and Den Ratio: L/240 TC: Lt/240 TP5.0 Version T6.2.0 Paper Association (AFPA) is located at 1111 19th Street, NW, Ste 800, Washington, DC 20036. TOTJII, 37.0 pe f l • 1 1l. n r,^ t 4 .. .. o y ❑ APPROVED OONDtIIONALLY,�IPPRONED `R'❑ ...� �.e:.•a,-..c.:.;�sa�:.c:.e»�r',�.�a�•.�•,,�-�:a.�... RESOLVE PW08BN5 PRIOR 7� /1ppQgy PERMIT CLEARANCE ermit 0: O 1— 3.) • .. r':.. .. ,. .:e`Soi,: a�<�`� .. .��5.1 .-.� Tjd 1111 �1 - � ��� .a':�19f� `�%ll'•;;?�!w '. wners Name: � K � 2 }C da _. �a,�:� � s•'.��:�:,•�'. • . _ ._• Parcel Acreage:= �,� �D �� `�:�. �:�:,•. wners Address: gilding Ste Address: . _ W LL ±3,;t Type* ❑ + &"-4 .. Q cornmeraal p Mobile M sFo 0 wooes;ay .. ❑ 2nd ❑ Muhl -Fan* >2 units per parcel ❑ septi Owen other " :ne Oistrict: :neral Plan: :e Permit: r Date of Zoning Ordinance: Development Agreement: Variance: ;r n: land Conservation Agreement allo Q Yes, check use Minimum Acreage: Nitrate Action Plan IgNo ❑ Yes Violation Area ® No ❑ Yes Spedfic Plan No ❑ Yes ❑ Chico ❑ D2N ❑ Cohasset Enterprise Zone No ❑ Yes, dwc k use r � Floodplain No yes Zone: x Panel Number: Ds . ;o Watershed Protection zone 12 No ❑ Yes :nosed Use Comolies with* ® General Plan ® Zoning ocosed Use Requires: Q Use Permit Cl Minor Use Permit ❑ Administrative Permit Cl Accessory 13uildIn9 Use :mmerdal/Industrial/Multi-Family Uses: Parking: ❑ Parking Requirements are OK as Shown landscaping: ❑ Landscaping Requirements are OK as Shown Rcad and Dr3irage Improvements Required: ❑ No ❑ Yes :oiicabie Setbacks: ❑ Other F—I Other Z-.rir,q Ccde Street & Hi hways Fre Prevention Subofton M ac Front Side r 5,de, street 4/0 R23r O/ ISO/ NeiCrt - - r..'mti^•q.N+r'.':. ..... ... . u. • :kms+ .. ...... •, .... .wrw�'rv!!'�""• _ :g.. ' A .wsw+wMr'+rwora.re..ivA+. ^ �'.iie;o+.r wWl. Legal /1GCCSS KVVIG C: LJ U Yes " Parcel Frontage an Pubudy Mak aln-W Road: ❑ No ❑ Yes, Road'Narm Coff "mstandards tion oe,ed oeatt�on. No ❑ y� : - - _ ... . 4 /.�/�/ ❑ . uft V-1 1,LA S SVT2-1, Map Date of RecordGtg: L[ fl W — q "7 Lot: _ :_ socia .) y 2 �._ �22A ip inditions That Must be Met Pricy to Lgonce ni Permit, ❑ Verify Legal Parcel . A ❑,Verify Legal'Access ❑ Comply with condiCcn no. of conditions of approval for the ❑ obtain a Certiflcate of Compliance (See Planning Division for application). ❑ Provide Creation Deed O ❑ Construction across !property Tines is not permitted.(See Land Development for a Merger Appucatton/Lot Line Adjustment). Comply with Old Subdivision Lot Ordinance (Maps Recorded Prior to Bock 17 of Maps Page 23). ❑ Construct road to ❑ Meet parcel size required by zone ❑ Meet anent QiD requirements. ^eral Carrmerts: - LI r G E�f z - C S PLL Ej�1� wdl27< Te) fcz�, o AiOD WIiI,"i RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95%5 IIII III III' IIII I II (I'I'I II ILII' II 200 1 —00 1 1 927 Recorded Official Records County Of BUTTE CANDACE J. GRUBBS Recorder ROSEMARY DICKSON Assistant 10:25AM 27 -Mar -2001 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT REC FEE 10.00 CONFORM .00 Kristy Page 1 of 2 Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: Date 2- /– ('3/ PROPERTY OWNERS: t� i 2 K 'B. -Bp- L 6u) State of California County of Butte On Feb. 1, 2001 before me, Lucy A. Pershall, notary Kirk R- RP4�n personally appeared ik'691 e - Personally known to me (or proved to me on the basis'of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged .to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. Zn—atu TNESS my hand and official seal LUCY A. PERSHALL Seal: r 0. COMM. #1259473 NOTARY PUBUC CALIF"QANIA . . BUTTE COUNjY 0 MY COMM. EXPIRES Apr.3, 2004 A.P. # 041— 6RD ` 00S r + .t 14dd T• 4' f -.r rr r .'a�. •:re;` � `�". r .. .fir r �':� f r s; ! �. . DESCRIPTION THE LAND REFERRED TO HEREIN IS SITUATED IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, AND IS DESCRIBED AS FOLLOWS: PARCEL I• LOT 3, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "BUTTE VILLAS SUBDIVISION", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON APRIL 24, 1997, IN BOOK 142 OF MAPS, AT PAGE(S) 22, 23, 24, 25 AND 26. CERTIFICATE OF CORRECTION RECORDED JUNE 19, 1997, UNDER BUTTE COUNTY RECORDER'S SERIAL NO. 97-22336. RESERVING THEREFROM AN EASEMENT FOR INGRESS AND EGRESS AND PUBLIC UTILITIES, AS SHOWN ON SAID MAP. THIS DEED IS MADE AND ACCEPTED UPON THE COVENANTS, CONDITIONS AND RESTRICTIONS AS SET FORTH IN THAT CERTAIN DECLARATION OF RESTRICTIONS RECORDED APRIL 24, 1997, UNDER BUTTE COUNTY RECORDER'S SERIAL NO. 97-14855, BUTTE COUNTY, CALIFORNIA; ALL OF WHICH ARE INCORPORATED HEREIN BY REFERENCE THERETO WITH THE SAME FORCE AND EFFECT AS THOUGH FULLY SET FORTH HEREIN AT LENGTH AND GRANTEES BY ACCEPTANCE OF THIS DEED APPROVE, ADOPT, RATIFY AND AGREE TO THE TERMS OF SAID DECLARATION. AP#: 041-680-003-000 PARCEL II• AN EASEMENT FOR INGRESS, EGRESS AND PUBLIC UTILITIES OVER VILLA VISTA DRIVE, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "BUTTE VILLAS SUBDIVISION", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON APRIL 24, 1997, IN BOOK 142 OF MAPS, AT PAGE(S) 22, 23, 24, 25 AND 26. 4 DESCRIPTION THE LAND REFERRED TO HEREIN IS SITUATED IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, AND IS DESCRIBED AS FOLLOWS: PARCEL I• LOT 3, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "BUTTE VILLAS SUBDIVISION", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON APRIL 24, 1997, IN BOOK 142 OF MAPS, AT PAGE(S) 22, 23, 24, 25 AND 26. CERTIFICATE OF CORRECTION RECORDED JUNE 19, 1997, UNDER BUTTE COUNTY RECORDER'S SERIAL NO. 97-22336. RESERVING THEREFROM AN EASEMENT FOR INGRESS AND EGRESS AND PUBLIC UTILITIES, AS SHOWN ON SAID MAP. THIS DEED IS MADE AND ACCEPTED UPON THE COVENANTS, CONDITIONS AND RESTRICTIONS AS SET FORTH IN THAT CERTAIN DECLARATION OF RESTRICTIONS RECORDED APRIL 24, 1997, UNDER BUTTE COUNTY RECORDER'S SERIAL NO. 97-14855, BUTTE COUNTY, CALIFORNIA; ALL OF WHICH ARE INCORPORATED HEREIN BY REFERENCE THERETO WITH THE SAME FORCE AND EFFECT AS THOUGH FULLY SET FORTH HEREIN AT LENGTH AND GRANTEES BY ACCEPTANCE OF THIS DEED APPROVE, ADOPT, RATIFY AND AGREE TO THE TERMS OF SAID DECLARATION. AP#: 041-680-003-000 PARCEL II• AN EASEMENT FOR INGRESS, EGRESS AND PUBLIC UTILITIES OVER VILLA VISTA DRIVE, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "BUTTE VILLAS SUBDIVISION", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON APRIL 24, 1997, IN BOOK 142 OF MAPS, AT PAGE(S) 22, 23, 24, 25 AND 26. BUILDING DIVISION COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE — OROVILLE, CALIFORNIA 95965 — TELEPHONE: (530) 538-7541 AGRICULTURAL BUILDING EXEMPTION PERMIT PERMIT NO. i' Agricultural building is defined as follows: Agricultural building is a structure designed and constructed to house farm implements, hay, grain, poultry, livestock, or other horticultural products. This structure shall not be a place of human habitation or a place of employment where agricultural products are processed, treated, or packaged, nor shall it be a place used by the public. ASSESSOR PARCEL NO. A o^ 3 AG A I4 1"? 67 _ OWN a pt Q a - I y PHONE NO. NER' ADDRE 4, LOCATI N OF BUILDING ViflaV' f �, / ' /'t"II V/ hq R, USE F BUIL I h SIZE OF 6TRUCTURE 114 ,,�� _ 0 X y� _ SO. FT. TYPE OF CONSTRUCTION: WOOD FRAME STEEL CONCRETE OTHER (Specify) TYPE OF SIDING r /- // ROOF COVERING GorrlP�s/j'/O�t/' FLOOR TYPE D'� 0A1 LC,,e&r6 ESTIMATED COST OF CONSTRUCTION $ O 000 AG Buildings shall comply with the minimum front, side, and rear yard setback requirements of the applicable County Ordinances as follows: FRONT r � � 1 SIDES REAR— EAR AG Buildings shall be a minimum of five (5) feet from any septic tank or leach fields. AG Buildings less than 1000 sq. ft. in floor area shall be located a minimum of 6 feet from a residence, 10 feet from a mobilehome, and 23 feet from a commercial building. I. — AG Buildings greater than 1000 sq. ft. in floor area shall be located a minimum of 23 feet from a residence and a mobilehome, and 40 feet from a commercial building. I declare under penalty of perjury that the building will be used as stated about, and the purposed use confirms with the AG Building definition. If any change in use or occupancy of the building is made, I will contact the Building Division and obtain any necessary permits, inspections, and approvals to comply with the requirements in effect at that time and before occupancy. Date Permit Fee- $60.00 , Signature of Owner The above described AG Building is exempt from a bujldin mat L' I /anager White — DPW, Yellow — Assessor, Pink — B. I., Goldenrod — Applicant v S/o/ 1. r. 1. r ` el4 J x MICHAEL MOONEY 5AMADRONVEAVE. LL _ CAVIL kNGINEER ORDvILLE, CA 95966 ,RCE 20647 (916) 533-2131 Butte County January 25, 2001 Development Services Department Building -Division 7 County Center Drive Oroville, CA 95965 Re: Truss calculations Belben/Orsillo I have reviewed the truss calculations for this job.. My review includes identifying and locating loads in excess of 3000 pounds. Where inadequate, foundation elements have been revised to reflect a maximum design bearing load of 1500 pounds per square foot. Thank you for your consideration and patience. Yours, Michael Mooney My license expires 9-30-01 DEPARIM9 AppPov z/zof Pb /LAF z MICHE4EL MOONEY CIVIL ENGINEER RCE 20647 Job Number 101-01-02 Page 1 Job Name Belben/Orsillo Date January 25, 2001 Analysis UBC 1997 Dead Loads Live loads Roof Comp .6.0 1/2" plywood 1.5 Framing 4.5 Insulation 1 1/2" Gyp 2.5 15 psf. 16 psf. Wall Wood Side 1.5 Plywood 1.5 Framing 1.5 1/2 gyp 2.5 Insulation .1.0 8 psf. Floor Slab 50.0 40 psf. Lateral loads Wind P= Ce Cg q I where (\A L 1" kO V Exposure B Ce = 0.62 @ 15 feet Cq =0.3 in/ 0.9 out windward roof q = 14.5 psf @ 75 mph 0.67 @ 20 feet 0.7 out leeward roof I = 1 0.72 @ 25 feet 0.8 in windward wall 0.76 @ 30 feet 0.5 out leeward wall Seismic V=2.5C,,IW/1.4R C,, 0.36,I=1,R=5.5/4.5 Soil Bearing 1500 pounds per square foot Friction = 0.35 Lateral bearing = 250 psf/ft. Fn o'D tv r M O z LA M N m n o m m z o o D — z �o m 01 M c cc) 2Tz < G 0 A3 mm Fn o'D tv r M O z LA M N m n o m m z o o D — z �o m 01 M c cc) 2Tz < G 0 s (�a OK�6 ,-30 it, OV4 y � f Z �1 Zsin l��J LM �NO--W4UV 41NMV L-[:) i y � f Z �1 Zsin l��J LM �NO--W4UV 41NMV L-[:) U2 C�3 K1,2oC�9 � ►2d�t ��C �I�2 � a� �z'� tai �2 + ZIfZ Im a6L cam. Gl�z�c Cl ) A*f1�191`� UU2 ((,.2 -.sq. �- 23. Gas k- oafl o400Ot Dk'�C. I'), 1C2 WkU- LA,J;e2 (A) -2-77� SQ L D i tom- CSIL... 0. f -Sl wAd Ltvi,-- L6 Py. ;_p MICHAEL MOONES • 5 A MADRoNE A vE. CIVIL ENGINEER OvonLrE, CA 95966 RCE 20647 (530) 533-2131 FAX 534-0902 Butte County February 19, 2001 Development Services Department Building Division 7 County Center Drive Oroville, CA 95965 RE: Belben. APN 041-680-003 Permit # 01-0183 I have reviewed the requirements of the soils engineer report and am confident that those requirements are reflected on the plans. r � M Thank you for your consideration. Q�pFESS/ o t M002� 0 4 0-1 n My 1 ' �A�� ares 9-30-01 6 RECEIVED APR 0 3 2001 BUTTE COUNTY BUILDING DIVISION Robert C. Brooks, RCE 15,140 3778 Hildale Avenue Oroville, CA 95966 April 3, 2001 Butte County Building Department 7 County Center Drive Oroville, CA 95965 Re: Soil bearing capacity/expansion for Building Permits No. 01-0183 and No. 01-0184, 2416 Villa Vista Drive, Oroville; Kirk Belden, owner; Steve Orsillo Construction Contractor. Dear Sirs: On April 2 I examined the soil uncovered for construction of concrete footings under the above permits. Approximately 4 feet of topsoil, a clayey, silty loam, had been removed at the site. The soil exposed is a brown, Munsell 7.5YR 5/3, hard silty loam, not plastic. Very low organic matter content, with few, less than 5%, pebbles to 3/4". Soil expansion is not significant. A conservative estimate of bearing capacity is 1500 lbs/sq.ft. A trench dug by backhoe for soil profile adjacent did not encounter groundwater at 8' depth. If any more information is needed, please let me know. cc: Steve Orsillo Construction Co. Very truly yours, 01 t No. 151. �l0 ` Cim E rjF cup (Rev.12/96) CPUNTY OF a'3UTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. APPLICATION AND PERMIT ���` a_93 ASSESSOR PARCEL NUMBER 041-680-003 ZONING A c; BUILDING PERMIT OWNER BELBEN KIRK TELEPHONE 876-1760 SQ. FT. OCC. BUILDING VALUATION .OWNERS MAIuNG ADDRESS 696 BUSCHMANN PARADISE CA 95969 395 C 9,119-00 CONTRACTOR'S NAME ORSILLO CONSTRUCTION TELEPHONE 589-4202 467 8,406-00 ..CONTRACTON "UNG ADDRESS LANE OROVILLE CA 95966 CONSTRUCTION LENDER Fireplace LENDER' LINO ADDRESS Total Valuation $ ARCM OR ENGINEER LICENSE NO. Felin Fee $ 20.00 Permit Fee $6OR nn ARCH CT OR ENGINEERS MAIUNG ADDR S Plan CheckingFee $ BUILDIN DREs VILLA Energy Plan Checking Fee $23-00 $ PERMIT FEE $ 1.046,20 LOT NO. 3 S TZE VILLA PARCEL MAP 1 2 2 PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF J7 Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat um water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 15 00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NEW SINGLE FAMTT.Y RESTnF..NcF. wiTH ATTACHED GARAGE & COVERED DECK Gas piping stem 1 - 5 outlets 15.00 5.00 Buildingsewer 15.00 Mobile Home S G W Q20.00 ' PERMIT FEE $ 136.00 ELECTRICAL PERMIT Fling Fee 20.00 Main Service zoOA OR LESS 23.00 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (co mencing with Section 7000) of Division 3 of the Business and Professions Code, and my license i� i II force and effect. n ®� , / License Class Lic. No. cr( �L OWNER -BUILDER DECLA ATION 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 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is Issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My works mpensation surance carrier and policy number are: Carrier Y�,?127e2 - 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 f 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 Signature of Applicant - ❑ Owner ❑ Contractor llf Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. Main Service TO 46.00 CCU000A NEW CONST. DWEWNG OCCUP. SO DWE200ALLING OR ADDNS. ( a ACC. BLDS. 3.5QFT. NO".q SID. T. MULTI.OUTLEi @G 7,50 a s°IN"o� aunEr� Ic A. Guns OR FocruREs Ex. Occup.BAL. 20 °'•00 p .50 Ex. Occup. oimeis RE�S,6.) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring23.00 PERMIT FEE $ MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation 4 50 PERMIT FEI: $ 81 QC) Mobile Home Installation Fee $ Energy Inspection Fee $ 46 on occ jZ 3 coNST. TYPE VN TOTAL FEE $ 8 .60 HAz. X D FEEs D X CDF pggC Pp X HD X ISSUE This permit is hereby issued under the applicable of the Butte County Code and/or Resolutions indica ve for whic fees have been By Date PERMIT EXPIRES ON 3 provisions to do work paid. 3 Z7 07- �geceiptNo. 34534 /463.50 5 'n_D.S.-B. D. CANARY-ASSE O PINK -I SPE TOR DENROD-APPLICANT ;' � �� �� 9 ., r f:, : "�s.:. .,� � .. ... r .,, a ,�.�.:. .. .:.'t, � �:. .y.$ .. y,r '"(' A k yy„� S �:ryy',r % 'tr .f .e:�+,j UC �n.:(: , j V Jf, w�1}: p1�L �� ! t: ', ' �' � •'Ya • i. �— tt i ` �/' ' � , r. _�1 _. �S � � _ .` 1 t b Y - J _ ' t. � ', : ; _ r , r. _�1 _. �S � � _ .` 1 t b Y - J COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7' County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. tRev.12/96) APPLICATION AND PERMIT AtaCafORPARCd NU1�FJl �;1�/•_ /' g� QQ mNNO 5 BUILDING PERMIT oWNraTa`�NO1C S0. FT. OCC. BUILDING VALUATION ,aq]� OWNiAa MANNG ADORlas /f CoNrRwmR,s mum79? 120 IW51-LCD G�D/tSsi���TID .ter 5 Coll oc coKraACTons --W ADDREla -T _ , CONs,aucnot4mm t LENDER'S wauNG ADOMS • Fireplace 0 Total Valuation QCT oRNE°R Lx NSE NO' Filing Fee E 20.00 ARCwMCT oR ��y MAILING AODREss Permit Fee E L Plan Checkina Fee $ eUL°NGADORESS c;2 Energy Plan Checking Fee E Al. Q $ PERMIT FEE s LOT NO. L� aueo+vsloNSNe PARCEL WAP �I PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 (Jv USEOFSTRUCTURE Solar or heat pump water heater 23.00 SF Duplex ❑ Mobilehome ❑ Other Water piping 15.00 svec�Pv Each gas water heater or vent 15.00 TYPE OF WORK Gas piping system t - 5 outlets 15.00 New ❑ Addition ❑ Remodel ❑ Utilities C3 Insta tan ❑ Other ❑ Buildingsewer 15.00 %jam ;5 ( Mobile Home I S I G I W @20.00 Describe Work: [N / "e—� 6 &YglheU PERMIT FEE t ELECTRICAL PERMIT Filing Fee 20.00 Main Service °zo00oAr o L`ESs 23.00 fU Main Service 20GA TO 1000A 46.00 .. rNEW CONST. DWELLINGoccuP. OR ADDNS. i ACC. =. 3 5¢so. NONRESID.T. MULT,10=tT @7.50 POWER APPARATUS 8 SINGLE OUTLEr CIR EX. OCCU OUnir OR eAL ®x.50soPDTVRE9 Ex. Occup. o f0s 610•°ew 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE MECHANICAL PERMIT Fling Fee 20.00 *PERMIT FEE PAID$ �/ f Heating Z% Qui/ SRA - - $ U / oz Cooling SHERIFF $ � ' ' � ?� "°°d s.so Ventilation OTHER $ $ PERMIT FEI: i + D Mobile Home Installation Fee S $ E nspecLon Fee COVt PE TOTAL FEE _ � � �® WP CDP PAac HO ISSUE' AMOUNT RECEIVED $ � b is permit Is hereby issued under theiRw le provisions of County Code and/or Resolutions to d *RECEIPT /��� 1 dicnted above for which lees have been paid. NUMBER � TO BE PUT INTO COMPUTER By Date PERMIT EXPIRES ON n COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 TELEPHONE (916) 538-7541 SCHEDULE OF FEES DUE OWNER PROPOSED BUILDING USE ILII e(J Z. /1 J 1. BUILDING PERMIT FEES -- Balance Due ................. -- Additional Fees Due ........... DATE RECEIPT # DATE REC -- Additional Fees Due ........... $ -- Revised Plan Checking Fee ....... $ a-2. SCHOOL DISTRICT FEES D (paid at District Office) a / 3. SHERIFF FEES (paid at Building Division) Residential ........ x $360.00 = $ Units Commercial (sq.ft.)... x $0.03 = $ Sq.Ft. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit) . x : _ $ #Units Amt. Commercial (sq.ft.) .. x =$ Sq.Ft. Amt. 405. RECREATION DISTRICT FEES (paid at District Office) 6. THERMALITO DRAINAGE DISTRICT FEES J✓ $510.00 (paid at Building Division) ` 7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # 3 ) /1 $200.00 (paid at Building Division) 3 �� �%% 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. APPLICANT DATE Pursuant to Government Code Section 66020, you are hereby notified that items 2,3,4,5,6,8,9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 2/97) TO: FROM: SUBJECT: Building Department Environmental Health Sanitation Clearance 1 ij E USE ONLY rrPlot P�r�T'Artachod -Floor Plan A ched Sent to B.D. ! I` I rzv.�.1 , V 1 U,f-;� r)fL-. - b3 OwnerLocation AP# Plan Approved for: Sewage Disposa Water Supply: Public Private Well Clearance for dwelling. Other Hold final for: Final clearance O.K. for: NOTE: Environmental Health Specialist 8/96 Date TE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING _DIVIiXSZQN x •- -nJ COUNTY CENTER DRIVE tOROVILLE; CALIFORNIA 95965 - TELEPHONE (530) 538x7541 �� f is ':•*t,,, L 1' PERMIT APPLICATION DATA SHEET OWNER: ASSESSOR PARCEL NUMBER. Proposed Bu ding Use: Building Inspector: �4 At time of permit application, I was advised the following data must be submitted -prior to;permit processing. •and/or issuance: Date Rea`efyed . b i, By 111. All items have been submitted .------------------------------------------------------------------------------------- V Xe. Plot plans, 3/4 sets, signed by th&preparer of plans-------------------------------------------------------------- Complete plans, 3/4 sets, signed by the preparer of p ang. --=----------------------------------------------= 13 4. Engineered plans, 3/4 sets, with wet signature on plans: Aii engmeering must be shown on plans Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ---------- Energy sign Compliance and supporting documentati n!---------------------------------------------------- r LU t i ------------- El 7. Statement of Intent for Non -Heated and A/C Buildings ----------------------------------------------------------- 118. -------------------------------------------- ....._,.._-._.__ ❑ 8. Hazardous Material Form. ---------- --------- ' :.. ice, A/ U1rd•t Ai ,ud . - �. Manufac ed 1=Tome ata and ms atiori mstrucntions mclu ' g Tie Down Specifications .------------------ -^•� � t�� 0. Fees of $ -- �''� 6d ------- --------------------------------- ----------------- Impact fees as shown on the attache schedule. ------------------------------------------------ T- ----------- -- ' alifornia artmentofFore lana approval/fees. -- e�J __ 9---L -Ca--- ' i . t Q 1 lood elevation certificate. -------------------------------------- ------------------------------------ £------- anitation and plot plan approval Health Department. ------------------------------------------- dl ,� t ❑ 1,5 City of Chico plumbing permit.------------------------------------------------------------------------------— ❑ 1 1ot plan and business license a royal from the Ci of Bi s i P PP tY gg • -��� :- - �=- �. glaunirrg-approva dor A) Use:(B) Parki g;-• --`----------------------- ±. Contact and.D� e' veldAment-abonir I3 . emen Iramage, Legal Parcel -- -- ---� ncroachment Permit for driveway (construction approval prior to occupancy). -=----------------------- fe-inspection for required Request to Building Inspector on Oate) ontractor's'license information. (Number, Name Style, Classification). ----------------------- ------------ - Z2. orkers' Compensation carrier and policy number. ----------------------------------------------------------- ❑23 wner-Builder Verification (Given to owner ❑, Mailed to owner 0) - -------------------------------------- tter of signature authorization. -------------------------------------------------------------------------------- Recorded copy of Agricultural Acknowledgment Statement. -`; ---------------------------------------------- .' 1 ❑26.'Letter of intent on building use. ---------- ----------------------------------------------------------------------- I ` anufactured Home utility clearance. -------------- --------------------------------------------------------- xisting violations and/or expired permits. ---------------------------------------------------------------------- ❑433 A, ❑Grant Deed`, ❑ M.H. Title, ❑ Check to H.C.D $ j . Other: FZ/ejo- .7�ie%�1�� ----/ r ------- Q , ;hryou issue the permit, rocess as follows 11rac Mail to owner, ❑Mail to contractor. Telephone � `7 � and hold for pickup at eo office. ❑ Deliver with inspector. ; Applicant E;,Q, ! Date: Copy of Haz-Mat form sent ii health Department, 11 Fire Department, ❑ Air Pollution f Dater "" '" By: i Copy of plans sent ❑ Health Department, ❑ Fire Departmeril, ❑ Other: - %� \ iDate / A Yj Bv; 1. Index permit application for the above items numbered: l 9-PYan"`Check List 2. Additional.items required: y d 4—t Contractor, designer, owner, was advised of the above req ' data by ❑ pho' e;, ❑ i' 'axil' ild ng ivision counter, by Date: \Contractor, designer, owner, was advised of the above required data by ❑ phoned itt ❑ Building Division counter, by Date: ?' :Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by. Date: Contractor, designer, owner, was advised of the above required data by ❑.phone, 1:1mail, ❑ Building iv' 'on counter;, Date: Plans reviewed by: !f Date: Plans approved by: i'� Date: S5 - Sets of plans onihold in ❑Plan Cabinet, o A.P. folder. , , Note transfer by: ate: Yellow Copy - Dep"nent of. Development Servicesj`building Division: BUTTE COUNTY PAR RACILITY FEE PAYMENT CEAFICATION FORM DURHAM RECREATION AND PARK DISTRICT 5 Assessor Parcel Number (s): 'QL41- 6 SQ " Oa 3 Property Owner (s): KI r K (�fber) Project Location/Address: V/,//a V /Si )�)r .(Droc/i // c, Subdivison Name: / �& ul / j,A Assessable Square Footage: 14 S o Type of Residential Development (check one): New Development Afteration/Addition ❑ Mobile Home (s) Non -Residential to Residential' 41- Comments: °t.' X.. Buildinq/Division Repr sentative Date Durham Recreation and Park District (DRPD),certifies that Ji-�l� Orsi I I a 559- y 2� 2 - Applicant Name Applicant Phone Number Street Address oy-O V I I2 (rid- c15 C/ (e (o .•k City State , Zip Code - has complied with the requirements of the Butte County Board of,Supervisors Resolution No. 93 - 114 by payment for 1930 square feet at $ 1.04 per square foot for a total payment of$I0$ .A DRPD Representative' . Date PAID BY CHECK No.: BANK No.: f 1— Lj zS PAID BY CASH: RECEIPT No.: 1313 `a Remarks: r DISTRIBUTION: WHITE - APPLICANT PINK - DRPD _YELLOW - BUTTE CO. BUILDING DIVISION AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 COPY of Document Recorded •27 -Ma 10,001 2001 -0011927 - Has not been compared with original BUTTE COUNTY RECORDER AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and.from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: Date Z - / – (3-/ PROPERTY OWNERS: State of California ) County of Butte ) On Feb . 1, 2001 before me, Lucy A. Persha 11, nota ry personally appeared KJ 1Z K I b -V personally (mown to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to 'me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal ' _....... _ _ Si nate r Q,r,' •� ' •.. LUCY A. PERSHALL Ste' O 1 COMM. #1259473 rrt F NOTARY PUBUC CALIFpsNIA /_ �J t BUTTE COUNTY F A.P. #04 1 - (C� O o — 00-:3 MY COMM. EXPIRES Apr 3, 2004 DESCRIPTION THE -LAND REFERRED TO HEREIN IS SITUATED IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, AND IS DESCRIBED AS FOLLOWS: PARCEL I• LOT 3, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "BUTTE VILLAS SUBDIVISION", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON APRIL 24, 1997, IN BOOK 142 OF MAPS, AT PAGE(S) 22, 23, 24, 25 AND 26. CERTIFICATE OF CORRECTION RECORDED JUNE 19, 1997, UNDER BUTTE COUNTY RECORDER'S SERIAL NO. 97-22336. RESERVING THEREFROM AN EASEMENT FOR INGRESS AND EGRESS AND PUBLIC UTILITIES, AS SHOWN ON SAID MAP. THIS DEED IS MADE AND ACCEPTED UPON THE COVENANTS, CONDITIONS AND RESTRICTIONS AS SET FORTH IN THAT CERTAIN DECLARATION OF RESTRICTIONS RECORDED APRIL 24, 1997, UNDER BUTTE COUNTY RECORDER'S SERIAL NO. 97-14855, BUTTE COUNTY, CALIFORNIA; ALL OF WHICH ARE INCORPORATED HEREIN BY REFERENCE THERETO WITH THE SAME FORCE AND EFFECT AS THOUGH FULLY SET FORTH HEREIN AT LENGTH AND GRANTEES BY ACCEPTANCE OF THIS DEED APPROVE, ADOPT, 'RATIFY AND AGREE TO THE TERMS OF SAID DECLARATION. - -�- AP#: 041-680-003-000 PARCEL II• AN EASEMENT FOR INGRESS, EGRESS AND PUBLIC UTILITIES OVER VILLA VISTA DRIVE, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "BUTTE VILLAS SUBDIVISION", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON APRIL 24, 1997, IN BOOK 142 OF MAPS, AT PAGE(S) 22, 23, 24, 25 AND 26. PAGE 5 ���.r, .. , ., .. •., ..,p,•.. _. __. _ , n.-«.._.����.r��,.''>t'1�' � f e� l�i� ^ry�rj+:-^!y r+-r,u .. `.. ----s• nr. r .r . .. ... M � ..« .. BUTTE.COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM' (One form per Building) School District Building Department No. D�/ 11D Jurisdiction: di A.P. Number ... sdicc tion: Clty County Property Owner t% e�u , ` Pro rty Location/Address Subdivision ►c/u.,Oei t % 1 f IaA Lot No. :..........................:........................................................................................ Residential Development Sq. Footage No of Living Mobile Home Addition/ 'Supplemental to (Group R) Units Installation Conversion Permit # '(No foundation inspection); Commercial/Industrial :. Footage' New Addition rs (Including Exterior Roofed Areas) runs reviewed oy acnooi uis[nct rersonneq District Iden``tiificabon'No. t oRf•7Ani vA)/r-1g 77 School District certifies that V) LI -A v/ (Street Address) L6 -r3 Date Krre K B�u3��-J (Applicant) (Phone Number) deo viLLE �� g s9 � s (City) - (State) II (Zip Code) has complied with the requirements of Resolubon No. d d `'1 by payment of $ f �[ representing �' T.3 Q square feet. 1-132926 $ lip FULL MITIGATION $ ih School District Representative +' Date S�/a' /.I?S/CLO !'�ivST7�UG Paid by Check # Remarks: Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 66020(a), within 90 days from the date fees are paid'. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the Califomia Environmental Quality Act ICEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.xls 00/98)dmm e� PLAN REVISION Please complete the following information in order to process your submittal. If this form is not complete, correct and legible, it may cause a delay in processing. Owner's Name: Received A.P. #: ('��J�LPermit #: ContactPhoneNumber: D / ( , ` ( l b Purpose of submittal: 01 Permit Application Data Item ❑ Engineering ❑ Plan Revision Date: CJ 0 Time: c,o 01 v� - ❑ Requested by Building Inspector or Correction Notice - Inspector's Name: ❑ Requested ByEx er - E ' er's N e: 7 Other: (/ If you are revising a plan which has already been issued, submit two(2) drawings reflecting the revisions for plan review. If engineering is involved in this revision, the engineer must put his requirements on these drawings and stamp and sign the drawings. Include two (2) sets of wet signed engineering. Revised drawings must clearly s� how When Approved, Process as Follows: ❑ Mail to Owner at this address: ❑ Mail to Contractor at this address: 1 ❑ Call ❑ Deliver with next inspection. and hold for pickup at the ❑ Chico Office ❑ Oroville Office Revised Plan Check Fee: ❑ $46.00 Receipt #: ❑ Additional Fees Not Required Additional fees may be due• based upon complexity and time involved to process this submittal. Additional Fees: Receipt #: y �, F� � - - � ' 1 � l ,.- 1 1 �, F� : , PLAN REVISION Please complete the following information in order to process your submittal. If this form is not complete, correct and legible, it may cause a delay in processing. Owner's s Name. �U 6A &T Received B Date: A.P. #: �`'l I V ~ VlJ Permit #: ContactPhoneNumber: Purpose of submittal: ❑ Permit Application Data Item ❑ Engineering ❑ Plan Revision ❑ equested by Building Inspector or Correction Noti Requested By Plan's Examiner - Examiner's Name: ❑ Other: 3-,Z-01 Time: -�K (0 -E4-&m z 4 � 4b -e -n Uhr I, ne e c- � O u,r re v)ekz If you are revising a plan which has already been issued, submit two(2) drawings reflecting the revisions for plan review. If engineering is involved in this revision, the engineer must put his requirements on these drawings and stamp and sign the drawings. Include two (2) sets of wet signed engineering. Revised drawings must clearly, show chances monosed and location, invnlvPri When Approved, Process as Follows: ❑ Mail to Owner at this address: ❑ Mail to Contractor at this address: ❑ Call ❑ Deliver with next inspection. and hold for pickup at the ❑ Chico Office ❑ Oroville Office Revised Plan Check Fee: ❑ $46.00 Receipt #: ❑ Additional Fees Not Required Additional fees may be due based upon complexity and time involved to process this submittal. Additional Fees: Receipt #: s PL .N REVIEW RESPONSE FORM In order to expedite thr review of your plans, please complete the following information and refurn this form with your re -submittal. I. this form is not complete, as to all correction items, we will not be able to accept yodr re -submittal for review. There must be a vali' response to every item requested in our plan correction letter. "By others" is not considered a valid response. Please indicate YOU, response to each item and the location where the information can be found on the plan_s/calcs. ATTACH THIS FORAM TO A COPY OF YOUR PLAN RMEW LETTER AND RETURN wrTH R>>:VISED AND ORIGINAL PLANS. OWNERS NAME //JJ DATE; ff ASSESSORS PARCEL NUMBER- PERMIT NUMBER V`1f-loOUrlJIJ ��-0lsq:� IhtW'UNSt FUK PLAN GHLUK LETTER DATED: PLAN CHECK ITEM # RESPONSE BY: ;' LOCATION ON PLANS/CALCS: �1_ ��Q i 3 � wLid P4&6 Ke- ID, COMMENTTS: ll - *j *Tv"?i Wilve- Cf- ZL� V PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: O CGir1MENTS:�,r� W / �p om ON'�1M. o F aW-L—+ i� 9L.DC—. PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: CS) V" 1 t WcX_)NS / COMMENTS: PLAN CHECK ITEM # COMMENTS: PLAN MENTS: E RESPONSE LOCATION ON LOCATION C` PLS9 REVIEW RESPONSE F&RM In order to expedite the review of your plans, please complete the following information an return this form with your re- submittal. . this form is not complete, as to all correction items, we will not be able to accept your re -submittal for review. There must be a vali response to every item requested in our plan correction letter. "By others" is not considered a valid response. Please indicate yo, response to each item and the location where the information can be found on the planstcalcs. ATTACH THIS FORM TO A COPY OF YOUR PLAN REVIEW LETTER AND RETURN WITH REVISED AND ORIGINAL PLANS, OWNERS NAME DATE: D� ASSESSORS PARCEL NUMBER PERMIT NUMBER 04 l -- &RD DD 3 1 10/- ©/ ?3 RESPONSE FOR PLA HECK LETTER DATED: s �u.�-ti �I 0`2 a o . PLAN CHECK ITEM #RESPONSE . �r BY: 3-�, 0, LOCATION ON PLANS/CALCS: A I - - COMMENTS: Al U j Aq1q- OL CS4 wzl 4.a :�z Lor PLAN CHECK ITE % RESPON LOCATION ON PLANS/CALCS: COMMENTS: C � ITEM # COMMENTS: RESPON PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: � (tw�- COMMENTS: A CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS%: IENTS: n J C CA� Il A,\ N 8c-4,ed tv r (zA S Y e RESPONSE FOR PLAN CHECK LETTER DATED: PLAN CHECK REM N `C RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: "t3 v PLAN CHECK REM #RESPONSE BY: LOCATI ON PLANS/CALCS: /-c y--, 0^, r(AAS V v PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLA S/CA CS: ROX G> S33 25770 A COMMENTS: PLAN CHECK ITE RESPONSE BY: LOCATION ON PLANS/CALCS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: 1� COMMENTS: PLAN CHECK REM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: PRC -EC PROCESSING RFr.ORD APPLICANT: L(C�[ ( 0 Y) I ' OWNER: PERbffr /: i A. P. WORK DESCRIPTION: DATE DESCRIPTION OF STEP 2 I-zl -� O f . �- of ��' 0 • RESIDENTLAL PLAN REVIEW =` D ?- MSCELLANEOUS ONLY* 01 • _. Owner: T Building Permit Number: 01 8 3 Plans Examiner: A. P. Number. GENERAL: _ ....... Zoning requirements — (number of permitted living units). Building permit valuation. Plans signed by the designer. Proper description of work on the application. Existing violations on the property. Recorded notice of violation. IVO. 'eycisll - ) OM rtmove_ PLOT PLAN: T Complete parcel size and dimensions. P 2. Setbacks, side yard, easements, btc. Other buildings or structures. 4. Grading, fills and/or drainage. Ye ',<u!;Z� ra-i Flood hazard - 6. Special conditions on Parcel Map (Noise,® Fire Sprinklers, Water Tender= Traffic and Drainage fees). FAU & FAS road setback. ,X Building or utilities across lot lines (record form). FLOOR PLAN: Plans and specifications drawn to scale with dimensions and of sufficient clarity (Uniform Building Code section 106.3.3). 10% of natural light and 5% of ventilation'(Uniforni Building Code section 1203). Egress windows (Uniform Building Code section 310.4). ® Skylights'(Uniform Building Code'sectioa 2409 & 2603.7).' Glazing in Hazardous locations (Uniform Building Code section 2406).- A Required room sizes and ceiling heightif Uniforii f Budding Code section 310.6). ,i70- GFCI in baths, garage, kitchen; wet b'ar,`andeaderior receptacles (NEC 210). Prohibited locations of gas 'water >ieatiers (Unifoim`Pluiiiliingwe 509& 1213.5). Prohibited locations of gas heatiiig'egdipmeat (Urirfonn Mechanical Code 304.5). e firewall separation - on garage sr �tacTa�dmg waDs and (Uniform Building Code section' 302.4 6N&io 93). ,X. Wood store location = Alcove clearance (UMC section 205 confined space & 223 unconfined space). Smoke detectors (Uniform Building Code section 310.9:1). y3 Nater closet clearances (Uniform Plumbing Code 408.5). Shower compartment minimum 1024 sq. in. & 30" circle (Uniform Plumbing Code 412.7). Pagel of 2 UC:TIJRAL DETAILS: `Conventio_ nal construction - Unusually shaped buildings (Uniform Building Code section 2320.5.4). w Standard bracing or engineered desigil`(Uniform Building Code set�on' 2320.11 3)' : A C;• - Y: • � � W�'�/M'y(T{N/`�ry requiring balloon framing_ and/or engineering. f t Tbree'stoiy buildin irin en eefed calculations and plans. ` 8� 8 8� -�. Foundation plan complete enough to construct Building:, � >`. " -Floor construction details complete enoiugh to constrict luildin g:, Elevations and wall construction details complete enough to construct building. �YO 8r Rnof construction details complete enough -to construct building. QIP d Rafter "ties or bearing'ridge beam iiiaeplace construction details and calculations if necessary: ,. Garage door header size(s). � 5� re -a 2C��0 r ��� - a Porch header size(s). I &gti�id ghts. ve soil- special foundation design required. gwalls requiring design. nspection requirements. (-AD0 v -K--/ prV -- 17.' Header sizes.. <, i 18,Gypsum wallboard nailing inspection required. MISC, ELLANEOUS ITEMS: Stairway details - landings, rise- and run, head clearance, handrails (Uniform Building Code section 1006): ` Gi4rdrails (Uniform Building Code section 509). f e')§A& or stone veneer (Uniform Building Code section 1403). A ; E die i plaster.- weep screeds (Uniform Building Code section 2506.5). Y �R,00fpitch for roof covering (Uniform Building Code Table 15-B-1& 2,15-D-1 & 2). ' - Rnof covering type - (fire hazard). .' Foam insulation - protection. ..: 36"..h_alls and stairways (Uniform Building Code section 1004.3.3.2). ,• A!':JW6 exits on three - story dwellings (Uniform Building'Code section 1004:2.3.2). " nc Boor access and ventilation (Uniform Building Code section 2306.3 & 2306.7). : 11- c access and ventilation (Uniform Building Code section 1505). "12: 6Ao scion air for fuel burning appliances - LPG requiirements: Sound requirements. a . 14:;Energy design compliance and supporting documentation. JYr Flashing at all exterior openings. n n 116." responsible area requirements. '� - / '`� rA 17.'Building Pe uirements: 17.1. SRA ti 17.2. ood'el te. 17.3. ire S 17.4. n juiremen :. - Use Permit conditions.-: ' - ` Sub -Standard Housing letter. Page 2 of 2 February 21, 2001 Kirk Belben 696 Buschmann Paradise, CA 95969 0 - 0 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Re: Building Permit Number: 01-0183 Assessor's Parcel Number: 041-680-003 This office has performed the structural review of the above referenced building plans. Please provide additional information and/or make revisions to plans, specifications and calculations as follows: ©� 1. Provide verification from the truss manufacturer that trusses and C3 are adequate to carry the intended drag forces. 6 © Provide connection details depicting shear transfer from the roof diaphragm to the shear walls along the north and south walls of the great room. The shear walls shown on the north side are not specified in the structural calculations and may not be necessary. The calculations indicate that shear panels along wall lines 1, 2 and or(3 will carry lateral forces in the east/west direction. Please clarify. Provide shear transfer detail showing connection of the gable end walls. Plan check will continue upon receipt of the above items and those items listed in the letter sent to you from Martha Whitney on February 8, 2001. Additional items may be required when plan check is resumed. If you wish to discuss any requirements, you may contact Martha or me at (530) 538-7541 between the hours of. 1:00 p.m. and 4:00 p.m., Monday through Friday. Sincerely, Philo Hunt, P.E. �SGU�� Plan Check Engineer M. Michael Mooney, P.E. i February 8, 2001 Kirk Belben 696 Buschmann Paradise, CA 95969 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Parcel Number: 041-680-003 Building Permit Number: 01-0183 elm /'G This office reviewed building plans for the permit application referenced above. The plans examiner's comments are listed in Part I below. Please respond in writing to each comment in Part -I by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Indicate which detail, specification or calculation shows the requested information. Additional response information is included on the response form. Your complete and clear response will expedite the recheck and approval of this project. If more than one party is responsible for plans, all party's must respond on the PLAN REVIEW RESPONSE FORM. PART -I Provide additional information and/or make revisions to plans, specifications and calculations as follows: According to the Department of Environmental Health, there is no existing barn on this property. Please confirm the existence of the barn or remove from plot plan as it is shown in the area designated a leach field by the Health Department. 2 Provide a letter from your engineer that he has read the. geotechnical report for the Butte r' illas subdivision and that his foundation design conforms to the' ry qu'rements of the report. s� tel, SMA ey V.4— y�o/ Your plans will be noted by me that all garage walls are to be covered with 5/8th's, Type X sh/cenr. nd that the garage lid will be 5/8th's, Type X sheetrock over R.C. channel at 16 inches on . One ofthe trusses in package specifically refer to "Truswall Gable Detail" but this gable detail has'not been provide4 Please obtain this gable detail from the truss company and submit two copies o said detail. 5. rovide location of HVAC system. If any part of system is located in the attic, please have Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX appropriate truss sized for the mechanical loads. Submit two copies of the revised truss. Provide attic access. Show location on plans. ,Q (L�tispartsicular rusC3 has not been designed for drag load. Provide two copies of revised truss calcs for Jn ' truss. rovide garage door header size. Revise energy calculation for correct size windows at dormers and rear door. Corrected size of door is 20 square feet not 18 and correct size of dormer windows is 5.49 each, not 4.5 each. R-13 insulation is required in the walls, not R-11 shown on the plans. 10. pecial inspection is required for all earthwork, including foundation construction, for all lots P1� this subdivision. Special inspector is required to be a licensed engineer or architect. Will your engineer of record, Michael Mooney, be your special inspector for the construction of the foundation or will it be someone else? �o� T-2x?�oKS 11. 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. I. Complete and return your School Impact Fee form. 2. Complete and return your Park Impact Fee form. 3. Provide recorded copy of Agricultural Acknowledgment Statement 4. Balance of building permit fees is $955.10 5. Sheriffs Fee is $360.00 6. Water Tender Fee's are $200.00 7. Provide letter of signature authorization from Orcillo Construction for Dee Kirk. Sincerely, Martha Whitney Plans Examiner cc: Orcillo Construction Michael Mooney - T r E.H. USE ONLY •; '1' Plot Plan Attached Floor Plan Attached 1 � G sent t. B.D. TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance �fl i tai t 6pr� LA Ly ' L 5�o, i"r C) AI — (ORO _063 Owner Location AP# Plan Approved for: Sewage Dispo Water Supply: Public f Privat�Well ol Clearance for dwelling. Hold final for: Final clearance O.K. for: NOTE: Environmental Health Specialist 8/96 Date U | |/ / - . .. . /�� OWNER -BUILDER VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name -and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and ' issuing your building permit. No building permit will be issued until this verification is received. 1` I personally plan to provide the major labor and materials for construction of the proposed property improvement: YES NO 0 I HAVE )Q HAVE NOT 0 signed an application for a building permit for the proposed work. 3. I, ve contracted with the following person (firm) to provide the proposed construction: NAI ADDRESS: PHONE: CONTRACTS LICENSE NO. 4. I plan to provide portions of this supervise, and provide the major, NAME: ADDRESS: PHONE: have hired the following person to coordinate, CITY: CONTRACTOR'S LICENSE NO. 5. I will pe some of the work but I have contracted (hired) the following persons to provide the wor indicated: NAME ADDRESS PHONE TYPE OF WORK SIG ED: j�,�,�Cf PRO¢EIRTYOWNE Kt R k 8 . f3�L�3En/ SOCIAL SECURITY NUMBER: DA E: 11-2-1-01 NOTE: This Owner -Builder Verification is required by Section 19831. and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit OVER OWNER BUILDER -INFO INIATION Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified. For your protection, you should be aware that as "owner -builder" you are the responsible parry of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be, licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they. apply. If you plan to do your'own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information 'for your benefit and protection: ♦ If you employ or otherwise engage any persons 'other than your immediate family, and the work (including materials and other costs) is S300 or more . for the entire project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. ♦ -If you are an employer, you -must register with the.State and Federal Governments as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. ♦ There may be financial risks for you if you..do-not carry out these obligations, and these risks are especially serious with respect to worker's compensation insurance. ♦ For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "owner builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner. Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. �. ► rely, Mic el C. Vi ira, C.B.O. Ma ' gec, Building Inspection NOTE: This Owner -Builder Information is required by Section 198.10 of die Californla Hea11h and Safety Coda OVER DIVISION -BUILDING PLAN APPROVAL PLANNING D 1_2pi.,02- 6 0 �� Date: Use: Parking: Landscaping Other'. Signature: 02 IAME cow It NG DEPARTMEW APPROVED N a bc?-1 (ga" a r. I M oS -e � PTSN 1 _ - -� S iort��l. � rnooN+ fr`� � os of ;i D X91 nZ 1 X� fp � ML4Sl�R� b �1_ I1 � II � Dogs-�bS I I Irl cl- CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R Project Title.......... ADDITION Date..12/06/01 17:41:32 Project Address........ 2416 VILLA VISTA DR. ******* --------------------- OROVILLE *v6.01* Documentation Author... MARTIN ALVIS ******* ; Building Permit # Alvis Heating and Air P.O. Box 5127 ; Plan Check / Date Oroville, CA 95966 530-534-8491 Field Check/ Date Climate Zone..... ..... 11 --------------------= Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Ener.comp, Inc. ----------------------------------------------- MICROPAS6 v6.01 File-BEL469 Wth-CTZ11S92 Program -FORM CF -1R ; User#-MP2308 User -Alvis Heating and Air Run-HOUSE ------------------------------------------------------------------------------- GENERAL INFORMATION ------------------- Conditioned Floor Area..... Building Type .............. Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Stories.......... Floor Construction Type.... Glazing Percentage......... Average Glazing U -factor... Average Glazing SHGC....... Average Ceiling Height..... 1899 sf Single Family Detached Existing Plus Addition Front Facing 315 deg (NW) 1 1 Stab On Grade 16.7 % of floor area 0.5 Btu/hr-sf-F 0.67 10.2 ft BUILDING SHELL INSULATION Component Frame Cavity Sheathing Total Assembly Orientation Type ------------ Type ------- R -value -------- R -value R -value U -factor =------ Location/Comments Wall Wood R-13 -------- R-0 ------- R-13 0.088 ------------------------ OUTSIDE Wall Wood R-15 R-0 R-15 0.081 OUTSIDE Roof Wood R-11 R-27 R-38 0.025 ATTIC Door None R-0 R-0 R-0 0.330 SOLID WOOD S1abEdge None R-0 R-0 0.670 F2=0.760 To Outside FENESTRATION ------------ Over - Interior Exterior hang/ Area U_ Fins Orientation -------------- Woven (sf) Factor SHGC -------------------- Window Front (NW) ----- 15.0 ------ 0.500 ------ 0.650 Window Front (NW) 15.0 0.500 0.650 Window Front (NW) 17.5 0.500 0.650 Window Front (NW) 15.0 0.500 0.650 Window Front (NW) 15.0 0.500 0.650 Window Front (NW) 5.0 0.570 0.670 Window Front (NW) 5.0 0.570 0.670 Window Left (NE) 15.0 0.500 0.650 Window Left (NE) 4.5 0.500 0.650 Over - Interior Exterior hang/ Shading --------------- Shading Fins Standard -------------- Woven ----- Yes Standard Woven Yes Standard Standard Yes Standard Standard Yes Standard Standard Yes Standard Standard None Standard Standard None Standard Styvda. d None Standard Standard None V WNG DEPA (MEi , CERTIFICATE OF COMPLIANCE: RESIDENTIAL Refrigerant Page 2 CF71R Project Title.......... ------------------------------------------------------------ ADDITION Duct Manual Thermostat Type ------------ Efficiency ------------ Date..12/06/01 17:41:32 MICROPAS6 v6.01 File-BEL469 n/a Attic Wth-CTZ11S92 Program -FORM CF -1R ACSplit ------------------------------------------------------------------------------- User#-MP2308 R-4.2 No No Setback User -Alvis Heating and Air Run -HOUSE WATER HEATING SYSTEMS --------------------- FENESTRATION ------------ .Number Tank External in Energy Size Insulation Tank Type ------------ Heater Type ----------- Distribution Type Over- Factor (gal) R -value Storage Gas Area U- -------- ------ ---------- 0.62 40 R- n/;a Interior Exterior hang/ Orientation -------------------- .l C®UNIi (sf) ----- Factor SHGC Shading Shading .. Fins Window Left (NE) 15.0 ------ 0.500 ------ 0.650 --------------- Standard -------------- Standard ----- None Window Left (NE) 20.0 0.580 0.900 Standard Standard Yes Window Back (SE) 15.0 0.500 0.650 Standard Woven Yes Window Back (SE) 15.0 0.500 0.650 Standard Woven Yes Window Back (SE) 20.0 .0.580 0.900 Standard Woven Yes Window Back. (SE) 15.0 0.500. 0.650 Standard Woven Yes Window Back (SE) 15.0 0.500 0.650 Standard Woven Yes Window Back (SE) 15.0 0.500 0.650 Standard Woven None. Window Back (SE) 15.0 0.500 0.650 Standard Woven None Window Back (SE) 4.5 0.500 0.650 Standard Standard None Window Right (SW) 6.0 0.500 0.650 Standard Standard Yes Window Right (SW) 6.0 0.500 0.650 Standard Standard Yes Window Right (SW) 18.0 0.580 0.900 Standard Woven Yes Window Right (SW) 15.0 0.370 0.350 Standard Woven Yes Window Right (SW) 15.0 0.370 0.350 Standard Woven Yes SLAB SURFACES ------------- Area Slab Type (sf) Standard Slab 1899 HVAC SYSTEMS Refrigerant Tested ACCA Equipment Minimum Charge and Duct Duct Duct Manual Thermostat Type ------------ Efficiency ------------ Airflow Location ------------------ R -value ------- Leakage D Type Furnace 0.800 AFUE n/a Attic R-4.2 ------- ------ ---------- No No Setback ACSplit 12.00 SEER No Attic R-4.2 No No Setback WATER HEATING SYSTEMS --------------------- .Number Tank External in Energy Size Insulation Tank Type ------------ Heater Type ----------- Distribution Type System Factor (gal) R -value Storage Gas ------------------- Siandard ------ 1 -------- ------ ---------- 0.62 40 R- n/;a . .l C®UNIi R^ } CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -IR ------------------------------------------------------------------------------- Project Title.......... ADDITION Date..12/06/01 17:41:32 MICROPAS6 v6.01 File-BEL469 Wth-CTZ11S92 Program -FORM CF -1R User#-MP2308 User -Alvis Heating and Air Run-HOUSE ------------------------------------------------------------------------------- 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 Fenestration Shading. REMARKS w t `rL.: , `L PPRO CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 4 CF --1R Project Title Title.......... ADDITION Date..12/06/01 17:41:32 -------------------------------------- MICROPAS6 v6.01 File-BEL469 Wth-CTZ11S92 Program -FORM CF -1R User#-MP2308 User -Alvis Heating and Air Run -HOUSE ----------------------------------------- -------------------------------------- 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.... KIRK BELBEN Name.... MARTIN ALVIS Company. Company. Alvis Heating and Air Address. 2416 VILLA VISTA DR. Address. P.O. Box 5127 OROVILLE CA. 95965 Oroville, CA 95966 Phone... 530-891-5600 Phone....530-534-8491 License. Signed.. Signed.. (date) (date) ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed.. (date) MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 1 MF -1R Project Title.......... ADDITION Date..12/06/01 17:41:32 Project Address........ 2416 VILLA VISTA DR. ******* --------------------- OROVILLE *v6.01* Documentation Author... MARTIN ALVIS ******* ; Building Permit # Alvis Heating and'Air P.O. Box 5127 ; Plan Check / Date Oroville, CA 95966 530-534-84'91 ; Field Check/ Date Climate Zone........... 11 --------------------- Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Ener.comp, Inc. -------------------------- MICROPAS6 v6.01 File-BEL469 Wth-CTZ11S92 Program -FORM MF -1R User#-MP2308 User -Alvis Heating and Air Run-HOUSE ------------------------------------------------------------------------------- Note: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the.documents or on this checklist only. BUILDING ENVELOPE MEASURES -------------------------- Design- Enforce- er mant *150(a): Minimum R-19 ceiling insulation. 150(b): Loose fill insulation manufacturer's labeled R -Value. *150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U -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 cert.ified U -factor, certified Solar Heat Gain Coefficient (SHGC), and infiltration certification. . 3. Exterior doors and windows weatherstrippe'd.; all joints and penetrations caulked andsealed. tl 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 '0 -'c 1. Masonry and factory-bui.lt fireplaces have: a. Closeable metal or glass door MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 2 MF -1R J Date 12/06/01 17 41 32 Project Title ADDITION - ---------------------------------------- MICROPAS6 v6.01 File-BEL469 Wth-CTZ11S92 Program -FORM MF -1R ; User#-MP2308 User -Alvis Heating and Air Run -HOUSE ------------------------------------- ----------------------------------------- b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES -------------------------------------------------------------- Design- Enforce- er ment 110 -113: -HVAC equipment, water heaters, showerheads and / faucets certified by the Commission.. 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACCA. 150(i): Setback thermostat on.all applicable heating and/or cooling systems. 150(j): Pipe and Tank insulation 1. Storage gas water heaters rated with an Energy Factor 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. A1.1 ducts and plenums installed, sealed and in- sulated, to meet the requirements of the 1998 CMC sections 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 backed rubber adhesive 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 Equipmentf 1. System is certified with 78% thermal efficiency, o.n,poff r� couw, ,- switch, weatherproof operating instructions, no e'l"'eFc!t' °i�3 PPF?OV,FD MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 3 MF -1R ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- Project Title.......... ADDITION Date..12/06/01 17:41:32 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- MICROPAS6 v6.01 File-BEL469 Wth-CTZllS92 Program -FORM MF-iR User#-MP2308 User -Alvis Heating and Air Run -HOUSE ; ------------------------------------------------------------------------------- resistance heating and no pilot light. 2. System is installed with: a. At least 36 inches of pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spas. 3. Pool system has directional inlets and a circulation pump time switch. 115: Gas-fired central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously burning pilot light (Exception: Non -electrical cooking appliances _�(y with pilot < 150 Btu/hr) . LIGHTING MEASURES ----------------= Design- Enforce- er ment 150(k)1: Luminaires for general lighting in kitchens shall have lamps with an efficacy of 40 lumens/watt or greater for general lighting in kitchens. This general lighting shall be controlled by a switch on a readily accessible lighting control panel at an entrance to the kitchen. 150(k)2: Rooms with a shower or bathtub must 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. i Wim COW �wbi(I ®cps COMPUTER METHOD SUMMARY Page 1 C -2R Project Title.......... ADDITION Date 12/06/01 17 41 32 Project Address........ 2416 VILLA VISTA DR. ******* --------------------- OROVILLE *v6.01* Documentation Author... MARTIN ALVIS ******* ; Building Permit # Alvis Heating and Air P.O. Box 5127 ; Plan Check / Date .Oroville, CA 95966 ; 530-534-8491 ; Field Check/ Date Climate Zone. .. 11 --------------------- Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. - ---------------------------------------------- MICROPAS6 v6.01 File-BEL469 Wth-CTZ11S92 Program -FORM C -2R ; User#-MP2308 User -Alvis Heating,and Air Run-HOUSE ------------------------------------------------------------------------------- ---------------------------- ---------------------------- MICROPAS6 ENERGY USE SUMMARY = Energy Use Standard Proposed Compliance = _ (kBtu/sf-yr) _----------------------- Design. ---------- Design Margin = - - Space Heating..:....... 18.40 ---------- 19.32 ---------- -0.92 = - Space Cooling.......... 9.35 '10.44 -1.09 = - Water Heating.......... _ 13.47 11.37 2.10 = = Total -------- 4.1.22 -------- 41.13 -------- - 0.09 = _ *** Building complies with Computer Performance GENERAL INFORMATION ------------------- Conditioned Floor` Area..... 1899 sf Building.Type.............. Single Family Detached Construction Type ......... Existing Plus Addition Building Front Orientation. Front Facing 315 deg (NW) Number of Dwelling Units... 1 Number of Building Stories. 1 Weather Data Type.......... ReducedYear Floor Construction Type.... Number of Building Zones... Conditioned Volume......... Slab -On -Grade Area......... Glazing Percentage......... Average Glazing U -factor... Average Glazing SHGC....... Average Ceiling Height..... Slab On Grade 1 19347 cf 1899 sf 16.7 % of floor area 0.5 Btu/hr-sf-F 0.67 10.2 ft OU couvn, r,P,PRu^VEV,,, 'COMPUTER METHOD SUMMARY Page 2 C -2R Project Title.......... ADDITION Date..12/06/01 17:41:32 - ----------------------------------------- MICROPAS6 v6.01 File-BEL469 Wth-CTZ11S92 Program -FORM C -2R User#-MP2308 User -Alvis Heating and Air Run-HOUSE ------------------------------------------------------------------------------- Zone Type -------------- HOUSE Residence BUILDING ZONE INFORMATION ------------------------- Floor #. of Vent Vent Air Area Volume Dwell Cond- 'Thermostat Height Area Leakage (sf) (cf) Units itioned Type (ft) (sf..) Credit ------------ ----- ----------------- ----- -------- --------- 1899 19347 Area Surface (sf) -------------- ------ HOUSE - Existing 1 Wall 2 Wall 3 Wall 4 Wall 5 Wall 6 Wall 7 Wall 8 Wall 9 Wall 10 Wall 11 Roof 12 Door U_ factor 1..00 Yes Setback 2.0 Standard Housewrap OPAQUE SURFACES --------------- Insul Act Solar Form 3 Location/ R-val Azm Tilt Gains Reference Comments 288 0.088 13 315 90 Yes W.13.2X4.16 OUTSIDE 117 0.088 13 315 90'Yes (NW) W.13.2X4.1,6..OUTSIDE Window 278 0.088 13 45 90 Yes W.13.2X4.16 OUTSIDE 60 0.088 13 45 90 Yes W.13.2X4.16 OUTSIDE 81 0.088 13 135 90 Yes W.13.2X4.16 OUTSIDE 155 0.088 13 135 90 Yes W.13.2X4.16 OUTSIDE 184 0:088 13 135 90 Yes W.13.2X4.16 OUTSIDE .80 0.088 13 225 90 Yes W..13.2X4.16 OUTSIDE 86 0.088 13 225 90 Yes W.13.ZX4.16 OUTSIDE 142 0.081 15 225 90 Yes W.15.2X4.16 OUTSIDE 1899 0.025 38 n/a 0 Yes R.38.2X4.24 ATTIC 20 0.330 0 315 90 Yes None SOLID WOOD Length Surface (ft) ------------ ------ HOUSE - Existing 13 S1abEdge 215 Orientation HOUSE - Existing 0.500 1 Window Front (NW) 2 Window Front (NW) .3 Window Front (NW) 4 Window Front (NW) 5 Window Front (NW) 6 Window Front (NW) 7 Window Front (NW) 8 Window Left (NE) PERIMETER LOSSES F2 Insul Solar Factor R-val Gains Location/Comments --------------- ----- ---------------------- 0.760 R-0 No To Outside FENESTRATION SURFACES 7 ----------- Area U- Act (sf) factor SHGC Azm Tilt ----- ----- ----- --- ---- 15.0 0.500 0.650 315 90 15.0 0.500 0.650 315 90 17.5 0.500 0.650 315 90 15.0 0.500 0.650 315 90 15.0 0.500 0.650 315 90 5.0 0.570 0.670 315 90 5.0 0.570 0.670 315 90 15.0 0.500 0.650 45 90 Exterior.Shade Interior Shade Type/SHGC Type/SHGC ---------------------------- Woven./0.3 Standard/0.68 Woven/0.3 Standard/0.68 Standard/0.76 Standard/0.68 Standard/0.76 Standard/0.68 Standard/0-:7.6 Standard/0.68 Standard%0 . lS %andrar;d/0 . 68 Stan'c1'"rd;/0�7�6 Standard/0.68 Standard/'0. 76�[S�Valn-&6 dd 0 . 68 PPROW ,COMPUTER METHOD SUMMARY Page 3 C --2R Project Title ........... ADDITION Date 12/06/01 17 41 32 ----------------------------------------------- MICROPAS6 v6.01 File-BEL469 Wth-CTZ11S92 Program -FORM C -2R User#-MP2308 User -Alvis Heating and Air Run-HOUSE ------------------------------------------------------------------------------- FENESTRATION SURFACES Area U- Act Exterior Shade Orientation (.sf) factor SHGC Azm Tilt Type/SHGC 9 Window Left (NE) 4.5 0.500 0.650. 45 90 Standard/0.76 10 Window. Left (NE) 15.0 0.500 0.650 45 90 Standard/0.76 11 Window Left (NE) 20.0 0.580 0.900 45 90 Standard/0.76 12 Window Back (SE) 15.0 0.500 0.650 135 90 Woven/0.3 13 Window Back (SE) 15.0 6.500 0.650 135 90 Woven/0.3 14 Window Back (SE) 20.0 0.580 0.900 135 90 Woven/0.3 15 Window Back (SE) 15.0 0.500 0.650 135 90 Woven/0.3 16 Window Back (SE) 15.0 0.500 0.650 135 90 Woven/0.3 17 Window Back (SE) 15.0 0.500 0.650 135 90 Woven/0.3 18 Window Back (SE) 15.0 0.500 0.650 135 90 Woven/0.3 19 Wi.ndow Back (SE) 4.5 0.500 0.650 135 90 Standard/0.76 20 Window Right (SW) 6.0 0.500 0.650 225 90 Standard/0.76 21 Window Right (SW) 6.0 0.500 0.650 225 90 Standard/0.76 22 Window Right (SW) 18.0 0.580 0.900 225 90 Woven/0.3 23 Window Right (SW) 15.0 0.370 0.350 225 90 Woven/0.3 24 Window Right (SW) 15.0.0.370 n/a 0.350 225 90 Woven/0.3 Area Surface (sf) HOUSE - Existing 1 Window 15.0 2 Window 15.0 3 Window 17.5 4 Window 15.0 5 Window 15.0 11 Window 20.0 12 Window 15.0 13 Window 15.0 14 Window 20.0 15 Window 15.0 16 Window 15.0 20 Window 6.0 21 Window 6.0 22 Window 18.0 23 Window 15.0 24 Window 15.0 OVERHANGS AND SIDE FINS ----------------------- Interior Shade Type/SHGC ------------ Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 ---Window-- ------Overhang----- ---Left Fin--- ---Right Fin -- Left Rght Wdth Hgth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth Hght ----- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 3.0 5.0 -2.0 0 n/a n/a n/a n/a n/a n/a n/a n/a 3.0 5.0 2.0 0 n/a n/a n/a n/a n/a n/a n/a n/a 5.0 3.5 2.0 0 n/a n/a n/a n/a n/a n/a n/a n/a 3.0 5:0 6.0 0 n/a n/a n/a n/a n/a n/a n/a n/a 3.0 5.0 2.0 0 n/a n/a n/a n/a n/a n/a n/a n/a 3.0 6.67 27.5 0 n/a n/a n/a n/a n/a n/a n/a n/a 3.0 5.0 2.0 0 n/a n/a n/a n/a n/a n/a n/a n/a 3.0 5.0 12.0 0 n/a 'n/a, n/a n/a n/a n/a n/a n/a 3.0 6.67 2.0 0 n/a n/a n/a n/a n/a n/a n/a n/a 3.0 5.0 2.0 0 n/a n/a n/a n/a n/a n/a n/a n/a 3.0 5.0 2.0 0 n/a n/a n/a n/a n/a n/a n/a n/a 2.0 3.0 2.0 0 n/a n/a n/a n/a n/a n/a n/a n/a 2.0 3.0 2.0 0 n/a n/a n/a n/a n/a n/a n/a n/a 3.0 6.67 2.0 0 n/a n/a n/a n/a n/a n/a n/a n/a 3.0 5.0 2.0 0 n/a n/a n/a. n/a n/a n/a n/a n/a 3.0 5.0 2.0 0 n/a n/a n/a n/a n/a n/a n/a n/a 0 dU ITE COL M- _ 1UN G DEPAFJ p%.: - P Ver 'COMPUTER METHOD SUMMARY Page 4 C' -2R Project Title.......... ADDITION Date..1.2/06/01 17:41:32 MICROPAS6 v6.01 File-BEL469 Wth-CTZ11S92 Program -FORM C -2R User#-MP2308 User -Alvis Heating and Air Run-HOUSE ------------------------------------------------------------------------------- SLAB SURFACES ------------- Area Slab Type (sf) HOUSE. Standard Slab 1899 HVAC SYSTEMS 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 Fenestration Shading. REMARKS r cocitl7 f Refrigerant Tested ACCA System Minimum Charge and Duct Duct Duct Manual Duct Type -----------=- Efficiency ----------- Airflow Location ------- R -value Leakage D Eff HOUSE ------=------ ------- --------- -------- ---- Furnace 0.800 AFUE n/a Attic R-4.2 No No 0.737 ACSplit 12.00 SEER No Attic R-4.2 No. No 0.645 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 Fenestration Shading. REMARKS r cocitl7 f Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Residential Construction Requirements IMPORTANT This set of plans and specifications MUST be kept on the job site at all times and it is unlawful to make any changes or alterations on same without written permission from the Building Division, County of Butte. All materials and workmanship shall be in accordance with recognized good practices and of a quality prescribed for the specific use in the 1998 California Building Code (1997 U.B.C.), 1998 California Plumbing Code (1997 U.P.C.), 1998 California Mechanical Code (1997 U.M.C.), and the 1998 California Electrical Code (1996 N.E.C.) The following items are separated into two categories (general and specific). The "general" items are for your reference and are not specifically called out on the plans by the plans examiner. These items MUST be complied with, if applicable, and it is the builder's responsibility to comply. The "specific" items have been keyed to the plans. If an item is inadvertently left out or missed, it does not relieve the builder of any responsibility for code requirements, general or specific. GENERAL REQUIREMENTS • Guest rooms and habitable rooms shall have natural light equal to 10% of the floor area and natural ventilation equal to 5% of the floor area (Sec. 1203, U.B.C.) • Provide required room dimensions and ceiling height. (Sec. 310.6, U.B.C.) • Provide lights, switches, and receptacles for maintenance of mechanical equipment. (Sec.306, U.M.C.) • Approved vent and adequate combustion air for gas water heater and/or furnace. (Ch. 7& Ch. 8, U.M.C.) • Provide minimum one Y -O" exterior door. (Sec. 1003.3.1.3,U.B.C.) • Provide adequate clearance and type A flue for fireplace/woodstove. All stairways to comply with U.B.C. section 1003.3, for rise, nm, headroom, width, landings and handrails. • Hallways to be minimum 36" wide (U.B.C. 1004.3.3.2).. • Underfloor access and ventilation per Sec.2306.3 & 2306.7, U.B.C. • Attic access and ventilation (UBC section 1505). • Provide approved flashing at all exterior openings. • Provide 18" platform for appliances/equipment in garage capable of producing a flame, spark or glow. • Provide protection of appliances in garage from vehicular damage. • Closet lights per N.E.C. Article 410-8. • Provide certificates of conformance for all glu-lam beams. • Provide approved spark arrester at all chimneys/type "A" flues. • Provide ''/2"x 10" anchor bolts @ 6' o.c. max. and within 12" of all joints. Provide 2"x 2"x 3/16" steel plate washer @ each bolt. (Sec. 1806.6, U.B.C.) • Foundations with stemwalls shall be provided with a minimum of one number 4 bar at the top of the wall and one number 4 bar at the bottom of the footing. (Sec. 1806.7.1, U.B.C.) • Slabs -on -ground with turned -down footings shall have a minimum of one number 4 bar at the top and bottom (Section 1806.7.2, U.B.C.) • Guardrails to have minimum 36" high top rail, with intermediate rails spaced that a 4" sphere cannot pass through (Sec. 509, U.B.C.) Page 1 of 2 Owners Name:.��P.lr1 _ Building Permit Number: (7Z -p ( I Plans Examiner: Martha Christy • Veneer per Ch. 14, U.B.C. • Exterior plaster — weep screeds (U.B.C. section 2506.5). • Skylights per Sec. 2409 & 2603.7, U.B.C. • Protect plastic foam insulation per Sec. 2602.4, U.B.C. • Ground fault protection shall be required in all bathrooms, garage, kitchen, wet bar, and exterior receptacles (NEC 210). •' Electrical, mechanical, and plumbing construction (not plan reviewed) shall comply with the current editions of the National Electrical Code, Uniform Mechanical Code and Uniform Plumbing Code. • Minimum water closet clearances of 15" from its center to sidewall and 24" front clearance (U.P.C. 408.6). • Minimum shower compartment size of 1024 sq. in. & 30" circle (U.P.C. 412.7). • Provide plumbing fixtures, water closet clearances and shower sizes per U.P.C. SPECIFIC REQUIREMENTS 1. Provide safety glazing in all hazardous locations (U.B.C. section 2406). 2. Garage firewall separation — required on garage side, including supporting walls and posts (U.B.C. section 302.4 exception #3). 3. Install smoke detector's as per the requirements of U.B.C. section 310.9.1. 4. Special roof covering required, class B minimum. 5. Provide 2 separate exits from the third story (U.B.C. section 1004.2.3.2 exception #4). 6. Every bedroom shall have at least one operable window or door. Windows shall have a minimum net clear openable area of 5.7 square feet. Additionally, the window shall have a minimum net clear openable height of 24" and a minimum net clear openable width of 20". The window sill height shall not be more than 44" above the floor (U.B.C. 310.4). COLOR CODE USED ON PLANS Blue = Engineering Pink = Firewall Green = Braced wall panels Yellow = Important COMPLY WITH ITEMS INDICATED BELOW ❑ Your parcel lies within a designated 100 -year flood plain. Finish floor, electrical, H.V.A.C. equipment and services shall be a minimum of one foot above the elevation shown on the attached Flood Elevation Certificate. A Post Flood Elevation Certificate will also he required Note: We will normally accept the following as compliance with the flood elevation requirements: 1. Building is anchored to concrete stemwall system with conventional anchor bolts. 2. Building plate on top of stemwall to be one foot or more above the 100 -year flood elevation. (Plate height less than 24; above grade, or engineered design required). 3. Electrical, heating, ventilation, plumbing and air conditioning equipment and facilities located above the plate. 4. At least 2 openings in exterior walls, located on opposite or adjacent walls with a total net area of not less than 1 square inch for every square foot of enclosed area. 5.' The bottom of the openings shall be no higher than 1 foot above grade. 6. The openings may be screened or covered with other devices that will permit automatic entry and exit of floodwater. ❑ Fire sprinklers are required in this structure. ❑ This parcel is located within the California Department of Forestry and Fire Protection area. Compliance with the attached CDF fire safe requirements will be necessary. ® All structures and equipment including overhangs shall be clear of all easements. A setback of 2 ' from the side and from the rear property lines and 20 feet (25 feet if Federal Aid Route) from the edge of the right of way shall be clear of structures and equipment except for a 2 foot overhang. ® Expansive soil may be encountered on this site. This condition may require the foundation to be designed by a California registered engineer or licensed architect. Page 2 of 2- Owners Name: Building Permit Number: p2 - 0111 Plans Examiner: Martha Christy MOTES PERMIT NO. RESIDENTIAL 041-680-003. 02=0119 2416 Villa Vista Or.; Oroville Coiiv Garage to Living/SF 11 SPECIAL CONDITIONS 11 • SRA OOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINALED Signature CHECKED BY r RESIDENTIAL 041-680-003. 02=0119 2416 Villa Vista Or.; Oroville Coiiv Garage to Living/SF 11 SPECIAL CONDITIONS 11 • SRA OOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINALED Signature CHECKED BY ./- OK 0 = Not OK - =Not Applicable • = Not Ready ' MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 6. 1. Z6ning Requirements -Setbacks -Easements 7. 2. Soils; Special MH Support Sketch 8. 3. Sewer; Location -Test -Fall -C/O -Concrete 9. 4. Water; Location -Test -Easement Needed (Sketch) 10. 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 11. 6. Gas; Location -Test -Wrap; / /" L'ft. / P Nat. or / /"L"ft./ /'LPG 12. 7. Well Clearance & Discohnect 8. Utility Clearance Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Date FINAL (Plans) OK except #'s Card B-1 Date Card B-1 Date Setbacks -Easements Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy Date 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 13. 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- Enclosure s-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 r Date Card B-1 Date Card B-1 V = OK 0 = Not OK - = Not Applicable = Not Ready FRAMING (Continued) RESIDENTIAL -(%c Date 47. Underfloor (Plans) OK except #'s Date 1. Zoning -Setbacks -Easements -Flood -Slope Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 2. Ftg., Main; Soils-Elec. Grnd.-/ r Ftg. Depth 51. 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ r Ftg. Depth Property Line Firewall & Openings 4. Ftg., Porches & Decks; Soils -Steel-/ r Ftg. Depth 54. 5. Stemwalls, Main; Steel-Blockouts-Wrapped Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 6. Stemwalls, Garage; Steel-Blockouts-Wrapped _ 57. 6a. Hold Downs and Special Anchors Glazing Area -Glass Protection -Skylights -Plastic 7. Slab, Steel -Wrapped Date 8. Piers -Fireplace Ftg.-Steel Date 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test Date 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date FRAMING (Continued) Card B-1 Date Card B-1 Date 47. Card B-1 Date. Card B-1 Date Fireplace Ties or Type A Flue -Fireplace Throat Clearance PLUMBING (Permit) OK except #'s Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 17. Water Htr.; Vent -Access -Combustion Air Baffle 51. 18. Water Pipe; Test & Anchor -Nail Protection Property Line Firewall & Openings 19. D.W.V.; Test Fittings & Anchor -Nail Protection 54. 20. Shower Pan; Test, First Floor -Tub Access Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 21. Test Tub & Shower, Second Floor -Tub Access _ 57. 22. Gas Pipe; Sixe & Anchors Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nailing -Bolts Date Brace Interior/Exterior Wall Panels Card B-1 Date Card B-1 Date 62. Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 23. Fixture & Transformer Clearance -Ins. Protection 24. Elec. Receptacles Spacing -Lights & Switches at Doors 25. Size Boxes & No. of Conductors Stapled 26. Romex Installed Close to Edge of Studs & C.J. 27. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 28. 2 Appliance Circuits in Kitchen & Conductor Size GFI 29. Subieed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or AI 30. Range Circle / / ga Cu or AI.Oven Circ. / / ga Cu or At Insulated Neutral ❑ Yes O No 31. Service -Riser Conductors & Ground Main Disconnect 32. Equip. Clearances Panels-Motors-Mech. Equip. 33. Clothes Closet Light -Shower Light -Spa Light 34. Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 35. A.C. Ducts Insulation & Support 36. Vent Fan, Exhaust above insulation 37. Condensate Drain & Overflow, Size & Grade 38. Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet 39. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 40. Sits Proper Materials & Anchors 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing 'Ingle & Duplex) Date FRAMING (Continued) 46. Hangers -Post Caps-Anchors-Connectots 47. Cling. Joist-Rttr. Ties-Purlin-Roll Brac.-Truss-Shting.-Ring. 48. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer _ 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nailing -Bolts 60. Brace Interior/Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. I of iltration-Walls-Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s E Ceps -Door & Sidelight Protection -Landings Smoke Detector 65� Furnace Vents -clearance -Comb, Air -Connect r - In Garage; Above FI r- u ech. Protection Z6 .. I. & Bath Fixtures & Tub Access -Spa Elec. Trim & Subpanel, Breaker Sizes & Labels irs 7 -Hearth 7 uets at Woo ane , Int. & Ext. 7 dzAir Gap -Cooking Clearance 7e s ece at Kit. Counter -Closure a ag - Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection b., Elec. & Mech. Equip. Listed for Location 7 ac es in arage (F.F.I.)-Romex Protection nsulation-Foam-Looked in Attic 8 ec onstruction-Post Caps 81. Drainage & Wood -Earth Clearance Looked under Floor Q Yes 82. Edgwino Instid /Drive ❑ Yes ] No/Walks J Yes ] No/Planters 0 Yes ] No 83 84. i trical-Plumbing ce-Fireplace-Clearance to Openings 8 }ical, Plumbing Ex r-Elec. Trim, G.F.I. Receptacle -Underground entilation Throughout House ass Protection orrections from Previous Inspections TdQQed7G7SElectric 92 wafP, x RPwP,G'a&ncrfnll-C/O to Grade -HD Approval 93. E4aergy-Qemphsnce Certificate -Other Certificates 94 ddress Date and B-1Date Card B-1 Date Card B-1 n Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: ' COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES .r 411 Main Street • Chico, CA • (530) 891-2751 -- 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, pleasecontact.this office immediately. ,{ > I r �Y.- r+-' • .lam e ti •+i_Jt.� i . r s.' Date "s- �.. REV Inspector COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (530) 538-7541 PERMIT NO. (Rev.12/96 APPLICATION AND PERMIT n a —011`1 ASSESSOR PARCEL NUMBER 041-680-003 ZONING A-5 BUILDING PERMIT OWNER TELEPHONE SO. FT. OCC. BUILDING VALUATION . OWNER'S MAIL[NG ADDRESS 2416 VIUA VISTA, OROVITLE 99965 CONTRACTOR'S NAME O W LV LCACL\ TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAIUNG ADDRESS Total Valuation $ alw) nn ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 7(4 05 BUILDING ADDRESS VTTJA VT, Energy Plan Checking Fee $ 23-00 BUTTE VILLAS SUBDIVISION PERMIT FEE $ LOT NO. SUBDNISIOWS NAME PARCEL MAP PLUMBING PERMIT 1in9 Fige 20.00 Each Trap 7.00 USEOFSTRUCTURE SF 1� Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe work: GARAGE CDNVERSTnN FUOD= Xy 05500 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S I G I W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 Main Service 200, 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.FOWER 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: I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure -for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Main Service 200A TO 1000A 46.00 NEW CONST. DW ING OCCUR SO ADDNS. LL f 3.5Q@7.50 NOR EW CONST. MELLULTI oU�FT. NON•RESID. TLS. APPARATUS 8 SINGLE OUTLET CIR. Ex. OCCu OUTLET OR FDTTURES B'0 O I o FIXED APPLNS. OR 5.00 Ex. Occup. ounErs REslo. EA Temporary Service 23.00 Mobile Home Facilities 20.00 Misc.- Wirina 23.00 PERMIT FEE $ MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ 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 forthwith comply with those provisions. _ �� Date d Signature of Applicant - ❑Own ❑ 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 $ zr, no o U— corer. TYPE VN TOTAL FEE $ 353.45 HAZ. —X I D. FEES IMP O CDF — I PARCEL I PD I HDJ ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated a ove for which fees have been paid. B Date O Z PERMIT EXPIRES ON 113163 I tbw,) Receipt No. -21$ S 4/0 66 WHITE-D.D.S.-B.D. „CANARY -ASSESSOR PINKAWSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES 7 County Center Drive • Oroville, California - BUILDING DIVISION 95965 • Telephone (530) 538-7541 (Rev. 12/96)* / APPLICATION AND PERMIT _ PERMIT NO. C/ A94ESSOA;II �Ep —_�; - 0 0 3 �` BUILDING PERMIT OWNER TueP�oNE o SO. FT. OCC. BUILDING VALUATION 10 0 owNVLs ADDRE9� pWE1iPa OCCUP. a ACC. 8U)S. i° (, O CONTRACTORS NAME T @7.50 CONfRACTOR7 MAIUNO ADORE99 CONSTRUCTION LENDER LENDERS MNUNQ ADOFIE90 Fireplace ARCHITECT ORENOINEEA LICENSE N0. Total Valuation E Filin Fee E 20.00 ARCMAILINGECT OR ENONQQI9 MAILING ADDRESS Permit Fee S O SULMO ADORES9 _ _ Plan Checl Fee S r0 Energy Plan Checking Fee E 4th' v1 Leib SO• s PARCEL MAP 9UaONaCNS NAMEI Li 2 PERMIT FEE' i 5 PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE e`7 )k c— Each Tra 7.00 SF� Duplex O Mobilehome O Other Solar or heat water heater 23.00 DPECFY Water i in 15.00 TYPE OF WORK Each 9 as water heater or 15.00 New O Addition O Remodel ❑ Utilities O Installation O Other i in stem 1 -5 outlets 15.00 Building Buildin sewer 5.00 Describe Work: ' Mobile Home I S G W (920.00 *P FEE PAM SHERIFF OTHER AMOVNT RECEIVED cot $-LILL ILL *REcWr W144M 3 .55 * TO eE PVT Imp ,0MPVM Ex. occup. If OVTLET OR FwriAE9 PERMIT FEE S Ex. Occup.OUTLETS ESI oR ountTs Esso. Ew ELECTRICAL PERMIT Filing Fee 20.00 Main Service Main .Service 22OaO;LESS 200A TO IOOOA 23.00 48.00 NEW CONST, OR ADONs. pWE1iPa OCCUP. a ACC. 8U)S. i° (, NOH•R61D. MULTI -OUTLET @7.50 Ex. occup. If OVTLET OR FwriAE9 200 1.00 9A1 .50 Ex. Occup.OUTLETS ESI oR ountTs Esso. Ew 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S 3 MECHANICAL PERMIT Fling Fee 20.00 Heetn [Cooliling Hood 8.50 PERMIT FEE S Mobile Home Installation Fee S Energy Inspection Fee S �T. ITOTAL FEES �.. I 4A2 -0 7EsI I CC P IO 65UE M This permit is hereby issue under the applicableprovisions v of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date PERMIT EXPIRES ON / mate)(/ le ..a.,y:.a`?'#'�''+SP',??.`,�.w.��n;*.-ti�4`Jti`:�-�+.�.e�.•Cryv.+^.-A�r�""'"s.,..�t,i�:�',k�n;le'�45:W:.'t.�.•�yj•;^�.� . •`-.•.«.�,,:«..., :.,,,d*S:•_. Jt.-` :.. __. �.. . '.. COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: �i ASSESSOR PARCEL NUMBER 1 ` 6 Proposed Building Use: L'j CEJ` " Con Counter Technician: (S*v Date: Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. ❑ 1.. Plot plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Energy compliance design and supporting documentation in duplicate. ❑ 6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or foundation plans, all in duplicate. ❑ T. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The permit will be indexed and returned to the plan review line-up when required items are received. Date Received By ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ ❑ 9. Plot plan and business license approval from the City of Biggs .................................... ❑ 10. Letter of intent for non-residential buildings......................................................... ❑ 11. Detached Accessory Building Form filled out by the owner ..................................... ❑ 12. Hazardous Material Form............................................................................... ❑ 13. Other Rema' ing items needed to issue the permit. (May require additional plan review upon receipt of the following items.) 14. Fees as shown on the attached Schedule of Fees Due Sheet ....................................... 15. Statement of Intent for Non -heated and A/C Buildings ........................................ ... 6. Sanitation and plot plan approval from the Environmental Health Department in () f L 1 . City of Chico Plumbing permit.......................................................................: ❑ 18. California Department of Forestry plan approval ❑ paid. Sent by: ...................... ❑ 19. Planning approval for (A) Use: O3 J< (B)Parking: (C) Parcel Check: I_2o,.�p ❑ 20. Contact Land Development about ❑ Improvements, ❑ Drainage ............................... ❑ 21. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 22. Pre -Inspection for required ................ ❑ 23. Contractor's license information. (Number, Name Style, Classification) ...................... ❑ 24. Worker's Compensation Carrier and Policy Number ..............:.............................. ,❑ 25. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... ❑ 26. Letter of Signature authorization.................................................................... ❑ 27. Recorded copy of Agricultural Acknowledgment Statement .................................... ❑ 28. Manufactured home utility clearance..........................................................."" ❑ 29. xisting violations and/or expired permits......................................................... ❑ 3 ❑ Grant ed, ❑ H. itle/S teme t of Fac s, ❑ tter o L 1 Owner, ❑ Check t H.C.D. $ 31. Other: When issued Telephone and hold for pickup. 0 ?1 D— I have been informed of the above items and requirements for obtaining a building permit. �licant: Date: - U �Z-- 1. Index permit application for the above items numbered: 2. Additional items required Contractor, designer, owner, was advised of the above data by Contractor, designer, owner, was advised of the above data by Plans -reviewed by: Date: Structural reviewed by: Date: Note transfer by: Date: Plan Check Letter ❑ phone, ❑ mail, ❑ counter, by Date: ❑ phone, ❑ mail, ❑ co to , by Date: _ Plans approved by: Date: _Structural approved by: Date: Yellow: Bgilding Division COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 TELEPHONE (916) 538-7541 SCHEDULE OF FEES DUE OWNER A.P. # PROPOSED BUILDING USE 1. BUILDING PERMIT FEESr 00 -- Balance Due ................ $ -- Additional Fees Due ............ • $ -- Additional Fees Due ........... $ -- Revised Plan Checking Fee ....... $ 2. SCHOOL DISTRICT FEES (paid at District Office) 3. SHERIFF FEES (paid at Building Division) Residential ........ x $360.00 = $ Units Commercial (sq.ft.)... x $0.03 = $ Sq.Ft. DATE RECEIPT # DATE REC F 4. URBAN AREA FEES (paid at Building Division) Residential (per unit) . x : = $ _ #Units Amt. Commercial (sq.ft.) .. x =$ Sq. Ft. Amt. 5. RECREATION DISTRICT FEES (paid at District Office)�� - 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) _ 7. SRA FIRE INSPECTIONI AND PLAN CHECK $89.00 (paid at Building Division) 8: WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) _ 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) _ 10. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. APPLICANT DATE Pursuant to Government Code Section 66020, you are hereby notified that items 2,3,4,5,6,8,9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 2/97) ..r.. k�'` c... t �tti r (t, G"ji4t"�`'�• 1 4 w ' ' • COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 TELEPHONE (916) 538-7541 SCHEDULE OF FEES DUE OWNER % A.P. # PROPOSED BUILDING USE DATE ` RECEIPT # DATE REC BUILDING PERMIT FEES 2 + -- Balance Due .................. $ �J -- Additional Fees Due ........... $ -- Additional Fees Due ........... $ - Revised Plan Checking Fee ........ $ 2. SCHOOL DISTRICT FEES (paid at District Office) y 3. SHERIFF FEES (paid at Building Division) Residential ........ x $360.00 = $ Units Commercial (sq.ft.)... x $0.03 = $ Sq.Ft. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit) . x = $ #Units Amt. Commercial "(sq.ft.) .. x =$ 1 Sq. Amt. — P- 5.. RECREATION DISTRICT FEES (paid at District Office) 31 --2— ` 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER At time of permit application, I. was advised the above fees are required to be paid prior -to issuance of the building permit. These fees may be changed during the plan checking process. APPLICANT DATE Pursuant to Government Code Section 66020, you are hereby notified that items 2,3,4,5,6,8,9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The'requirements for a protest are specified in Government Code Section 66020(a). Original -Building Div. 2nd Copy - Applicant 3rd Copy- Owner A (Rev. 2/97) COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION ._ 7 COUNTY CENTER,DRIVE, OROVILLE CA 95965 TELEPHONE (916) 538-7541 SCHEDULE OF RECEIPT OF FEES ti OWNER PROPOSED BUILD\NG USE c /1. BUILDING PERMIT FEES -- Balance Due ................ $ -- Additional Fees Due ........... $ -- Additional Fees Due ........... $ -- Revised Plan Checking Fee ....... $ 2. SCHOOL DISTRICT FEES (paid at District Office) S 3. SHERIFF FEES (paid at Building Division) - Residential ......:. x $360.00 = $ �• Units Commercial (sq.ft.)... x $0.03 = $ Sq. Ft. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit) . x = $ :, #Units Amt. Commercial (sq.ft.) .. x =$ Sq. Ft. Amt. V5. RECREATION DISTRICT FEES (paid at District Office) UUU�-e- 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) A.P: # DATE RECEIPT # DATE REC 10. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the planchecking process. APPLICANT - .,DATE Pursuant to Government Code Section 66020, you are hereby notified that items 2,3,4,5,6,8,9, and 10 above may have been imposed on your s project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest.. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 2/97) "�. }�-n'�•5�'.�ww�^�..y�w, ~"E��(.{��t���+^�y•. �. �rR'*.r��..-.�...t`'.�.{�'�'�+��.:J'i"'''z�+r.'t'-,.. .+..• .rT wh,,' t' � �`'I�'ryj1 BUTTE COUNTY PARK FACILITY FEE PAYMENT CERTIFICATION FORM DURHAM RECREATION AND PARK DISTRICT Assessor Parcel Number (s): Property Owner (s): 140 Project Location/Address: 9 T ! � U i l l o. V / ST-&. br, U� Subdivison Name: Assessable Square Footage:�� Type of Residential Development (check one): New Development j Afteration/Addition ❑ Mobile Home (s)❑ Non -Residential to Residential' Comments: Building Division Repr s ntative Date Durham Recreation and Park District (DRPD) certifies that Applicant Name Applicant Phone Number .Z (�g. V t4_5—_ VIsrsa �2 Street Address 6U Trc-- V14 L -4_45,_ L/ GA City State Zip Code - has complied with the requirements of the Butte County Board of Supervisors Resolution No. 93 - 114 by payment for (q square feet at $ 1.04 per square,foot for a total payment of $ y DAPD Representative PAID BY CHECK No.: BANK No.: PAID BY CASH.'- RECEIPT ASH: RECEIPT No.: /t / /31 M2 Date Remarks: 'Z 0 -" DISTRIBUTI NO : WHITE - APPLICANT PINK -DRPD YELLOW- BUTTE CO. BUILDING DIVISION BUTTE.COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) School District Building Department No. A.P. Number 6 q Jurisdiction: City County Property Owner 60) t)-� Property Location/Address Subdivision Lot No. Residential Development tommercial/lhdUstrial F-1 New Addition ir-ioor rians reviewea oy zocnooi uisinci rersonnei) District Identification No. 7 F�6ia,ge (Gfoup R) Sq. Footage (including Exterior Roofed Areas) Date School District certifies that (Applicant) 1/, V I s r -A (Street Address) (Phone Nurbber) 09oudle- 0W. (City� (State) (Zip Code) has complied with the requirements of Resolution No. by payment of $ representing' �,41j�p 9 square feet. AB 2926 11FULL MITIGATION School District Rel�resentative Date Paid by Check # AJ14 Remarks: Notice: You may protest the imposition of the fees identi�le d above by submitting a written protest to the District, in compliance with Government Code Section 660201a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signirig this -Butte County Schools Impact Fee Certification Form, the School District is ;otified by'the applicable Local Planning Agency that this project is being reviewed under the California Environmental, Quality Act ICEQA), this project may he subiect to additional sch ol fees to fully mitigate its impact on the school district's schools. White Japplicant), Yellow (building department), Pink (school district) feeform.x1s (10/98)dmm ................................................................................................................... Sq No of Living Mobile Home Addition/ *Supplemental to Units Installation Conversion Permit # ................................................................................................................... *(No foundation inspection): F-1 New Addition ir-ioor rians reviewea oy zocnooi uisinci rersonnei) District Identification No. 7 F�6ia,ge (Gfoup R) Sq. Footage (including Exterior Roofed Areas) Date School District certifies that (Applicant) 1/, V I s r -A (Street Address) (Phone Nurbber) 09oudle- 0W. (City� (State) (Zip Code) has complied with the requirements of Resolution No. by payment of $ representing' �,41j�p 9 square feet. AB 2926 11FULL MITIGATION School District Rel�resentative Date Paid by Check # AJ14 Remarks: Notice: You may protest the imposition of the fees identi�le d above by submitting a written protest to the District, in compliance with Government Code Section 660201a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signirig this -Butte County Schools Impact Fee Certification Form, the School District is ;otified by'the applicable Local Planning Agency that this project is being reviewed under the California Environmental, Quality Act ICEQA), this project may he subiect to additional sch ol fees to fully mitigate its impact on the school district's schools. White Japplicant), Yellow (building department), Pink (school district) feeform.x1s (10/98)dmm BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) School District a Building Department No. A.P. Number V y l— to(tQ •-00-3 Jurisdiction: � City County Property Owner Property Location/Addressix 1CIY�L C' Subdivision Lot No. Residential Development .................................................................................................................... No of Living Mobile Home Addition/ 'Supplemental to Units Installation Conversion Permit # '(No foundation inspection): €................................................................................................................... Commercial/Industrial New Addition District Identification No. rians reviewea ov acnooi uistnct rersonneil 1,163 Sq. Footage (Grou/p� ) a ' Sq. Footage Date U IQ�U Jy r F1 8-D School District cen5fies that 6E'lkeY) (Applicant) (Street Address) (Phone Number) D,,�outlle (City) has complied with the requirements of Resolution No. representing 4419 square feet. (Including Exterior Roofed Areas) CA_ 9 sz� (, 5-- (State) _(State) (Zip Code) L0 D ' by payment of $ AB 2926 $ FULL MITIGATION $ School District Representative Date Paid by Check # 1V1,4 Remarks: (J j�(D —>e .rz S9. ���—S wfi 1 i 4�0 Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 660201a), within 90 days' from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition'of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act ICEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.xls (10/98)dmm 041-680-003' y. 03-0051 �BELBEN, KIRK 2416 VILLA VISTA DR., OROVILLE ELECTRIC FOR GENERATOR BACK-UP COUNTY OF,BUTTE - DEPARTMENT OF DEVELOPMENT -SERVICES - BUILDING DIVISION ' 7 County Center Drive - Oroville, California 95965 •-Telephone (530) 538-7541 PERMIT•NO. (Rev.12/g6) APPLICATION AND PERMIT ASSnES'S�OR,PARCELNUMBER 04 ZONING BUILDINGPERMIT OwMlben' Kirk 0�lp-o"E60@9 SO. FT. OCC. BUILDING VALUATION . OWNERS MAIUNG ADDRESS 2416 M61 I A V' at i_ire or 11QSQ9 _ CONTRACTOR'S NAME owner TELEPHONE CONTRACTORS MAIUNG ADDRESS CONSTRUCTION LENDER , Fireplace LENDER'S MAIUNG ADDRESS Total Valuation $ ARCHITECT OR ENGINEER UCENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDINGADDRESS 24.16 Villa Vista Drive Oroville CA 95965 Energy Plan Checking Fee $ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF a Duplex ❑ . Mobilehome ❑ Other SPECIFY_ Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ UBlities IR Installation ❑ Other ❑ # I Describe Work: electrical for generator back-up j Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W 920.00 PERMIT FEE $ i ELECTRICAL PERMIT Fling Fee 20.00 Main Service 20.AOR.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.OWER License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License La for the following reason: I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. , Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION reireby affirm under penalty of perjury one of the following declarations: 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: ` Carrier t 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 tol 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. /1/�' e / /�'- Q,_ �Sidn�atur'6 of Applicant - 0 Owner/ 1 oTlfactor Agent An OSHA permit is required for excavations over 60" deep and demolition or construction- of structures over 3 stories in height.' Main Service 200A To +conA 46.00 NEW CONST. DWELUNG OCCUP. SO OR ADDNS. ( DW:.UNG BLOS. 3.50Fr; NON R6 DTNEW CONS MULTI -OUTLET @7,50 APPARATUS IPSINGLE 011rLET CIR. .00 EX. Occup. OUTLET OR FIXTURES BAL @ I.so Ex. Occup. ourEiFTS Aa D.oE 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 1 23.00 2 3.00 I .. PERMIT FEE $ MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ ' Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 43.00 HAZ. I D. FEES IMP I FLOOD CDF pggCEL PD HD SSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. j By.. ----- 4,M eluate / PERMIT EXPIRES ON � CS �e Receipt No. S. 9 �i..a a5/ • Ulf WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 041-680-003 ZONING BUILDING PERMIT GW9&lbens Kirk zELEPHONE 1591-560 SO. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS 9141A Villa Vista Dr_iNze 0�=rillp CA- 95965 CONTRACTOR'S NAME owner TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDINGADDRESS 2416 Villa Vista Drive Oroville CA 95965 Energy Plan Checking Fee $ $ PERMIT FEE $ LAT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF Ck Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities [A Installation ❑ Other ❑ Describe Work: electrical for ,g-enerator back-up Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W @20.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 Main Service 2o0A 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 La or the following reason: 1, 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 TO IOooA 46.00 NEW CONST. DWELLING OCCUP. YT- OR ADONS. a ACC. BLOS. SO 3.50FT. NON-RNONONSTMULTI.OLmET CIRCUITS @7,50 POWER APPARATUS a SINGLE OUTLET CIR. Ex. OCCU OUTLET OR FDRURES BA20 L @ I'50 Ex. Occup. DFIJTIEEDT^ p=D°E 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 1 23.00 23.00 PERMIT FEE $ WORKERS' COMPENSATION DECLARATION rI reby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Policy Number (rhe 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 forthwith comply with those provisions. 00',�� � X e % 6�3 nature of Applicant - Ow��erac:0 Agent An OSHA permit is required for ex5'0" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ 43.00 HAZ. I D. FEES IMP I FLOOD CDF PARCEL p0 HD ISSUE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have 14 PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. ate / ate _ D to Receipt No. 2. 57,X U WHITE-D.D.S.-B.D. CANARY -ASS SO PINK -INSPECTOR GOLDENROD -APPLICANT O.B.- I OWNER -BUILDER VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. personally plan to provide the major labor and materials for construction of the proposed roperty improvement: YES NO ❑ HAVFX HAVE NOT ❑ signed an application for a building permit for the proposed work. I have contracted with the following person (firm) to provide the proposed construction: NAME: KENN: CITY: — PHONE: CONTRACTOR'S LICENS 4. I plan to provide po ' ns of this work, but I have e3�the following person to coordinate, supervise, and provide the or work. NAME: ADDRESS: CITY: PHONE: CONTRACTOR' ENSE NO. 5. I will provide some the work but I have contracted (hired) oflowing persons to provide the work indic NAME ADDRESS PHONE T OF WORK SIGNED: PROPERTYOWNER: SOCIAL SECURITY NUMBER: DAT NOTE. This Owner -Builder Verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit OVER OWNER -BUILDER INFORMATION Dear Property Owner: O.B.-1 L An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified." �` R For your protection, you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible, liability. if that person applies for.the proper permit in his or her name. 'Contractors are required by.law.to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your,own work; with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: ♦ If you employ or otherwise_ engage any persons other than your immediate family, and the work (including materials and other costs) is '$300 or more for the entire project, and such persons are not licensed as contractors or subcontractors,,then you maybe an employer. ♦ If you are an employer, you must register with the State and Federal Governments as an employer and you are s" subject to several obligations including`state and federal income tax withholding, federal''social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. ♦ There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to worker's compensation insurance. ♦ For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, i if you wish, the U.S. Small Business Administration). For more specific information about your obligations under, State Law, contact the Department,of Benefit Payments and the Division of Industrial Accidents. If the structure is intended•for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, ,without a licensed contractor or -subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "owner builder" building permit, erroneously implying that the'property, owner is providing his or her own labor and material personally. Building permits are not required to be signed by"property owners unless they are performing their own work personally. - Information about licensed contractors may be obtained by contracting the Contractors State License Board in your', community or at 1020 N Street,•Sacramento, CA. 9581.4. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. t , rely, Mic el C. Vi ira, C.B.O. Man ger, Building Inspection NOTE: Thu Own er-Builderinforfnation is required by Section 19830 of the California Health and Safety Code. i C� r 31 �i ` NOTES ,. Svc N dd e, V; Igo L -g < A,,. o w.p CQr d' ��' It RESIDENTIAL 61—,6 ( � 041-680-063 01-0183 BELBEN, KIRK I c9L+l(@ VILLA VISTA DR., OROVILLE ` ,CONTR: ORSILLO CONSTRUCTION ANEW SINGLE FAMILY WATT GARAGE SPECIAL CONDITIONS AZSRA LOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER CHECKED 'BY t OFFICE COPY Address �� ELECTRIC Meter By Dat U 6- D_ f J r JOB FINALED (Date) ` d Signature d = OK , 0 = Not OK - = Not Applicable MOBILE HOMES = Not Peady Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete MISCELLANEOUS Date 4. Water; Location -Test -Easement Needed (Sketch) 1. 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 2. 6. Gas; Location -Test -Wrap;-/ /" L'ft. / /'Nat. or/ /"L"ft./ PLPG 3. 7. Well Clearance 8 Disconnect 4. 8. Utility Clearance 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors Date Electric Card B-1 Date Card B-1 Date Frmg.; Sills-Anchors-Studs-Rftrs-Trusses - 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 Date 5. Drain; MH Test -Fall -Flex Connector Date 6. Water; MH Test -Regulator -Connector Date 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy 12. Permanent Foundation Only; License Decal 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed Date 7. Card B-1 Date Card B-1 Date 8. Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Bea ms- Rftrs.-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 J = OK 0 = Not OK - = Not Applicable RESIDENTIAL (Single & Duplex) = Not Ready Date Z Underfloor (Plans) OK except #'s I. Svmnq- Setbacks- Ease ments-Flood-Slope &Z.,PTO., Main; Soils Elea Grnd.- ; Y/" Ftg. Depth Ftg., Garage; Soils-Steel-Elec. Grnd.-/ P' Fig. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ P' Ftg. Depth 5. Stemwalls, Main; Steel -Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hol owns and Special Anchors J7 ab, Steel -Wrapped ,8. Pireplace Ftg.-Steel D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date Z Card B-1 u�—i� Date Card B-1 DateU Card B-1 Date Card B-1 Date_PLUMBING (Permit) OK except #'s Water Ht r.; Vent -Access -Combustion Air Baffle Water Pipe; Test & Anchor -Nail Protection 1 V.; Test Fittings & Anchor -Nail Protection SDpwer an; Test, First Floor -Tub Access Te Tub & Shower, Second Floor -Tub Access Gas Pipe; Sixe & Anchors Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date RICAL (Permit) OK except #'s F & Transformer Clearance -Ins. Protection Elec. Receptacles Soacino-Lights & Switches at Doors `�Size Boxes & No. of Conductors Stapled (les r+omex Installed Close to Edge of Studs & C.J. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 2 Appliance Circuits in Kitchen & Conductor Size GFI 2 . , eed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or AI 30. Range Circle/ / ga Cu or AI -Oven Circ. / / ga Cu or At / In aced Neutral ❑ Yes O No S ce-Riser Conductors & Ground Main Disconnect g�quip. Clearances Panels-Motors-Mech. Equip. hes Closet Light -Shower Light -Spa Light Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ME ANICAL (Permit) OK except #'s A. . u s Insulation & Support Date Verb, Exhaust above insulation Date o nsate Drain & Overflow, Size & Grade Date F ace -Vent Access -Comb. Air -Return Air Vent 115 outlet Comments at Final: Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date =gAMING (Permit) OK except #'s S' roper Materials & Anchors Is Studs -Nailing Spacing & Braces -Plates -Sound Bearing Walls over Girders & Floor Nailing 3. 4aStop in Walls (rat proof) ire Stops, Furred Ceilings -Stairs -Chasers -Tubs Headers & Beams -Size & Bearinq Date FRAMING (Continued) Hangare--Post Caps -Anchors -Connectors rjil Cfin ist-Rftr. Ties-Purlin-Roff Brac.-Truss-Shting.-Ring. (41"Fireplace Ties or Type A Flue -Fireplace Throat Clearance access; Size & Romex Protection -Draft Stop -Ins. Baffles Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions -Garage Fire Protection Framing --� roperty Line Firewall & Openings 479. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection P od on Roof Overhang -Attic Vents -Ratter Outriggers AOCSiding-Nailing Veneer Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access ing Area -Glass Protection -Skylights -Plastic da9!5fear Walls; Nailing -Bolts 60. Brace Interior/Exterior Wall Panels 6' nsulatio - all - mgs 62. Infiltration- alts -Windows Date �.� / �� Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date INAL (Plans) OK except #'s Ext. S eps-Door & Sidelight Protection -Landings moke Detector 6 urnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection edroom Exiting F.I. & Bath Fixtures & Tub Access -Spa 6 ec. 1_rlm & Subpanel, Breaker Sizes & Labels Lairs Rails re I tove, Clearance -Hearth Elec. ets at Wood Panel, Int. & Ext. t. Fi Appliance; Ground -Air Gap -Cooking Clearance Elec. O tlets & Receptacles at Kit. Counter Garage Door; Swing -Landing -Closure Garage -Damper tr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection & Mech. Equip. Listed for Location Elec. Rec acles in Garage (F.F.I.)-Romex Protection 7 ulatio - oam-Looked in Attic uar s &•Deck Construction -Post Caps dn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor O Yes . ollowtkQ.lnstld./Drive J Yes J No/Walks J Yes J No/Planters J Yes J No C. U Disconnect, Electrical -Plumbing en bove Roof, Plbg-Appliance-Fireplace-Clearance to Openings Wall, Disconnect, Electrical, Plumbing House 991Corrections fro r vi s sect' s 91 as T ers agge , Gas -EI ctric ater ewer Connected -C/O to Grade -HD Approval ergy Compliance Certificate -Other Certificates T4_�d,ess 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: ..."�i✓'i�.a�y.:t�v<'-�:+F�. {�� :t1`•_T .z ;,, s.._:.+.�_.0 'iiti-i."!'v.-Y-',4'"^ t a1 ' t COUNTY OF BUTTE BUILDING DIVISION I DEPARTMENT OF DEVELOPMENT SERVICES . . 411 Main, Street - Chico, CA - (530) 891-2751 7 County Center Drive e Oroville, CA - (530) 538-7541 �r - r Y CORRECTION NOTICE �.. 2/J CS/� O/ydC ' 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. f you have any questions pertaining to this matter, or need additional explanation, _-` please ydact this office immediately. w 4-1 f l elm roc a r xo C. A F� Date /2-/ Ins �D / � Inspector ''j:' REV 10/92 4�-'6d l/ - 1 G_ O I/L C►tC__ CG, Zi COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE 0/ 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. SKf rY Date Inspector REV 10/92 - COUNTY OF BUTTE BUILDING DIVISION _ - ,_ DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 F. 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE OeAe,-, 'LL _ OWNER PERMIT NO. _ - A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. t 7V o � PJ9 Lo SO � • �. S c� /tel tot n x Dat / 6 Inspector`1 REV 10 92 g.; COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please c ntact this office immediately. , Date ` REV z t Inspector I Butte County Building Department 7 County Center Drive Oroville, CA 95965 0 Robert C. Brooks, RCE 15,140 3778'Hildale Avenue Oroville, CA 95966 April 3, 2001 Re: Soil bearing capacity/expansion for Building Permits No. 01-0183 and No. 01-0184, 2416 Villa Vista Drive, Oroville; Kirk Belden, owner; Steve Orsillo Construction Contractor. Dear Sirs: On April 2 I examined the soil uncovered for construction of concrete footings under the above permits. Approximately 4 feet of topsoil, a clayey, silty loam, had been removed at the site. The soil exposed is a brown, Munsell 7.5YR 5/3, hard silty loam, not plastic. Very low organic matter content, with few, less than 5%, pebbles to 3/4". Soil expansion is not significant. A conservative estimate of bearing capacity is 1500 lbs/sq.ft. A trench dug by backhoe for soil profile adjacent did not encounter groundwater. at 8' depth. If any more information is needed, please let me know.-' cc: Steve Orsillo Construction Co. Very truly yours, f LOERKE INSULATION CO., INC. 0 16 Villa Vista Dr DESCRIPTION OF INSTALLATION 1. ROOF Material Thickness (inches) 2. CEILING Batt or Blanket Type Fiberglass Batts Thickness (inchesl 12.25 gWSULATION CERTIFICATE Butte Valley City Brand Name Thermal Resistance (R -Value) Brand Name Johns Manville Thermal Resistance (R -Value) R-38 Loose Fill Type Fiberglass Brand Name Johns Manville Contractor/s min. installed weight/ft sq. 0.659 ib. Minimum Thickness 16.25 inches. Manufacturer's installed weight per square foot to achieve Thermal Resistance (R Value) R-38 3. EXTERIOR WALL Material Fiberglass Batts Thickness (inches) 3.5 4. RAISED FLOOR Material Fiberglass Batts Thickness (inches) 5. SLAB FLOOR / PERIMETER Material Thickness Perimeter Insulation Depth (inches) 6. FOUNDATION WALL Material Thickness (inches) DECLARATION Brand Name Johns Manville Thermal Resistance (R -Value) R-13 Brand Name Johns Manville Thermal Resistance (R -Value) Brand Name Thermal Resistance (R -Value) Brand Name Thermal Resistance (R -Value) I hereby certify that the above insulation was installed in the building at the above location in conformance with the current Energy Efficienc Standards for residential buildings (Title 24,Part 6, California Code of Regulations) as indicated on the Certificate of compliance, where applicable. C.L.#499150 U)(iLOERKE INSULATION CO., INC. Item #s Signature, Date n' Installing Subcontractor (Co. Name) Or General Contractor (Co. Name) Or Owner Item #s ISignature, Date Item #s Signature, Date nstalling Subcontractor _ (Co. )ame) Or General Contractor Co. Name Or owner Installing Subcontractor (Co. m ae)Or General Contractor Co. Name)Or Owner ars... q r � ;cif, ,• i i jf° � .. .j.v .., �, ., •"�`;t 1�,r{t fX.Z t , f ': is � .. . S .. � _ •.a:�s.3 �ii Ct;l � 1✓ ,, '.r�^;.+{, � a •„Jj.,„"fir � ,�4,.,�Sf{'. Ii74COLhITY OF BUTTE - DEP&MENT OF DEVELOPMENT SERVICE,*UILDING DIVISION 7 County Center Drive Oroville, Calotornia •95965 • Telephone (530) 538-7541 ERMIT NO (Rev. 1 2/96)APPLICATION AND PERMIT _ o �- ASSESSOR PARCEL NUMBER 4 ZONING BUILDING PERMIT OWNER ::IRC BELBEN TELEPHONE SO. FT. OCC. BUILDING VALUATION (� 1430 [7,. 2H(J .OWNERS MAILING ADDRESS , 696 NN PARZISE, CA 95969 CONTRACTOR'S NAME BILL FOX TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 5E00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS 241-6 VILLA VISTA DR., 9ROVILT E Energy Plan Checking Fee $ ' -- $ PERMIT FEE $ 109.110 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SFX; Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 1 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other Describe work: FI'RE SPRINKLERS FOR BE4,01-0183 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home 19 1 G w @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service zoOA OR LESS 23.00 /vy Aon LASED CONTRACTOR'S DECLARATION I hereby affirm undo penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.POWER License Class -+,[A� Lic. No. �06�3Cn� 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 sooA To ,000a 46.00 NEW CONST. DWEWNG OCCUP. OR ADDNS. a ACC. BLD S. s0 3.5QFr: p�O"�.palp MULTI0UTLET @7,50 APPARATUS 8 SINGLE OURET CIR. EX. OCCU ouTLET OR FUTURES BA0 Q ,. 0 Ex. Occup. OFIx as D OEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 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. f� I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier 5Z312 r�,=�Alz> MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Policy Number Z 7.2 UN Z 3 (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. AA XDate p/ Signature of Ap i n - ❑.Owner AContractor ❑ AgeeK An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ HAz. D. FEES IMP FLOOD CDF pgRCEI Pp HD ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indica ove for which fees have been paid. BA A Date PERMIT EXPIRES ON T -p e rReceiptNo. 314534 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT 19 I � A',+_r ��.�}' - 1 L.,,r s •'��.C�7 u�N' �'Y Y^ `.�i {�.. jff.,�v4YFr"',�f .'i:.�ij7F''1rY'�..!;✓ ._ CONTY%Q•F BUTTE - DEPARTMENT OF DE;V,EEOPMENT SERVICES - BUILDING DIVISION -... 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PERMIT APPLICATION DATA SHEET OWNER: l► AJ ASSESSOR PARCEL NUMBER: D 4l - lY/n O(QVA'S D0 3 Proposed Building Use: I uilding Inspector: /, Date: /-, 2 - 49 At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: Date Received By 111. All iiems have been submitted -------------------------------------------------------------------------------- 02. Plot plans, 3/4 sets, signed by the preparer of plans. -------------------------------------=---------------- 03. --------------- ❑3. Complete plans, 3/4 sets, signed by the preparer of plans. ------------------------------------------------ •Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -- ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes!----------- 116. ---------- ❑6. Energy Design Compliance and supporting documentation. --------------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. -------------------------------------------------- 118. ------------------------------------------------- ❑8. Hazardous Material Form. ----------------------------------------------------------------------------------- 9. Manufactured Home data and installation instructions including Tie Down Specifications.----------- OV1. Fees of $ , W ------------------------------------------------------------------------------ ❑ 11. Impact fees as shown on the attached schedule.---------------------------------------------------------- ❑ 12. California Department of Forestry plan approval/fees. -------------------------------------------------- 1113. ------------------------------------------------- ❑13. Flood elevation certificate. --------------------------------------------------------------------------------- ❑ 14. Sanitation and plot plan approval Health -Department. ------------------------------------ t ❑ 15. City of Chico plumbing permit. ---------------------------------------------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs. -------------------------------------- ❑ 17. Planning, approval for (A) Use: (B) Parking: -------------- ---- El 18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. --=------ =------- ❑ 19. Encroachment Permit for driveway (construction approval prior to occupancy). --------------------- - . ❑20. Pre -inspection for required Request to Building Inspector on 1i21. Contractor's license information. (Number, Name Style, Classification). ----------------------------- 922. Workers' -Compensation carrier and policy number. ----------------------------------------------------------- El 23 ----------------------------------------------------------❑231 Owner -Builder Verification (Given to owner ❑, Mailed to owner 0) - -------------------------=------------ Q24. Letter of signature authorization. --------------------------------------------------------------------------------- ❑ 25. Recorded copy of Agricultural Acknowledgment Statement. -------------- ===-------------------------------- ❑ 26. Letter of intent on building iise.------------------- ---.-----------------------------------------------------------= ❑ 27. Manufactured Home utility clearance. --------------- ==- `------------------------------------------------------- ❑28. Existing violations and/or expired permits.-------=--------------------------------------------------------- ❑ . 0433 Aj ❑Grant sedj ❑ M®.H itle ❑ Check to H.C.D $------------ -- ray-------- 4 -----eyou issue erttu , rocess as follows ❑Mail to owner, ❑M ' contractor. ❑Telephone F��'�DL and hold for pickup at !/�� office. ❑ Deliver with inspector. Applicant: Date: Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Departmenj,�,A:ir Pallu ion Date: By: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Qfie-c�\ Date: By: (Date) 7k- .2V -d 1. Index permi application for the above items numbered: ❑ Plan Check List 2. Additional items required: Contractor, designer, owner, was advised of the above required data by ❑ phon , ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, 0 mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone; 'o'mail, ❑ Buildin •vision counter, by Date: "A, Plans reviewed by: Date: Plans.approved by: Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder.,Note'tr_aiisfer by: Date: Yellow Copy - Department of Development Services, Building Division.'':', COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION i =7 County Center Drive • Oroville° California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT �/"�/�� .,a ASSEStORPARMNUI!!A /j �TZON►a BUILDING PERMIT SO. FT. OCC. BUILDING VALUATION REV OWNEA7 IWJNO ADORli9 % !/W'✓Fil�/ id// � /[dGl/�`� / �/ !!/ ` !/(L���r/civ i CONTRACTORI wwe 7 FT ° CONnucTORs WWIq ADDRESa CONSTRUCTIONI MMER u:NOER,s MMu+o ADOADS Fire lace Total Valuation >6 ARCWMCTOREMNEER UCIENGFNo. Filina Fee S 20.00 AAC,WMCT OR ow.+EER'S MWNo ADORETa Permit Fee Plan Chocking Fee $ guLD94ADDRESS //(� v/ ��1� 04) 6/ Energy Plan Checking Fee E S PERMIT FEE _ LDTNo sL1ernvISLDNaNA►� PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Tre 7.00 USEOFSTRUCTURE Solar or hent pump water heater 23.00 SF ❑ Duplex O Mobilehome O Other Water piping 15.00 sPECry Each gas water heater or vent 15.00 TYPE OF WORK Gas piping system 1 - 5 outlets 15.00 New ❑ Addition ❑ Remodel ❑ UtilitiC3 Installation O Other ❑ Buildingsewer 15.00 �s iee �� Mobile Home I S I G I W Q20.00 Describe Work: c�/�/���� PERMIT FEE _ ELECTRICAL PERMIT Filling Feel 20.00 Main Service = oR Lss 23.00 Main Service 200A TO L000A 46.00 CONST. owEus+o occuP. OR AODNS. y ACC. BLD.. 3.SCsso ' NOKR0 s MUITFOUrIEr 7.50 _ POWER APPARATUS 6 SINGLE OUn.0 CIR. Ex. OCCU . OVTM OR FWURES SAL ®L.50 Ex. Occup. ovnE�s FSN1.°FRA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 FEE _ /PERMIT � MECHANICAL PERMIT Fling Fee 20.00 *PERMIT FEE PAID $ � � ! Heating SRA $ Cooling SHERIFF $ Hood 6.50 Ventilation OTHER $ $t PERMIT FEI: $ Mobile Home Installation Fee is Energy Inspection Fee is occ CONST. TYPE TAL FEES AMOUNT RECEIVED %lid° l KA2. 3.UES IUK I IFCOF :8ftpPO ND ISSUE This permit Is hereby saved under the ap cabie provisions of the Butte County Code and/or Resolutions to do work *RECEIPT 3/ �%�i Indicated above for which tees have been paid. NUMBER * TO BE PUT INTO COMPUTER By Date PERMIT EXPIRES ON tDA n Oid m I A I X, J, I I'A 'LIT r/4-1 I WiTED Cts: �:LLARVM',Kr 108J K-8 ii oun Oid m I A I X, J, I I'A 'LIT r/4-1 I WiTED Cts: �:LLARVM',Kr 108J K-8 ii Q�l 111111M RIK UJI . . . . . . . . . . . . . . ANJVN ;SEC K E 0 Zvi 9 4.1 R, F - R5 0 F Mw i Q�l 111111M RIK UJI . . . . . . . . . . . . . . ANJVN ;SEC K E 0 Zvi 9 4.1 R, F - R5 0 F � .rt r 1--- _- ----- _ _ _ r��� T �5 a� __ _.. -- ___�._- ----_9 �.�:, V� �.�� -•-_� � u_ ..�. --� _-��: .{; t_ r^ y . �. �tl.... :..3 R"�� .G '� ,, 1e" r,,,. ..:... . ..��' � .i. .�, �,': ,��� i r��� T �5 a� __ _.. -- ___�._- ----_9 _ _ J _ _ __ V� �.�� -•-_� � u_ ..�. --� r^ �i'Y� ( I B _ Uf - -- ------- cs lZ s tPIA I rill, X4 Y,4 Li FX -i Co) A n 'j- \J,�� �__ , n�i "ILA c9e) M-11MMUMNSON i MI&I'llf, C MRAWN 0 CHECKED DATE 1-3 C A LE 4W Ral F a ILL E. -r C MRAWN 0 CHECKED DATE 1-3 C A LE 4W El H F ET CA. a MRAWN CHECKED DATE 1-3 C A LE El H F ET F a ILL E. -r