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HomeMy WebLinkAbout030-510-003COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES BUILDING DIVISION . NOTICE Post this job card In a safe conspicuous place. Do not remove until'all required inspections are made and building is approved for occupancy. Plans must be available on the job site. -030-510-003— PERMIT#98-1402 C RUNGE, Ted " - - Oro-7Ddrn Blv-d.-, West—,Oroville C Cont: -Harold. Balaz Mobilehorne Utilities PERMITTEE MUST CALL FOR INSPECTIONS Footings Piers Underground Conduit Pre-Gunite unaemoor riurnDing Underfloor Electrical Underfloor Mechanical Underfloor Framing Slab KOugn viurnDing Rough Electrical Rough Mechanical Framing Shower Pan S Insulation �irepiace moung Fireplace Throat Fi ''I Jrep.ace.UntiI:Ab .......... S ...... . pyq: ..... 19P.P.R"'. ....... ........ ............ .. ch and Brown tiewer tiervice Water Service Pool Final Plumbing Final Electrical Final Mechanical Final BuildinQ or M.H. Final DO NOT OCCUPY UNTIL ALL THE ABOVE IS SIGNED AND THE BUILDING OR MOBILE HOME IS APPROVED FOR OCCUPANCY . P ......... .......... r: ............. Oroville 7 County Center Dr. 538-7541 538-7636 Chico 1469 Humboldt Rd. 891-2751 1 891-2834 Revised 7/94 TRUSS FRAMING NOTES 1 USE 1 SIMPSON H1 TRUSS @ BEARING U .N.O. 2 BLOCK BETWEEN EVERY OTHER TRUSS W/ 16D. TOE -NAILED BLOCKING TO TOP PLATE @ 6" O.C. 3) CONNECT GABLED TRUSS TO TOP PLATE W/ SIMPSON A35 @ 24" OC. Y ONE SIDE, W/ 8D 6/12. U.N.O. W/ 7/16 PL 0 GABLED TRUSS , SHEATH G Gv ROOF SHEATHING. 19E PLY 40 APA UNBLOCKED,, KED , w/ 1 Od @ 6/12 32 20 ll 34 i, .-�- r - TRU CIJ AL.LEG E I INDICATES STEP 1N ELEVATION L_ r INDICATES SIMPSON THA29 INDICATES ROOF VALLEY INDICATES ROOF RIDGE. D_1 INDICATES SPAN DIRECTIONTION OF 19/32" OSB ROOF DECK ,d 0D 12 o. c. FIELD o.c. EDGE NAIL AND 1 C� Uv/ 1 QD 6 @ NAIL U.N.O. TRUSS FRAMING NOTES 1 USE 1 SIMPSON H1 TRUSS @ BEARING U .N.O. 2 BLOCK BETWEEN EVERY OTHER TRUSS W/ 16D. TOE -NAILED BLOCKING TO TOP PLATE @ 6" O.C. 3) CONNECT GABLED TRUSS TO TOP PLATE W/ SIMPSON A35 @ 24" OC. Y ONE SIDE, W/ 8D 6/12. U.N.O. W/ 7/16 PL 0 GABLED TRUSS , SHEATH G Gv ROOF SHEATHING. 19E PLY 40 APA UNBLOCKED,, KED , w/ 1 Od @ 6/12 32 20 ll 34 i, .-�- E1 ,T _- " Q d l N Y i _ c4 0 w Engineer's seal and signature n this rawrn indicates 1 J o0that the structural items have been reviewed by _co� 0S ti N Structural Engineering for generalconformance with the d ry design intent, current code com h.ance, an common N E1 m 'constructionpractice. Brbstrbm Structural Engineering is J C660 1 X not responsible for coordination with other onions of theeUj NORTH , EXP. 613010 6 El pnscurYof amensions ' pre -manufactured �terns and miscellaneous architectural features. - � ---. L C � r tV O SIMPS N CS16 F 0 o � CA �n r A SIMPSON LTP4 FROM TRUSS VE2 K: Njr SIN- _ r - Q . _ - 1 o G01 20 Cj E SIMPSON CS16 .. S o. X, r_: 00 E1 E1 ,T _- " Q d l N Y i _ c4 0 w Engineer's seal and signature n this rawrn indicates 1 J o0that the structural items have been reviewed by _co� 0S ti N Structural Engineering for generalconformance with the d ry design intent, current code com h.ance, an common N E1 m 'constructionpractice. Brbstrbm Structural Engineering is J C660 1 X not responsible for coordination with other onions of theeUj NORTH , EXP. 613010 6 El pnscurYof amensions ' pre -manufactured �terns and miscellaneous architectural features. - � ---. L C � r tV O SIMPS N CS16 F 0 o � CA �n r A SIMPSON LTP4 FROM TRUSS VE2 K: Njr SIN- _ TRUSS FRS► I GT F C� ES 1 USE 1 SIMPSON H1 TRUSS @ BEARING. U.N.O. 2 BLOCK BETWEEN EVERY OTHER TRUSS W/ 16D. TOE -NAILED BLOCKING TO TOP PLATE 6 O.C. 3) ED TR CONNECT GABLED USS TO TOP PLATE W/ SIMPSON A35 24 ,I S SO OC. GABLED SHEATH G TRUSS W/ 7116,1 PLY ONE SIDE, W/ 8D @ 6112: U.N.O. ROOF SHEATHING: 19rPLY 40 - APAUNBLOCKED w! 10d 6/12 20 01 S4' STRUCTURAL LEGEND FTr INDICATESN TEP IN ELEVATION o L r INDICATE IMP N THA29 S S SO _ INDICATES ROOF VALLEY 00 N. N ` INDICATES ROOF nut RIDGE. „D-1 INDICATES SPAN DIRECTION F 19/32rOSB ROOF D i ECK w/ 10D @ 6„ ox. NAIL AND 10D @ 1211 o.c. FIELD D-1 NAIL U. N.O.' RELABEL' DRAFT. DATE YE TYPE REVISIONS DRAWN: MICHAEL WALL'' TRUSS FRS► I GT F C� ES 1 USE 1 SIMPSON H1 TRUSS @ BEARING. U.N.O. 2 BLOCK BETWEEN EVERY OTHER TRUSS W/ 16D. TOE -NAILED BLOCKING TO TOP PLATE 6 O.C. 3) ED TR CONNECT GABLED USS TO TOP PLATE W/ SIMPSON A35 24 ,I S SO OC. GABLED SHEATH G TRUSS W/ 7116,1 PLY ONE SIDE, W/ 8D @ 6112: U.N.O. ROOF SHEATHING: 19rPLY 40 - APAUNBLOCKED w! 10d 6/12 20 Engineer's seal and signature on this drawing indicates �Ei __d ' �% that the structural items have been reviewed b Brost om Structural Engineering for 9anerelconformance with the 4C " design intent, current code compliance, and N ( construction practice. Brostrom Structural Engineering is s not responsible for coordination w - NORTH p at with other portions of the EXP. 6130/P& plans, accuracy of dimensions, pro -manufactured manufactured items and miscellaneous architectural features. . 1 P 0C 9 04 FC 01 S4' FTr _ _ N 00 N. N ` nut E1 D-1 09/2/05 , RELABEL' DRAFT. DATE YE TYPE REVISIONS DRAWN: MICHAEL WALL'' DATE: E1 � >J 1/4" 1101, L ” E J -- E1 J5 ! E1 SIMPSON �CS-- F/- _ -1 D X 4 OUTRIGGERS I I I 6 X6DF#2POST _r, 4 24 O.C. _ 1� n0 ryQ co 1�- r L_ _ r� E SIMPSON CS16 W/ SIMPSON BC46 ti N F- S VV/Z ti 0 ......E 1 Engineer's seal and signature on this drawing indicates �Ei __d ' �% that the structural items have been reviewed b Brost om Structural Engineering for 9anerelconformance with the 4C " design intent, current code compliance, and N ( construction practice. Brostrom Structural Engineering is s not responsible for coordination w - NORTH p at with other portions of the EXP. 6130/P& plans, accuracy of dimensions, pro -manufactured manufactured items and miscellaneous architectural features. . 1 P 0C 9 04 FC DROPPED 3.5 FOR R 2` FTr _ _ N 00 N. N ` U rn. o_ W ^L / / w ' E1 D-1 09/2/05 , RELABEL' DRAFT. DATE YE TYPE REVISIONS DRAWN: MICHAEL WALL'' DATE: E1 � >J 1/4" 1101, L ” E J -- E1 J5 ! E1 SIMPSON �CS-- F/- _ -1 D DROPPED 3.5 FOR R 2` FTr D-1 09/2/05 , RELABEL' DRAFT. DATE YE TYPE REVISIONS DRAWN: MICHAEL WALL'' CHECKED CHECKER DATE: 05/05/05 SCALE: 1/4" 1101, L ” -- J5 D X 4 OUTRIGGERS I I I 6 X6DF#2POST _r, 4 24 O.C. L_ r� J5 W/ SIMPSON BC46 r S RECESSMG ABLE END - , � L I _ - - 2) 1 3/4it X 11 1/4" { 1.9 E MICROLAM m 4 7-104 `7n N FROM M 0ED E -" 16 0 G F _ L C0 , f _N PANEL FOR So V r 4'J I J3 N D SHEATHING OVER O R 2X FRAMING @ 16" D —1 col cn L ► I 1 O.C. TYP. D J2 6 X 6 DF # 2 POST r: D 9 L VAULTED LTED C E ING BELOW L I W/ SIMPSON BC46 sIM F S ON LTPf4 FROM TRUSS F TO t J1 I,' m J 7T77 _ OP PLATE I I ATE EA. ND OF TRUSS. TYP. J4 JJJ3 ..,. J2 r 0If o 0 r- L I S1MPS©N GS16 - FT A LO ' 11 11 11D MB 09/2/05 , RELABEL' DRAFT. DATE YE TYPE REVISIONS DRAWN: MICHAEL WALL'' CHECKED CHECKER DATE: 05/05/05 SCALE: 1/4" 1101, l TRUSS FRAMING NOTES 1) USE (1) SIMPSON H1 TRUSS @ BEARING. U.N.O. 2) BLOCK BETWEEN EVERY OTHER TRUSS W/ 16D. TOE -NAILED BLOCKING TO TOP PLATE @ 6" O.C. 3) CONNECT GABLED TRUSS TO TOP PLATE W/ SIMPSON A35 @'24" OC. SHEATH GABLED TRUSS W/ 7/16" PLY ONE SIDE, W/ 8D @ 6/12. U.N.O. ROOF SHEATHING: 32 PLY, 20 L APA, UNBLOCKED, w/ 10d @ 6/12 E1 71-� �Es ,E1 Engineer's seal and signature an this drawing indicates Q% � �� ' � � Lu r that the structural items have be ' en reviewed by Brostrom ST IN Structural Engineeringfor conformance with the a_ s ao E1 -- �... design intent current code compliance, ' _N N m Bance and common m construction practice. Brostro rn p tri Structural Engineering is i not responsible for coordination a G _ o e p rt with other onions of th portions �. I_ .6130 E1 plans, accuracy of dimensions EXP G n re manufactured items p Y , p and miscellaneous architectural features. 4 is `i \ IV l' F 1 SIMPSON CS1 OFC E 0 STRUCTURALLEGEND / - INDICATES STEP IN ELEVATION F_ F_ INDICATES SIMPSON THA29 INDICATESROOF VALLEY 00 ROOF RIDGE. INDICATES - D 1 „ INDICATES PAN DIRECTION F 19/32 OSB ROOF CA S S C 0 DECK ) r w/ 10D'@ 6 o.c. EDGE NAIL AND 10D @ 12 o.c. FIELD hh . I— V NAIL 'U.N.0. TRUSS FRAMING NOTES 1) USE (1) SIMPSON H1 TRUSS @ BEARING. U.N.O. 2) BLOCK BETWEEN EVERY OTHER TRUSS W/ 16D. TOE -NAILED BLOCKING TO TOP PLATE @ 6" O.C. 3) CONNECT GABLED TRUSS TO TOP PLATE W/ SIMPSON A35 @'24" OC. SHEATH GABLED TRUSS W/ 7/16" PLY ONE SIDE, W/ 8D @ 6/12. U.N.O. ROOF SHEATHING: 32 PLY, 20 L APA, UNBLOCKED, w/ 10d @ 6/12 E1 71-� �Es ,E1 Engineer's seal and signature an this drawing indicates Q% � �� ' � � Lu r that the structural items have be ' en reviewed by Brostrom ST IN Structural Engineeringfor conformance with the a_ s ao E1 -- �... design intent current code compliance, ' _N N m Bance and common m construction practice. Brostro rn p tri Structural Engineering is i not responsible for coordination a G _ o e p rt with other onions of th portions �. I_ .6130 E1 plans, accuracy of dimensions EXP G n re manufactured items p Y , p and miscellaneous architectural features. 4 is `i \ IV l' F 1 SIMPSON CS1 OFC E 0 � F�U z 03 a W W 4 ) r hh . I— V W 0 O .do Ankh,Ar Ar'sVj F- O Z Q O�z _ .. wZ)J J O r) >CO 0; L.IJ U) W 0 o0 Z a_ ka:) MUMM ACM Al MB 06/22/05 RELABEL # DRAFT. IRATE : TYPE REVISIONS DRAWN: MICHAEL WALL CHECKED CHECKER DATE: ` 05/05/05 SCALE: 1/4" = 1'0" SHEET NUMBER S5 ' I II f Pat Plan Atischad Raw Man Aiuchad $ant to S.D. I TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance l Owner Location AP# Plan Approved for: Sewage Disposa Water Supply: P olic Private Wel Clearance for dwelling. Other Hold final for: Final clearance O.K. for: NOTE: - l [�- Environmental Health pec�alisi Date 8/96 SQUARE FTG. GARAGE 862 FTz FIRST FLOOR . 4,928 F -F o5iosia5 FRONT PORCH 96 FF t �TOTALS TOTAL AIR CONDITIONS 4, 928 F -F s DISCLAIMER: VALUBUILD PANEL HOLES CORPORATION IS NOT RESPONSIBLE FOR THE PROPER CONSTRUCTION OF THE HOME ILLUSTRATED IN THE ENCLOSED DRAWINGS. UNLESS WETSEALED OR PROFESSIONALLY STAMPED BY A LICESNED ENGINEER, THESE DRAWINGS HAVE NOT BEEN REVIEWED BY A LICENSED PROFESSIONAL AND ARE IN NO WAY TO BE CONSTRUED AS ENGINEERED DRAWINGS. IT IS THE RESPONSIBILITY OF THE CUSTOMER OR CUSTOMER'S BUILDER TO PROPERLY ERECT STRUCTURAL CONNECTIONS BETWEEN MEMBERS AND TO DETERMINE IF STRUCTURAL MEMBERS NOTED IN THE DRAWINGS ARE SUFFICIENT TO SUPPORT ACTUAL LOADS UNLESS THE DRAWINGS ARE SEALED BY A PROFESSIONAL; CONTACT VALUBUILD PANEL HOMES CORPORATION (VPHC) WITH ANY QUESTIONS DURING THE BUILDING PROCESS. THESE DRAWINGS ARE TO BE INTERPRETED AS A GUIDE FOR BUILDING, NOT CONSTRUCTION DOCUMENTS, AND MAY BE SUBJECT TO CHANGE ONCE CONSTRUCTION BEGINS. ALL IDEAS, DESIGNS, ARRANGEMENTS, AND PLANS INDICATED OR REPRESENTED BY THESE DRAWINGS ARE OWNED BY, AND THE PROPERTY OF VPHC. THE DRAWINGS WERE' CREATED,' EVOLVED, AND DEVELOPED FOR USE ON, AND IN CONNECTION WITH, THE SPECIFIED PROJECT; IF USED FOR ANY OTHER REASON, THE USER IS IMMEDI TE -LY LM' BLE TO VPHC. "NONE OF THE IDEAS, DESIGNS, AND ARRANGEMENTS OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON FORM OR CORPORATION RA10 T N FORANY PURPOSE WHATSOEVER WITHOUT WRITTEN PERMISSION FROM VPHC. DRAWINGS S REPRESENT FINISHED D HOME , VPHC WILL ONLY PROVIDE COMPONENTS FOR THE DR Y IN SHELL. t.. oT 3 AI!TE KS ENGINEERS SEAL ROOFF TRUSS DESIGN) C'eo REPORT PANEL APPROVALI IN ,F 20 60 17U PANEL CUT DRAWINGS SHE ET C P lk l N MB ER 0 MICHAEL WALL CHECKER F o5iosia5 ON DRAWINGS ,F 20 60 17U PANEL CUT DRAWINGS SHE ET C P lk l N MB ER 0 �N