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HomeMy WebLinkAboutB17-0184 APPROVED PLANSHAYES S- I f E N b Kk-,A[.R N IT !-:�- -a�z x ..�-V �w- A. EACH CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, TOOLS, TRANSPORTATION AND EQUIPMENT NECESSARY TO PERFORM ALL WORK UNDER HIS/HER TRADE IN FULL ACCORDANCE WITH THE WORKING DRAWINGS, SPECIFICATIONS AND CONTRACTS. B. EACH CONTRACTOR SHALL CLEAN UP AND REMOVE ALL DEBRIS RESULTING FROM HIS/HER WORK PRIOR TO SUBMITTING REQUEST FOR PROGRESS PAYMENT. IN NO CASE WILL FINAL PAYMENT BE DISPERSED TO EITHER THE PRIME CONTRACTOR OR ANY SUBCONTRACTOR UNTIL ALL DEBRIS AND EQUIPMENT OWNED BY SAID CONTRACTORS, HAS BEEN REMOVED FROM THIS PROJECT SITE OR UNTIL OWNER APPROVAL HAS BEEN GRANTED. C. THE RESPONSIBLE PARTY, EITHER THE PROJECT OWNER OR THIS SIGNED DESIGNER, SHALL BE NOTIFIED OF ERROR OR OMISSIONS FOR CORRECTIONS BEFORE PROCEEDING WITH THE WORK. D. MATERIALS STORED ON SITE SHALL BE PROTECTED FROM DAMAGE FROM MOISTURE, WIND, SUN ABUSE OR ANY OTHER HARMFUL AFFECTS. E. ANY MINOR OR REQUIRED CHANGES OR MODIFICATIONS TO THIS PLAN DO NOT REDUCE OR VOID THE COPYRIGHTS OF COVERING THIS SET OF PLANS IN ANY WAY. MODIFICATIONS TO THIS PLAN, FOR ANY REASON, SHOULD BE ATTEMPTED BY THE DESIGNER OR ENGINEER ONLY. DESIGNER ACCEPTS NO RESPONSIBILITY FOR THE QUALITY AND COMPLETENESS OF ANY CHANGES ATTEMPTED. F. ALL MATERIALS, SUPPLIES AND EQUIPMENT SHALL BE INSTALLED PER MFG RECOMMENDATIONS AND PER APPLICABLE CODES AND REQUIREMENTS. THE DESIGNER SHALL HAVE NO CONTROL OR CHARGE OF AND SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, OR PROCEDURES IN CONNECTION WITH THE WORK, FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR, SUBCONTRACTOR OR ANY OTHER PERSON PERFORMING ANY OF THE WORK, OR FOR THE FAILURE OF ANY OF THEM TO CARRY OUT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. G. ALL DIMENSIONS HAVE PRECEDENCE OVER SCALE. H. ALL DIMENSIONS ARE TO THE ROUGH U.O.N. I. ALL DIMENSIONS TO STUD PARTITIONS ARE TO THE FACE OF STUD U.O.N. J. ALL DIMENSIONS SHALL BE VERIFIED IN THE FIELD BEFORE PROCEEDING WITH THE WORK. K. DETAILS MARKED TYP. (TYPICAL) SHALL APPLY IN ALL CASES UNLESS SPECIFICALLY INDICATED OTHERWISE. L. WHERE NO SPECIFIC DETAIL IS SHOWN, THE FRAMING OR CONSTRUCTION SHALL BE IDENTICAL OR SIMILAR TO THAT INDICATED FOR LIKE CASES OR CONSTRUCTION ON THIS PROJECT. • WHOOP OAKCREST DR, OROVILLE CA 95966 MIPS fn MDD U lug I M cal mC ?K0 DEFERRED SUBMITTALS OWNER: NOTE: ALL DEFERRED SUBMITTALS SHALL FIRST BE SUBMITTED TO THE PROJECT DESIGNER AND/OR ENGINEER FOR REVIEW AND COORDINATION; FOLLOWING THE COMPLETION OF PROJECT DESIGNER/ENGINEER REVIEW AND COORDINATION, SUBMITTALS SHALL BE FORWARDED TO THE BUILDING OFFICIAL ALONG WITH A LETTER OF CONFORMANCE DRAFTSMAN: INDICATING THAT THE DEFERRED SUBMITTAL DOCUMENTS HAVE BEEN REVIEWED AND HAVE BEEN FOUND TO BE IN GENERAL CONFORMANCE WITH THE DESIGN OF THE BUILDING. PER CBC 106.3.4.2 PLANS REQ'D UNDER SEPARATE PERMIT STRUCTURAL ENGINEER ENERGY: J[R�N-(010PR'FFFR, BOB HAYES I APPLICABLE BUILDING CODES: 11 OAKCREST DRIVE OROVILLE CA 95966 2016 CALIFORNIA BUILDING CODE (CBC) 2016 CALIFORNIA RESIDENTIAL CODE (CRC) TRI MISSION COMPANY 2016 CALIFORNIA MECHANICAL CODE (CMC) 1133 GRAY AVE STE A YUBA CITY CA 95991 2016 CALIFORNIA ELECTRICAL CODE (CEC) 530-534-0800 2016 CALIFORNIA PLUMBING CODE (CPC) 2016 CALIFORNIA FIRE CODE (CFC) RANCHO ENGINEERING 01/31/17 5550 SKYWAY #3 PARADISE CA 95969 WALL ELEVATIONS 530-877-3700 N/A R,4 O!I REN"AC LOCAL JURISDICTION BUTTE COUNTY ADDRESS 11 OAKCREST DR, OROVILLE CA 95966 APN # 069-360-047 ZONING VLDR OCCUPANCY U5B CONSTRUCTION UNPROTECTED COMBUSTIBLE III -B NO. OF STORIES 1 ALLOWABLE AREA UNLIMITED 64MNe0 �1 D `�:•.� :• •. ADD 0 �:�� ® o 4,jje � � � ®• •1 lwwpqw� *PROJECT CONSISTS OF A SHOP BUILDING WITH NO PLUMBING OR MECHANICAL. THERE WILL BE NO FINISHES ON THE INTERIOR. Name Area GROSS BUILDING AREA 3500 SF 0 GRID LABEL1 BUILDING SECTION WOOD GRAIN A101 STUCCO GYP. BOARD J\ CLOUD & REVISION 1 WALL SECTION E CONCRETE GRAVEL A101 EARTH LEVEL OR ELEVATION fol STEEL SECTION SYMBOL 1 A1 101 DOOR TAGDENOTES LENGTH REQ'D DETAIL TAIL � INDICATES BRACE OR SHEAR WALL TYPE WALL INDICATOR 1t WINDOW TAG DIRECTION OF a" -o VIEW SHEAR WALL LABEL ° '® 1 •see a ®®• °®d ® • ° — — — — — —684.93'-- OCL II II zo - I co Mi 1 I PROPOSED SHOP BUILDING I APPROX. 100' - 0,, I I o I II o lI INTERIOR SIDE - 5'-0" cc a II ,YI- a — APPROX. 300'- 0" (E) HOUSE Q I o I 11 INTERIOR SIDE - 5'-0" — CLEANOUT �►'J' 1 — (E) SEPTIC I (E) LEACH DRIVE I I 663.04'- z, — — L.L — _ — OAK CREST DRIVE i E GCU^.'Tl' CPVELO ^"ENT SERVICES `wSheet Sheet Name ARCHITECTURAL AO.1 TITLE SHEET A2.1 FLOOR PLAN DIMENSIONED PROJECT LOCATION., A2.2 ROOF PLAN "w A3.1 BUILDING SECTIONS A4.1 EXTERIOR ELEVATIONS r E2.1 LIGHTING LAYOUT STRUCTURAL S1 GENERAL NOTES 11DIR Issue/Status Current Date I Revision Date 01/31/17 01/31/17 01/31/17 01/31/17 01/31/17 01/31/17 • Current Revision Description Grand total: 11 ia 1�1F iZ f•C I _ .4 b. 0 0 Tri Mission Company GENERAL CO ti �`�� Tri Mission T� 1 09 0 cia55'e' Ren. 03/31/2018 T� OF CP, \FO� P.O. BOX 1842 OROVILLE CA 95965 P: 530-534-0800 F: 530-534-0888 jford@trimissionco.com CLIENT BOB HAYES 11 OAKCREST DRIVE OROVILLE CA 95966 PLAN IDENTIFICATION SHEET TITLE TITLE SHEET SHEET INFORMATION ISSUE DATE 01/31/17 DRAWN BY JDF CHECKED BY PROJECT # - 0 REVISIONS # I Description I Date SHEET NUMBER A0.1 01/31/17 S2 STRUCTURAL DETAILS 01/31/17 S2.1 FOUNDATION 01/31/17 S2.2 ROOF FRAMING 01/31/17 S3 WALL ELEVATIONS 01/31/17 Grand total: 11 ia 1�1F iZ f•C I _ .4 b. 0 0 Tri Mission Company GENERAL CO ti �`�� Tri Mission T� 1 09 0 cia55'e' Ren. 03/31/2018 T� OF CP, \FO� P.O. BOX 1842 OROVILLE CA 95965 P: 530-534-0800 F: 530-534-0888 jford@trimissionco.com CLIENT BOB HAYES 11 OAKCREST DRIVE OROVILLE CA 95966 PLAN IDENTIFICATION SHEET TITLE TITLE SHEET SHEET INFORMATION ISSUE DATE 01/31/17 DRAWN BY JDF CHECKED BY PROJECT # - 0 REVISIONS # I Description I Date SHEET NUMBER A0.1 Tri Mission Company G� IERAL CO ti Tri Mission T9 Com any 2 v O A3.1 , CL# 09 Class 'B' x Ren. 03/31/2018 \P 91 OF CAL�FOe 1133 Gray Ave Ste A Yuba City CA 95991 PH: 530.534.0800 FAX: 530.534.0888 jford@trimissionco.com 1 2 CLIENT 70--0" 35'-0" 35'-0" BOB HAYES A. 3 S3 11 OAKCREST DRIVE r ,P::Zt� I o 01 L ItchI OROVILLE CA 95966 B -- - 130 xxxxxxxx 3'-0" 7'-0" a) O a W J � � J oo 0 0 1 1 A3.1 A3.1 (n 0 0o W T cc ti N 119 y � Q r- - z � ' S3 Ln o BUILDING PLAN IDENTIFICATION 0 00 M^ SHEETTLE FLOOR PLAN DIMENSIONED SHEET INFORMATION ISSUE DATE 01/30/17 DRAWN BY JDF PERMIT # pEVELOPMNT SERVICES Bur, COUtM CHECKED BY REVIEWED L CODE PROJECT # `� �� j DATE:�� REVISIONS ------————— — — — — —— — # Description Date A134 130 134 - — — — — — __ - — — 14' - 0" 3' - 0" 14' - 0" 14 -0" T 0" 14 -0.. 1 14'-8" 14'-0" 6'-4" 6'-4" 14'-0" 14'-8" 'k SQ3 OP 2 ` �'� Cfii4F�►� A3.1 SHEET NUMBER FLOOR PLA N A2ml 1/4" = 1'-0" H (e) HOUSE TYPE '0 MATCH (e) HOUSE 'ERMIT # BUTTE COUWYSERVICES REVIEWED FOR CODE COMPLIANCE DATEf�ATTIC Y---- ATTIC VENTING - OPEN CEILING ROOF PLAN 1/4" = 1'-0" CL#v 09 aass'e• �'j. Ren. 03/31/2018 �\P 9TF OF C AL�F�� 1133 Gray Ave Ste A Yuba City CA 95991 PH: 530.534.0800 FAX: 530.534.0888 jford@trimissionco.com CLIENT BOB HAYES 11 OAKCREST DRIVE OROVILLE CA 95966 PLAN IDENTIFICATION SHEET TITLE ROOF PLAN SHEET INFORMATION ISSUE DATE 01/30/17 DRAWN BY JDF CHECKED BY PROJECT # REVISIONS # I Description I Date SHEET NUMBER s, 3 LO 0) Q U 3 W J J moo O G� �J O F- Cn ccW � a a O T T PLAN IDENTIFICATION SHEET TITLE ROOF PLAN SHEET INFORMATION ISSUE DATE 01/30/17 DRAWN BY JDF CHECKED BY PROJECT # REVISIONS # I Description I Date SHEET NUMBER l MUZ>J Jtl, 1 IVIN 1/411 = 1'-0" 2 A3.1 T.O. CMU 1n/c �'►i�Qr��G� �� CJ LO I` n 31 7, Tri Mission Company G,N;-�RAL CO Tri Mission �T9 Cam any 9�a U O A 1 QL# 09 l Class'B' sj Ren. 03/31/2018\P OF CA\-AFAQ 1133 Gray Ave Ste A Yuba City CA 95991 PH: 530.534.0800 FAX: 530.534.0888 jford@trimissionco.com CLIENT FRIEZE BLK'G 24" �-�J' BOB HAYES CCX PLYWOOD EAVE AT OVERHANGS m w [ P->) -0 _ u- - GUTTER TO MATCH (e) HOUSE — 2x8 FASCIA — ',Z�"� PRE-MFG'D TRUSSES — ,�z 7/8" STUCCO — 8" CMU - SEE STRUCTURAL — +o' -o' FLOOR PLAN LONGITUDINAL SECTION 1/4" = 1'-0" _ -r 2 A3.1 TYP. EAVE 3 1/2" = 1'-0" +16'-4" T.O. CMU HEEL BLOCK - SEE STRUCTURAL 3X NAILER - SEE STRUCTURAL PERMI f R�JTTE GOUT QEVELOPMENT SERVICE REVIEWED FOR CODE CohApLIANC sY �= Ole 11 OAKCREST DRIVE OROVILLE CA 95966 PLAN IDENTIFICATION SHEET TITLE I BUILDING SECTIONS SHEET INFORMATION ISSUE DATE 01/30/17 DRAWN BY JDF CHECKED BY PROJECT # - Z�\ REVISIONS # I Description I Date SHEET NUMBER A3.1 r; D 0) Q � U W o J 0o O O Q cn W � a O T' T PLAN IDENTIFICATION SHEET TITLE I BUILDING SECTIONS SHEET INFORMATION ISSUE DATE 01/30/17 DRAWN BY JDF CHECKED BY PROJECT # - Z�\ REVISIONS # I Description I Date SHEET NUMBER A3.1 -FLOOR PLAN North �s s 1 ?. , � A-0,,(Je Vag 3� East 3/16" = 1'-0",�,� PROJECT # D L0 � 3/16" = 1'-0" 1 2 PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR >CODE COMPLIANCE DAT A South 3/16" = 1'-0" West 3/16" = 1'-0" Tri Mission Company FRAL CO Tri Mission �T9 Com any 9C� U O 1 CL# 09 Class 'B' �9 Ren. 03/31/2016\P T� OF CAOFO� 1133 Gray Ave Ste A Yuba City CA 95991 PH: 530.534.0800 FAX: 530.534.0888 jford@trimissionco.com CLIENT BOB HAYES 11 OAKCREST DRIVE OROVILLE CA 95966 PLAN IDENTIFICATION SHEET TITLE EXTERIOR ELEVATIONS SHEET INFORMATION ISSUE DATE 01/30/17 DRAWN BY JDF CHECKED BY PROJECT # D L0 � Q U W o J J 00 0 0 F- v V U � Y a 4 T' T PLAN IDENTIFICATION SHEET TITLE EXTERIOR ELEVATIONS SHEET INFORMATION ISSUE DATE 01/30/17 DRAWN BY JDF CHECKED BY PROJECT # I - 0 REVISIONS # I Description I Date SHEET NUMBER A4m 1 1 °4VAC7 ,Sw, so 1 �Le4.rl o�c l � _ 2 _- � wv nivir JVU-r n1VLL �r ;�,*• •r�/\ POWER FROM HOLIS _.J CSC, Al+. A30 :32. , r ELECTRICAL LAYOUT - 1/4" = V-0" SHEET NOTES PLAN LEGEND AN Arc Fault Interrupter Outlet Single Outlet Duplex Outlet Solid Fill Indicates Dedicated circutlex Dedicated Outlet GFI GFI Outlet Above Counter or Spec. Ht. Outlet GDO f� Garage Door Opener Outlet GFI wP o Weatherproof GFI Outlet t 220 220 Volt Outlet Quad Outlet 30 Amp Electrical Disconnect Single Pole Light Switch $3 3 -Way Light Switch $4 4 -Way Light Switch �Lo Volt R Recessed Lo -Volt Light �L Recessed Fluorescent Light Recessed Incandescent Light Exhaust Fan -- Track Light Fixture Pendant Light Fixture - Island Fluorescent Strip Light Ceiling Mounted Dome Fixture 0 Power Panel or Sub -Panel /4 TV Connection Data/Phone QPush Button Garage Door Opener Gas Gas Connection Carbon Monoxide Combo sD Smoke Detector Tri Mission Company G—ERAt CO Tri Mission Com any 9n� U p CL# 09 Class 'B' �J. Ren. 03/31/2018\P 9TF OF CAL\F 1133 Gray Ave Ste A Yuba City CA 95991 PH: 530.534.0800 FAX: 530.534.0888 jford@trimissionco.com CLIENT BOB HAYES 11 OAKCREST DRIVE OROVILLE CA 95966 PLAN IDENTIFICATION SHEET TITLE LIGHTING LAYOUT SHEET INFORMATION ISSUE DATE 01/30/17 DRAWN BY JDF CHECKED BY - PROJECT # - A REVISIONS # I Description I Date SHEET NUMBER E2mi L0 Q U W J J 00 0 0 H Cn W �1 v � a Q o —ij PLAN IDENTIFICATION SHEET TITLE LIGHTING LAYOUT SHEET INFORMATION ISSUE DATE 01/30/17 DRAWN BY JDF CHECKED BY - PROJECT # - A REVISIONS # I Description I Date SHEET NUMBER E2mi GENERAL NOTES: HOLDOWNS: I. ALL CONSTRUCTION SHALL COMPLY WITH THE CURRENTLY ACCEPTED EDITION OF THE 1. ALL HOLDOWNS ARE SIMPSON STRONG -TIE OR EQUIVALENT. 0ily CALIFORNIA BUILDINS CODE (GBG) AND GBG STANDARDS. 2. LOCATION OF HOLDOWNS ON PLAN ARE APPROXIMATE. THE CONTRACTOR SHALL 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF THE BUILDING DURING w DETERMINE THE ACTUAL LOCATIONS BASED ON THE LENGTH OF SHEAR WALLS, TYPE OF T_ CONSTRUCTION AND SHALL PROVIDE ADEQUATE SHORING AND BRACING DURING LLJ� HOLDOWN AND THE MANUFACTURES RECOMMENDED INSTALLATION. CONSTRUCTION. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE SAFETY 3• ALL HOLDOWNS ARE TO BE INSTALLED IN PLACE PRIOR TO POURING CONCRETE. REGULATIONS. � 3. DETAILS NOT SPECIFICALLY SHOWN SHALL BE SIMILAR TO DETAILS FOR SIMILAR LUMBER AND CARPENTRY: CONSTRUCTION SHOWN ON PLAN. 4. TYPICAL DETAILS SHALL APPLY UNLESS SHOWN OTHERWISE ON THE DRAWINGS. I. ALL STRUCTURAL LUMBER SHALL BE GRADED IN ACCORDANCE WITH THE STANDARD 5. ALL PREFABRICATED CONNECTING HARDWARE SPECIFIED IS SIMPSON PRODUCTS OR O GRADING RULES NO. I6 FOR WEST COAST LUMBER AND SHALL HAVE A MAXIMUM APPROVED EQUAL SUCH AS USP. INSTALL PER MANUFACTURES SPECIFICATIONS FOR MOISTURE CONTENT OF Icf%. L MAX LOADING. 2. ALL STRUCTURAL PLYWOOD SHALL BE STRUCTURAL 11 OR G -D GRADE WITH EXTERIOR 6. THE CONTRACTOR SHALL COORDINATE THE WORK OF ALL TRADES AND SHALL CHECK GLUE UNLESS NOTED OTHERWISE ON THE ARCHITECTURAL PLANS. ALL DIMENSIONS. ANY D15CREPANGIES SHALL BE GALLED TO THE ATTENTION OF 3. STRUCTURAL PLYWOOD MAY BE SUBSTITUTED WITH AN EQUIVALENT APA RATED Lup- RANCHO ENGINEERING AND SHALL BE RESOLVED BEFORE PROCEEDING WITH THE WORK ORIENTED STRAND BOARD (OSB). AFFECTED. 4. ALL WOOD BEARING ON CONCRETE OR MASONRY SHALL BE PRESSURE TREATED 7. NO STRUCTURAL MEMBERS SHALL BE OUT, NOTCHED, OR OTHERWISE PENETRATED DOUGLAS FIR, REDWOOD OR OTHER APPROVED DECAY RESISTANT MATERIAL. X6 1L UNLESS SPECIFICALLY APPROVED BY THE ENGINEER IN ADVANCE OR AS SHOWN ON 5. STRUCTURAL MEMBERS SHALL NOT BE GUT OR NOTCHED UNLESS SPECIFICALLY NOTED THESE DRAWINGS. OR DETAILED OR IS IN ACCORDANCE WITH THE GBG. 8. PROVIDE OPENINGS, CURBS, FRAMING AND/OR SUPPORTS FOR ITEMS INDICATED ON 6. SOLID BLOCKING SHALL BE PLACED BETWEEN JOISTS OR RAFTERS AT ALL SUPPORTS, ANY OF THESE DRAWINGS. EXCEPT WHEN LEDGERED. q. DO NOT SCALE DRAWINGS. THESE DRAWINGS ARE NOT MEANT TO BE SCALED. GALL 7. GROSS -BRIDGING SHALL BE PROVIDED AT 8' O.G. FOR DIMENSIONED FLOOR JOIST ENGINEER FOR ANY NEEDED CLARIFICATIONS. OVER 10" IN DEPTH. GROSS -BRIDGING SHALL BE PROVIDED AT 10'0.0. FOR 10. STAIRS: RI5E 4" MINIMUM TO 7.0" MAXIMUM; RUN 11" MINIMUM; HEADROOM 6'-8" MINIMUM; DIMENSIONED ROOF RAFTERS OVER 10" IN DEPTH. USE SOLID BLOCKING OR AN WIDTH 36" MINIMUM PER GBG. ` . APPROVED METAL TYPE BRIDGING. I1. UNENCLOSED FLOOR 'AND ROOF OPENINGS,. OPEN AND GLAZED SIDES OF STAIRWAYS, 8• ALL NAILING TO BE PER GBG TABLE 2304.ci.1, UNLESS OTHERWISE NOTED. LANDINGS AND RAMPS, BALCONIES OR PORCHES, WHICH ARE MORE THAN 30" ABOVE q• PLYWOOD FLOOR AND ROOF SHEATHING SHALL BE LAID CONTINUOUS OVER TWO OR GRADE OR'FLOOR BELOW SHALL BE PROTECTED BY A GUARD RAIL PER GBG. MORE SPANS WITH FACE GRAIN PERPENDICULAR TO SUPPORTS. STAGER ALL PLYWOOD 12. FOUR STEPS OR MORE REQUIRES A CONTINUOUS 34" TO 38" ABOVE TREAD PANELS A MINIMUM OF 4'. „HANDRAIL NOSING PER GBG. 10. FRAMING CONTRACTOR SHALL PROVIDE BACKING AS REQUIRED FOR ALL LIGHT 13. PROVIDE ATTIC ACCESS FOR ALL. ATTIC AREAS HITH ,30" OR MORE IN HEIGHT, MIN. FIXTURES CABINETS, WARDROBES, TOWEL BARS, HANDRAILS, ETC. AS REQUIRED AND ACCESS SIZE IS 22"X30" OR 30"X30" WITH WALK, PLATFORM, AND LIGHT IF FAU IS IN REQUESTED BY THE GENERAL CONTRACTOR. ATTIC. II. EXTERIOR WOOD POSTS AND COLUMNS SUPPORTED BY A CONCRETE SLAB SHALL BE 14. PROVIDE INSPECTION IN ACCORDANCE WITH G15G`5ECTION .108. INSTALLED A MINIMUM OF 6" ABOVE EXPOSED EARTH AND AT LEAST I" ABOVE SLAB 14.1. NO SPECIAL INSPECTION REQUIRED FOR THIS PROJECT, ` ON METAL POST BASE. (EXCEPTION; POSTS OR COLUMNS OF APPROVED WOOD WITH NATURAL RESISTANCE TO DECAY OR TREADED WOOD.) POSTS OR COLUMNS RESTING pESIGN CRITERIA: ON PIERS SURROUNDED BY NATURAL GRADE SHALL BE A MINIMUM OF 8" ABOVE GRADE. ALL ISOLATED INTERIOR AND EXTERIOR POSTS ATTACHED DIRECTLY TO I. THE STRUCTURE HAS BEEN DESIGNED FOR THE FOLLOWING CRITERIA: GONGRETE SHALL BE SECURED WITH A SIMPSON PBS ANCHOR OR EQUIVALENT, UNLESS I.I. SEISMIC: NOTED OTHERWISE. -SEISMIC IMPORTANCE FACTOR: 1 12. PROVIDE A 2X4 HEADER FOR ALL INTERIOR NONBEARING OPENINGS UP TO 36" IN -MAPPED SPECTRAL RESPONSE ACCELERATIONS: Ss = 0.615, SI = 0.264 WIDTH. PROVIDE A 4x4 HEADER FOR ALL INTERIOR NONBEARING OPENINGS 3' TO 6' IN -SEISMIC SITE CLASS: D WIDTH. USE A 4X6 HEADER FOR OPENINGS GREATER THAN 6'. -SEISMIC RESPONSE COEFFICIENTS: SDS = 0.536, SDI = 0.32ci, Gs = 0.083 15. ALL EXTERIOR WALLS ADJACENT TO VAULTED CEILINGS SHALL BE BALLOON FRAMED -SEISMIC DESIGN CATEGORY: D WITH CONTINUOUS STUDS TO..BOTTOM CORD OF TRUSS OR RAFTER. -BASIC SEISMIC FORGE RESISTING SYSTEM: CMU BLOCK SHEAR WALLS 14. PROVIDE SOLID BLOCKING FOR ALL FRAMING MEMBERS AT ALL SUPPORTS. -RESPONSE MODIFICATION FACTOR: R = 5 15. BOLTS FOR TIMBER GONNEGTIONS' SHALL BE ASTM A307 MACHINE BOLTS UNLESS -ANALYSIS PROCEDURE: EQUIVALENT STATIC FORGE PROCEDURE OTHERWISE NOTED. BOLTS SHALL BE INSTALLED IN ACCORDANCE WITH THE LATEST 1.2. WIND: EDITION OF THE NATIONAL,DESIGN SPECIFICATION FOR WOOD CONSTRUCTION BY THE -WIND SPEED: I10 MPH NATIONAL FOREST PRODUCTS ASSOCIATION. BOLT HOLES SHALL BE 1/16" SMALLER -WIND EXPOSURE: G THAN THE BOLT DIAMETER. 1.3. LIVE LOADS 16. HOLES FOR LACI SCREW SHANK SHALL BE THE SAME DIAMETER AND LENGTH AS THE -ROOF CONSTRUCTION: 20 PSF SHANK. THE REMAINING DEPTH'�OF, THE PENETRATION SHALL BE 70% OF THE SHANK -RESIDENTIAL FLOOR LOAD: 40 PSF DIAMETER. -GROUND SNOW LOAD: 0 PSF 17. PROVIDE MALLEABLE IRON WASHERS OR OUT PLATE WASHERS UNDER NUTS AND BOLT OR LAO SCREW HEADS THAT BEAR ON WOOD. SITE WORK AND FOUNDATION: 18. WHEN REQUIRED NAILING TENDS TO SPLIT WOOD PRE DRILL NAIL_ HOLES TO 75% OF THE NAIL SHANK DIAMETER. 1. FOUNDATION SOIL SHALL BE NATIVE UNDISTURBED SOIL OR ENGINEERED FILL AS PER la. INSTALL FIRE BLOCKS TO GUT OFF ALL HORIZONTAL AND VERTICAL DRAFT OPENINGS THE PROJECT SOILS REPORT WHERE APPLICABLE. ALL ENGINEERED FILL SHALL BE BETWEEN TWO STORIES AND ROOF ATTIC SPACES, _FIRE BLOCKS SHALL BE OF 2" SPECIAL INSPECTED AND A PAD CERTIFICATION FROM THE TESTING AGENCY SHALL BE NOMINAL THICKNESS. LOCATION OF FIRE BLOCKS:ARE AS REQUIRED BY THE 'GBC. PROVIDED.. 20. ALL BEAMS AND GIRDER TRUSSES TO BE SUPPORTED WITH FULL. BEARING TO 2. IF NO GEOTECHNICAL REPORT WAS PROVIDED, DESIGN IS BASED ON LOCAL FOUNDATION UNLE55 OTHERWISE NOTED. JURISDICTION ALLOWABLE LOADS AND RECOMMENDATIONS. 21. ALL WALLS ON A FLOOR ARE TO BE SUPPORTED BY DOUBLE JOISTS OR SOLID 3. GRADING SHALL BE PROVIDED TO ACCOMPLISH A 5910 SLOPE AWAY FROM HOUSE FOR BLOCKING, UNLESS NOTED OTHERWISE.' A MINIMUM OF 10'. ` 22. PROVIDE FURRING AS NECESSARY TO ALIGN NON -SHEAR WALLS WITH SHEAR WALLS 4. NO UTILITY TRENCHES SHALL BE ALLOWED NEAR THE BUILDING TRENCHES WHICH AS REQUIRED. EXTEND DEEPER THAN A 45 DEGREE LINE PROJECTED DOWN AND AWAY FRO THE 23. PROVIDE SOLID BLOCKING BETWEEN JOISTS AT BEARING WALLS AND AT SHEAR WALLS. BOTTOM OUTSIDE CORNER OF ANY FOOTING.' 24. REFER TO MANUFACTURES SPECIFICATIONS FOR DRILLING AND"CUTTING HOLES IN WEBS 5. PLACE 20' REBAR IN FOUNDATION AND STUB UP ABOVE FINISHED CONCRETE AT POWER OF MANUFACTURED I -JOISTS. METER LOCATION. 25. EXCEPT WHERE PLANS SHOW SPECIFIC FRAMING ALL FRAMING SHALL COMPLY WITH THE GBG CHAPTER 23, CONVENTIONAL CONSTRUCTION PROVISIONS, AS A MINIMUM. CONCRETE: 26. FOR GLUE -LAMINATED BEAMS, FABRICATION SHALL BE PERFORMED IN AN'APPROVED FABRICATOR'S SHOP IN ACCORDANCE WITH GBG 1701.7 I. THE MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS SHALL BE 2500 PSI PER GBG. 27. GLUE -LAMINATED BEAM INSPECTION CERTIFICATES SHALL BE SUBMITTED THE FIELD 2. ALL GEMENT USED SHALL CONFORM TO ASTM G-150 STANDARDS. ,TO INSPECTOR PRIOR TO COMPLETION OF THE FRAME INSPECTION IN ACCORDANCE WITH 3. HORIZONTAL REINFORCING (FOOTING AND STEM WALL); MIN. (1) #4 REBAR 2" BELOW TOP THE GBG 1704.6.2. OF STEM WALL AND 3" CLEAR ABOVE BOTTOM OF THE FOOTING AND AT 18" O.G. MAXIMUM HORIZONTAL SPACING. MANUFACTURED WOOD TRUSS: 4. CONCRETE SLABS SHALL BE A MINIMUM OF 3.5" THICK PER GBG. SLABS UNDER LIVING AREAS AND IN GARAGE SHALL BE REINFORCED WITH REINFORCING BAR OR WIRE 1. DESIGN AND FABRICATION SHALL BE PER GBG STANDARDS AND ALL IGBO RESEARCH MESH. PROVIDE WATERPROOF MEMBRANE BETWEEN SLAB AND ROCK BASE AT ALL REPORTS. LIVING AREAS OR AS RECOMMENDED BY SOILS REPORT. 2. INCREASES IN ALLOWABLE STRESSES FOR ASSEMBLIES OF REPETITIVE FRAMING SHALL 5. FINE AND COARSE AGGREGATE SHALL CONFORM TO ASTM G-33 FOR STANDARD NOT BE ALLOWED. WEIGHT CONCRETE ANDS ASTM 0-330 FOR LIGHT WEIGHT CONCRETE. 3. WHERE TRUSSES ARE INSTALLED AS BLOCKING, TRUSSES MUST BE DESIGNED TO 6. DRY PACK SHALL BE COMPOSED OF ONE PART PORTLAND GEMENT TO NOT MORE TRANSMIT DIRECT AXIAL WALL LOADS. THAN THREE PARTS SAND. 4. PROVIDE TRUSS DRAWINGS SHOWING TRUSSES, REQUIRED BLOCKING, BRACING AND 7. CONCRETE SHALL BE CURED BY KEEPING CONTINUOUSLY NET FOR 10 DAYS OR BY AN HANGERS, CALCULATIONS WITH SIGNATURE OF RESPONSIBLE LICENSED ENGINEER ON APPROVED CURING COMPOUND. ALL PAGES. 8. REFER TO ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PLUMBING PLANS FOR 5. INSTALL TRUSSES PER MANUFACTURES RECOMMENDATIONS AND THESE DRAWINGS. MISCELLANEOUS ITEMS TO BE CAST INTO CONCRETE AND FLOOR DEPRESSIONS, ETC. 6. ALL GABLE END TRUSSES SHALL BE STRUCTURAL TRUSSES WITH INFILL. ci. SEE ARCHITECTURAL PLANS FOR LOCATIONS OF EXPANSION JOINTS, SCORING, ETC. 7. ALL LATERAL WEB BRACING IS REQUIRED TO TERMINATE AT AN EXTERIOR BEARING FOR CONCRETE WALKS, SLABS, AND OTHER FLAT WORK. WALL. 10. CONCRETE FOR SLAB ON GRADE SHALL HAVE A MAXIMUM OF 4" SLUMP PER ASTM 8. DO NOT ATTACH TRUSSES TO NONBEARING WALLS UNLESS USING SIMPSON STC CLIPS, G-134. 5 SACKS OF GEMENT PER GUBIG YARD OF CONCRETE. GEMENT TO BE PER ASTM UNLESS NOTED OTHERWISE ON PLAN. 0-150 TYPE I OR 2. a. IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY SITE DIMENSIONS TO THOSE OF THE TRUSS CALCULATIONS PRIOR TO ORDERING TRUSSES FOR THE PROJECT. REINFORCING STEEL: 10. EDGE NAIL AND SHEAR EXTERIOR TRUSS HEEL FROM ROOF TO WALL I. ALL REINFORCING STEEL SHALL BE ASTM A615, GRADE 40 FOR #4 BARS AND SMALLER. ALL REINFORCING STEEL SHALL BE ASTM A615, GRADE 60 FOR #5 BARS AND LARGER. WELDED EIRE FABRIC, IS TO BE ASTM A185 WITH LAPPING OF 1 1/2 SPACES. 2. ALL BARS SHALL BE DEFORMED PER ASTM A305. 3. ALL BARS SHALL BE GLEAN AND FREE OF LOOSE FLAKY RUST, GREASE OR OTHER BOND IMPAIRING MATERIALS. 4. ALL BENDS SHALL BE MADE GOLD. 5. SPLICING OF BARS IN CONCRETE SHALL HAVE LAPPING OF 30 BAR DIAMETERS OR 24" WHICH EVER IS GREATER. SPLICING OF BARS IN MASONRY SHALL HAVE LAPPING OF 40 BAR DIAMETERS OR 24" WHICH EVER IS GREATER. 6. ALL BARS SHALL BE ACCURATELY AND SECURELY PLACED BEFORE POURING CONCRETE, NO NET SETTING WILL BE ALLOWED. ANCHOR BOLTS: I. TYPICAL SIZE AND SPACING SHALL BE 1/2" cP WITH A MINIMUM OF 7" EMBED INTO THE FIRST CONCRETE POUR. BOLTS SHALL BE SPACED AT 72" O.G. MAX FOR SINGLE STORY AND 48" O.G. MAX FOR TWO STORY BUILDINGS. 2. PLATE WASHERS A MINIMUM SIZE OF 3"X3"X0.221" SHALL BE USED ON EA. BOLT. 3. FOUNDATION SILL SHALL BE BOLTED TO THE FOUNDATION OR FOUNDATION WALL AT ALL HOUSE AND GARAGE PERIMETER WALLS AND AT ALL INTERIOR SHEAR WALLS. 4. FOUNDATION SILL AT INTERIOR NON -SHEAR WALLS MAY USE SHOT PINS FOR CONNECTION TO SLAB. SHOT PINS MUST BE 0.140" SHANK DIAMETER WITH 0.300" HEAD DIAMETER AND WASHER AND A MINIMUM OF 2.5" LONG. 5. ALL SILL PLATES MUST HAVE A MINIMUM OF ONE ANCHOR BOLT WITHIN 12" OF EACH END, OR TWO BOLTS BETWEEN HOLDOWNS. 6. AS A REPAIR FOR MISPLACED OR MISSING ANCHOR BOLTS SIMPSON 5/8"X7" WEDGE -ALL ANCHORS MAY BE USED. THE ANCHOR MUST BE EMBEDDED A MINIMUM OF 4.5" INTO THE CONCRETE WITH AN EDGE DISTANCE OF 2.5". INSTALL ANCHORS PER MANUFACTURES SPECIFICATIONS. MASONRY NOTES I. ALL CMU SHALL HAV A SPECIFIED MINIMUM COMPRESSIVE STRENGTH OF Ig00 PSI ON NET AREA AT 28 DAYS f'm = 1500 PSI. 3 CELL BLOCK SHALL NOT BE USED. 2. ASTM G270 TYPE S MORTAR SHALL BE USED. 3. ALL REINFORCED CELLS SHALL BE FILLED WITH 2000 PSI CONCRETE GROUT. ALL MASONRY BELOW GRADE SHALL BE GROUTED SOLID. 4. VERTICAL CELLS TO BE FILLED SHALL HAVE VERTICAL ALIGNMENT SUFFICIENT TO MAINTAIN A CLEAR UNOBSTRUCTED CONTINUOUS VERTICAL CELL NOT LESS THAN 2" X 3" IN PLAN DIMENSIONS. 5. FOUNDATION DOWELS WITH STANDARD HOOKS SHALL EXTEND INTO THE FOUNDATION 4" FROM THE BOTTOM OF THE FOUNDATION OR cl" MINIMUM, WHICHEVER IS GREATER, UNLESS NOTED OTHERWISE. LAPS OR SPLICES OF REINFORCING STEEL IN MASONRY SHALL BE 2'-O" OR 48 BAR DIAMETERS IN LENGTH, WHICHEVER IS GREATER. FOUNDATION DOWELS SHALL MATCH THE SIZE AND SPACING OF THE VERTICAL WALL REINFORCING. 6. CONTINUOUS KNOCK OUT BOND BEAMS SHALL BE PROVIDED AT THE FIRST COURSE ABOVE FINISHED FLOOR OR GRADE. AT THE TOP OF ALL CMU WALLS AND INTERMEDIATELY AT 4'-0" O.G. MAX. BOND BEAMS SHALL BE REINFORCED WITH (2) #5 CONT. AND GROUTED SOLID. CORNER BARS SHALL BE PROVIDED AT ALL CORNERS AND WALL INTERSECTIONS. 7. VERTICAL WALL REINFORCING SHALL EXTEND CONTINUOUSLY FROM THE TOP OF FOUNDATION TO EMBED AT LEAST 6" INTO THE TOP OF WALL BOND BEAM. 8. ADDITIONAL VERTICAL WALL REINFORCING SHALL BE PROVIDED AS FOLLOWS. BAR SIZES SHALL MATCH THE TYPICAL WALL REINFORCING USED IN THE WALL AND SHALL EXTEND FROM FOUNDATION TO TOP OF WALL. cf. CORNER BLOCKS SHALL BE INTERWOVEN BETWEEN INTERSECTING WALLS. 10. EVERY PIER OR WALL SECTION WHOSE WIDTH IS BETWEEN 1'-4" AND 3'-0" SHALL HAVE HORIZONTAL SHEAR STEEL IN THE FORM OF TIES, SEE (2/51). 11. UNLESS NOTED OTHERWISE PROVIDE ADDITIONAL (1) #5 REINF. ALONG SIDES, TOP AND BOTTOM OF ALL CMU WALL OPENINGS GREATER THAN 12" SQUARE. EXTEND REINFORCING 24" BEYOND OPENING. 12. HORIZONTAL WALL REINFORCING SHALL BE AS FOLLOWS, UNO: 8" CMU EXTERIOR........................................................................ #4 © 24" O.G. PERMIT # C3UTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE DATEi_16_1 I--, 13Y__. ---- N IL J ZZ uu.11 �_v< Z J[Q< IL <0w=W� WOE jpz Z2VpCp21- y p001--wox - F -d JoLIOOzC zzF-�� �} z�v0�-�fY��I.�1 1-dWQrZa/J-OLLXw< IL? WQ1L1012►�=<OQwLwxO—a0 z=-I_tDC u7�W0 00 ZOL0KOOVz6pozzQQ Oma}-wzooww=ww�<z I-<u�u�p..ww = zwmt� �`�=ON4�N3ov ouxzQEzw "Lz E -z_ _ ZOL ZF-pQIXZt11Q�jOCQ% W Wolko)° 1� §nen <_n<o 1) 4 z TE 0ily t-,\) LL] } w T_ 4 NCHO ENO. JOB: I-7-008 DRAWN BY: RPP GKD.BY: JPH DATE: OI/I�/17 REVISION: O Df;ZAK NO NUMBER z 0ily w LLJ� � v v wOL �iLL] LLI q) Emm O O r r L _j OL Lup- O OL X6 1L U) NCHO ENO. JOB: I-7-008 DRAWN BY: RPP GKD.BY: JPH DATE: OI/I�/17 REVISION: O Df;ZAK NO NUMBER POST OR COLUMN HOLDOWN OR FLR-FLR STRAP ANCHOR BOLT, 2 -POUR 1. ANCHOR BOLT, MONO -POUR 2. SEE SHEET S1 FOR STRUCTURAL NOTES & SHEET S2 FOR TYPICAL FOUNDATION DETAILS. 3. ALL DIMENSIONS ARE TO FACE OF STUD OR WALL, OR CENTERLINE OF COLUMN, UON. 4. CONTRACTOR SHALL VERIFY ALL DIMENSIONS SHOWN WITH THE ARCHITECTURAL PLANS AND VERIFY INFORMATION WITH SOILS REPORTIF ONE EXISTS, PRIOR TO ANY EARTHWORK. 5. DESIGN LOADS: DL = 15 psf LL = 40 psf (reducible) INDICATES SHEAR WALL MARK, SEE SHEAR LL SCHEDULE IF APPLICABLE. INDATION NOTES pCRMIT # SERVICE BUTTE COUNTYREvINED FOR CODE C(JMpL.IANCE r- ISSUE DATE 01/30/17 DRAWN BY JDF CAL1€��,,�P JPH FOUNDATION 1/4" = V-0" 0 0 Tri Mission Company ERAL CO Tri Mission STP �� Com any 9�0 1 CL# 09 class 'B' JIx Ren. 03/31/2018 9TF OF C p\F0Q 1133 Gray Ave Ste A Yuba City CA 95991 PH: 530.534.0800 FAX: 530.534.0888 jford@trimissionco.com CLIENT BOB HAYES 11 OAKCREST DRIVE OROVILLE CA 95966 PLAN IDENTIFICATION SHEET TITLE FOUNDATION SHEET INFORMATION ISSUE DATE 01/30/17 DRAWN BY JDF CHECKED BY JPH PROJECT # - 0 L0 CF) 0 a U W � J J 00 0 cc 0 ccc 1-- U) W �] U � a Q o T T PLAN IDENTIFICATION SHEET TITLE FOUNDATION SHEET INFORMATION ISSUE DATE 01/30/17 DRAWN BY JDF CHECKED BY JPH PROJECT # - JA REVISIONS # I Description I Date SHEET NUMBER S2.1 BOUNDARY NAILING FRIEZE BI 2X12 FRIEZE B( A35 @ EA. FRIEZE BLI 8" CMU WALL PER PL -IV 4. TRUSS LER M.B. @ 48"o.c. w/ PLATE WASHER 2 ROOF FRAMING NOTES 1. SEE S1 SHEET FOR TYPICAL STRUCTURAL NOTES & S2 FOR TYPICAL FRAMING DETAILS. 2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS SHOWN WITH THE ARCHITECTURAL PLANS. 3. ALL LINTELS SHALL HAVE A DEPTH OF 12" w/ (2) #5 BARS @ BTM WITH 3" CLEARANCE TYP. U.N.O. SEE WALL ELEVATIONS FOR MORE INFORMATION. 4. USE 1/2" OR 15/32" APA RATED OSB SHEATHING, EXTERIOR GLUE (32/16). ATTACH WITH 8d's @ 6"oc AT PANEL EDGES AND AT DIAPHRAGM BOUNDARIES OVER BEARING WALLS, 8d's @ 12"oc IN THE FIELD. PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE DATE V. CALIFa�`� ROOF FRAMING 1/4" = 1'-0" Tri Mission Company G�NERAL CO ti Tri Mission T9 Com any 9c'� 0 0 1 CL# 09 class 'B' d� Ren. 03/31/2018 \P ���� OF CALAFOP 1133 Gray Ave Ste A Yuba City CA 95991 PH: 530.534.0800 FAX: 530.534.0888 Ifor trim issionco.com CLIENT BOB HAYES 11 OAKCREST DRIVE OROVILLE CA 95966 PLAN IDENTIFICATION SHEET TITLE ROOF FRAMING SHEET INFORMATION ISSUE DATE 01/30/17 DRAWN BY JDF CHECKED BY JPH PROJECT # L0 D 0) Q U W D � IEE � O 4 � LLQ LLJI U � Y a O 1"' PLAN IDENTIFICATION SHEET TITLE ROOF FRAMING SHEET INFORMATION ISSUE DATE 01/30/17 DRAWN BY JDF CHECKED BY JPH PROJECT # JA REVISIONS # I Description I Date SHEET NUMBER S2.2 1 2 2 -#5 n GRID B WALL ELEVATION B 1 -#5- 1 -#5- 2 -#5 A I _ +16'- 4" T.O. CMU 1T�- ISSUE DATE 01/30/17 DRAWN BY JDF CHECKED BY JPH -, - a � 0 a - _ J 00 O IA. O 7r T I (Q F— W ' cc U E[FrI #4@2'-0"(I) '�7 O T T � / #5 I STIRRUPS AT 2- 2 -#5 \\ 2-#5 2-#5 16"o.c. @ LINTEL #4@2'-0"(1) \ \ STIRRUPS AT _ LINTEL PER PLANS \ / #4 @ 2'- 0"(1) \ \ / 1 -#5 \ LINTEL PER PLAN 1 -#5 \ / \ 1 45 \ 1 / max\ 1 \ -#5 / 1 -#5 \ / \\ i/ 145 1 -#5 XX \\ 1 45 \ I / / \ /1 45\ // \ 1 #5 F_: $ I I — F— �l — ( � 71 11 °d° ._. . a i n GRID 1 WALL ELEVATION U 1 /4" = 1 '-0" 2 -#5 1 —1 -#5 _ +0'-0° FLOOR PLAN _+16'-4" T.O. CMU -#5 _ +0' - 0" _OOR PLAN n GRID A WALL ELEVATION U1/411 = 1'-0" 45 PERMIT # BUTTE COUNTY DEVELOPMENT SERMCES REVIEWED FOR CODE COMPLIANCE �y l ___ �-.— �6�TE.by A - - _ +0'-0" LOOR PLAN I r �- rl0 0 rt:::: Tri Mission Company ERAL CO Tri Mission �T9 �= Com any 9�0 1 C L# 09 Class 'B' Ren. 03/31/2018\P T� OF CAQFC� 1133 Gray Ave Ste A Yuba City CA 95991 PH: 530.534.0800 FAX: 530.534.0888 jford@trimissionco.com CLIENT BOB HAYES 11 OAKC3EST DRIVE OROVILLE CA 95966 ISSUE DATE 01/30/17 DRAWN BY JDF CHECKED BY JPH -, - a � 0 a - _ J 00 O O 7r T I (Q F— W cc U Q '�7 O T T #5 \\ 2-#5 2-#5 #4@2'-0"(1) \ \ STIRRUPS AT _ ' \ 16 o.c. @LINTEL' \ / \ \ / 1 -#5 \ LINTEL PER PLAN 1 -#5 \ / 1 -#5 XX \\ 1 45 \ I / / \ // 1 #5 / \ 1 45 / \ d e a ° m .e e` °. - n - ° e .' ... -. : o° ,• - - -. ". 7 e e ° - a Q • d° n GRID A WALL ELEVATION U1/411 = 1'-0" 45 PERMIT # BUTTE COUNTY DEVELOPMENT SERMCES REVIEWED FOR CODE COMPLIANCE �y l ___ �-.— �6�TE.by A - - _ +0'-0" LOOR PLAN I r �- rl0 0 rt:::: Tri Mission Company ERAL CO Tri Mission �T9 �= Com any 9�0 1 C L# 09 Class 'B' Ren. 03/31/2018\P T� OF CAQFC� 1133 Gray Ave Ste A Yuba City CA 95991 PH: 530.534.0800 FAX: 530.534.0888 jford@trimissionco.com CLIENT BOB HAYES 11 OAKC3EST DRIVE OROVILLE CA 95966 PLAN IDENTIFICATION SHEET TITLE WALL ELEVATIONS SHEET INFORMATION ISSUE DATE 01/30/17 DRAWN BY JDF CHECKED BY JPH PROJECT # - a � 0 a J 00 O O (Q F— W cc U Q '�7 O T T PLAN IDENTIFICATION SHEET TITLE WALL ELEVATIONS SHEET INFORMATION ISSUE DATE 01/30/17 DRAWN BY JDF CHECKED BY JPH PROJECT # - 0 REVISIONS # I Description I Date SHEET NUMBER