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HomeMy WebLinkAboutB16-1637 000-000-000r Residence Foundation 3081 8th Street Biggs, CA Calculation Prepared by: H. James Oki Engineering 542 Messick Road Yuba City, California 95991 Lim BUTTE COUNTY OCT Q 3 2616 DEVELOPMENT SERVICES Essio�, E S� �10•C041591 EXP. 12-31.r �TF civ - OF C*-�F/ 06 PERMIT ------ BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR f\APLIANCE C 0.1 0 DATE i P T Pz 542 MESSICK ROAD rbb ject Residence Foundation YU13A CITY9 CALIFORNIA 95991 B iggs, CA ., 530.674.7755 530.674.7799 FAX -• HJO no. 91 6.21 3.1 754 CELL H. NAMES OKI ^ I date 8/23/2076 ENGINEERING H-JAME6-t]KI-ENC3fNEERINQ`wONEMAIN.CDM DESIGN LOADS Floor Load Flooring ................ (C a rp e t) ...................... 1.0 Sheathing ............. (3 / 4" T&G Plywood)..... 2.3 Framing ............... (2x8 @ 16"oc) .............. 2.2 Insulation ............. (R30) ...... . . . . . . . . . . . . . . . . . . . 1.5 Meth, Elec, etc...... (Meth, Elect, etc)......... 1.5 Miscellaneous....... (Miscellaneous)............ T•5 DL LL Wall We hts Interior Walls......... (Wood Stud w / Gyp) ..... Exterior Walls ........ (Wood Stud w / Stucco) . Design Code 2013 CBC Soils Criteria Table 7806.2 of the CBC Allowable bearing: D+L = D+L+Lateral= 10.0 psf 40.0 psf 10.0 psf 75. 0 psf 1500 psf 2000 psf H. JAMES OKI ENO1NEERINa FLOOR NG WA 542 MESSICK ROAD YUBA CITY, CALIFORNIA 95991 530.674.7755 530.674.7799 FAX 91 6.213.1754 cELL H,JAMES•OKI-ENG iNEERtNG@ONEMAIN.COM project Residence Foundation Biggs, CA by HJO date 8/2 3/20 76 no. -7 117i7 2X8 JOISTS CI16"O.C.so I�I�i�l�i�ifllr 2 I r I i I I ;_ J ' H. JAMES OKI ENO1NEERINa FLOOR NG WA 542 MESSICK ROAD YUBA CITY, CALIFORNIA 95991 530.674.7755 530.674.7799 FAX 91 6.213.1754 cELL H,JAMES•OKI-ENG iNEERtNG@ONEMAIN.COM project Residence Foundation Biggs, CA by HJO date 8/2 3/20 76 no. -7 117i7 2X8 JOISTS CI16"O.C.so I�I�i�l�i�ifllr 2 I r I i I I ;_ ok 542 MESSICK ROAD project Residence Foundation F/P-7 YUdA CiTY� CALIFORNIA 95991�� � Beggs,A 530.674.7755 530.674.7799 Fax by HJO 9 1 5.21 3.1 7 54 ccLL H. JAMES OKI .... ENGI..N.. E .. E .. R .. I .1 NG H -JAM ES -O K1•ENGiNEERtNCi@ONEMAIN.COM date 8/23/2016 FLOOR Timber Beam -Uniform Load FJ -1. L = 6.0 ft W = (10D + 40L)(1.331) + 3 = V= wU2 = 210 Ib M= WL z = 8 req req req 1.5V F'v M(l2'%') F' b 5 wL° 384 E 0 Timber Beam- - Uniform Load Girder w= (10D + 40L)(6) + 5 = V= req S - req — req 3.3 in 2 3.2 in 3 4 in 4 L = 70 plf 315 ft -Ib no. 3 C(D) = 7.00 C(F) = 1.20 DF No. 1 F„ = 95 F'„ = 95 Fb = 1000 F'b = 1200 E = 1700000 A: L / 240 2x8 DF No. 1 A 10.91 S = 13.1) 47.6 6. 0 ft wU2 = 915 Ib M= WL Z = 8 1. 5V Flv M(1 2 7) _ r-" b 5 wL 4 384 E 0 Spread Footing -F-1 P [(10D + 40L)(6)](6) = 1800 Ib AREQ 1500 psf C(D) = 1.00 C(F) = 1.30 305 plf 13 73 ft -lb DF No. I 14.4 in 2 Fv = 95 F' v = 95 12.7 in 3 Fb = 1000 F'b = 1300 E = 1700000 A: Ll 240 17.4 in 4 1.20 ft 2 4x6 DF No. 1 A=19.3, S=17.6,1=48.5 7 800 Ib F1'-6" square x 12" deep w / 2 - #3 Bars Each Way FLOOR 'r"I L mCfIirkfuK n(.-IAr) YLJripi �.OITYt CALIFORNIA 'fix rJ9'3 H -j A*0(!,V•'�Kd^�:1^Y33i1tv4ii:l::t?t!iE,$'�:t��:�!^.�C:!"!61'i!�;.3:13!•4 project Residence Foundation Biggs. CA by H,�0 date 8I2312016 no. 3 Timber Beam - Uniform Load FJ - 7 L = 6. 0 ft C(D) = 1. 00 C,/F1 1.20 w = (90D + 40L)(9.33) + 3 = 70 plf W. — 315 ft -Ib V= wU2 = 210 Ib M= 8 DF No. 7 gre4= 1.5V = 3. 3 inz F = 95 F'„ = 95 M(12iT) 3 Fb = 1000 Ff b = 1200 S req Flb = 3.2 in E--- = 7700000 4: L / 240 5 WL 4 � 2x8 DF No. 1 req= = 4 i A=10.9,S=93.1,1=47.6 384 ED Timber beam - Uniform Load Girder L 4~ 6. 0 ft c(o) _ 1.00 C(F) = 7.30 w = (10D + 40L)(6) + 5 = 305 pff � � z `'— - V= wll2 = 9T5 !b N1= $ 1373 ft Ib — 1.5V DFWo. 1 A �Q_ F'v .- - 74.4 inZ F _ 9� FIv = 95 F6 = 1000 o = 1300 greq _ M� b�� = 72.7 in3 E OVA" 1700000 X700000 d: L / 240 a 4x6 DF'No. I- 5e4wL = 17.4 in 4 A 19.3- S = 17.6, 1 48.5 384 E4 _read Footing.fs-1 M�iellRrr��rL.Mil P"- f(IOD + 40L)(6)](6) 7 800 Ib AREo = 1500 psf = 1.20 ft2 BUTTE COUNTY SEP Q 7 2016 DEVELOPMENT SERVICES 1800 l " 6" square x1-2" deep 2 - #3 Bars, Each Way {( cw R�S;iEtbUNT`r�' { VE' OPMENTSERVICES REVIEWED FOR CODE COMPLIANCE 7FTE GENERAL ALL PLANS ARE THE PROPERTY OF MUNDS DRAFTING AND DESIGN AND " SHALL NOT BE REPRODUCED WITHOUT EXPRESS WRITTEN PERMISSION. ALL WORK PERFORMED ON THIS PROJECT SHALL CONFORM THE THE REQUIREMENTS OF THE FOLLOWING CODES AND ORDINANCES: 2013 CALIFORNIA BUILDING CODE 2013 CALIFORNIA RESIDENTIAL CODE 2013 CALIFORNIA MECHANICAL CODE 2013 CALIFORNIA PLUMBING CODE , 2013 CALIFORNIA ELECTRICAL -COD 2013 CALIFORNIA ENERGY CODE 1 2013- CALIFORNIA -GREEN"BUILDING CODE 2013 CALIFORNIA ADMINISTRATION CODE AND ALL APPLICABLE LOCAL CODES AND ORDINANCES IT IS THE RESPONSIBILITY OF THE OWNER/CONTRACTOR TO REVIEW ALL PLANS AND CONSTRUCTION DOCUMENTS PRIOR TO CONSTRUCTION. IF A LACK OF UNDERSTANDING ANY PHASE OF THE CONTRUCTION EXIST'S OR ANY ERRORS OR OMMISSION ON, THE PLANS ARE NOTED, THE DESIGNER MUST BE NOTIFIED AND CORRECTION MADE --PRIOR TO -CONSTRUCTION. SCOPE OF WORK INTERIOR REMODEL OF EXISTING RESIDENCE. NO CHANGE IN FOOTPRINT. REPLACE EXTERIOR STUCCO, REPLACE ALL WINDOWS AND REWORK READ AREA FOUNDATION. NO CHANGE TO EXISTING COMP. SHINGLE ROOF. REMOVE & REPLACE ALL DRYWALL, INSULATION, PLUMBING FIXTURES, ELECTRICAL, ADD LAUNDRY RM AND MASTER BEDROOM AND BATH AT REAR AREA. REMOVE AND REPLACE (E) INTERIOR WALLS IN SAME LOCATION WITH THE EXCEPTION OF THE FRONT WALLS OF THE FRONT BATH AND FRONT BEDROOM. ADD SUPPORTS AT SAGGING ROOF AREA TO WALL AT BEDROOM 3 AND REVISE FLOOR FRAMING AT (N) BEARING WALL. ADD FLOOR AND ATTIC VENTS PER CODE. BUILDING INFORMATION OCCUPANCY GROUP R3 TYPE OF CONSTRUCTION VB CONDITIONED AREA -____--_-_-- 1062 SQ FT GARAGE ----------------- - N/A__SQ -V COVERED ENTRY: - _ - - - _ _ _ _ _ - 42 SQ FT UNCOVERED DECK: - _ _ _ _ _ _ _ _ N/A ' SQ FT TOTAL DECK AREA: -___-------__ N/A SQ FT STRUCTURAL DESIGN INFORMATION 1. ROOF LIVE LOAD______________ 20 PSF 2. ROOF DEAD LOAD______ 22 PSF 3. FLOOR LIVE LOAD_____________ __ PSF 4. FLOOR DEAD LOAD_______ __ PSF 5. SNOW LOAD_________________ N/A PSF 6. WIND SPEED(3 SECOND GUST) ------ 110 MPH 7. WIND EXPOSURE---- C 8. SEISMIC DESIGN CATEGORY_____ D 9. SOIL SITE CLASSIFICATION_____ D FRAMING SILL PRESSURE TREATED HEM/DOUG. FIR STUD/PLATE/BLOCKING 2/STANDARD AND BETTER DOUGLAS FIR JOIST/RAFTER/HEADER 1 AND BETTER DOUGLAS FIR EXPOSED TIMBERS 1 FOHC DOUGLAS FIR MANUFACTURED BEAMS TRUSS JOIST OR EQUAL WALL SHEATHING 3/8" CDX PLYWOOD/ OSB ROOF SHEATHING 15/32" CDX PLYWOOD/ OSB EAVES 1/2" CCX P&TS/ OSB SOFFITS RS PLY/STUCCO TRIM RS KD SPRUCE/STUCCO FRAMING HARDWARE SIMPSON STRONG TIE OR EQUAL TRUSS MANUFACTURE TO PROVIDE ENGINEERING FOR ASSEMBLED ROOF FRAMING. INDEX OF PAGES COVER/SITE SHEET A-0 BUTTE ELEVATIONS SHEET A-1 COUM T EXISTING FLOOR PLAN SHEET A-2 SEP 0 7 20 C,7 PROPOSED FLOOR PLAN SHEET A-3 DEVELOPMENT' FOUND/ROOF PLAN SHEET A-4 SERVICES CROSS SECTIONS SHEET A-5 MI6-166"� BRACED WALL PLAN SHEET BW -1 DETAILS SHEET D-1 ELECTRICAL PLAN SHEET E-1 PLUMBING PLAN SHEET P-1 SITE PLAN SHEET 11 X17 ENERGY REQUIREMENTS INSULATION: WALLS = R-13 ROOF = R-38 FLOOR = R-19 GLAZING: TOTAL PERCT.= ----% U -VALUE= 0.40 WATER HEATER: SIZE= 50 GAL TYPE= GAS ENERGY FACTOR= HEATING AFU E: _ COOLING SEER: NONE 3 SITE NOTES 1. CONTRACTOR SHALL RECOGNIZE AND NOTIFY DESIGNER IF CLAYS OR SOILS NOT SUITABLE FOR CONSTRUCTION ARE PRESENT. CONSTRUCTION SHALL NOT CONTINUE WITHOUT APPROVAL OF THE, DESIGNER. 2. THE CONTRACTOR AND/OR OWNER SHALL BE RESPONSIBLE FOR ESTABLISHING AND MAINTAINING ALL PROPERTY LINES AND CORNERS AND SHALL ENSURE THAT CONSTRUCTION IS WITHIN ALL APPLICABLE SETBACKS AND EASEMENTS. CONTRACTOR TO VERIFY ALL CONDITIONS INDICATED ON THESE PLANS. 3. THE ENTIRE AREA TO BE COVERED BY STRUCTURES SHALL BE STRIPPED TO A SUFFICIENT DEPTH TO REMOVE SURFACE VEGETATION, ETC. 4. ALL GRADING SHALL CONFORM TO LOCAL GRADING ORDINANCES. GRADE AROUND STRUCTURE TO PROVIDE MINIMUM 2% DRAINAGE AWAY FROM THE BUILDING. CONNECT ROOF DRAINS / DOWN SPOUTS TO UNDERGROUND 4" PVC PIPE AND DRAIN TO STREET OR SUMP HOLE. 5. BEFORE POURING CONCRETE, ALL FORMS SHALL BE CLEARED OF DEBRIS AND DRIED OF ANY STANDING WATER. 8TH STREET CENTER LINE SCALE: 1 "=10' OWNER: PATRICK DUSTIN 9797 RICHMOND WY LIVE OAK, CA. 95953 JOB SITE: 3081 8TH STREET BIGGS, CA APN 001-166-007 w U Z W w I, 1` Cn nn„�li Iilk o rr �;rrt�t�u�l N PERMIT #_ 9 16 —1 BUTTE COUNTY DEVELOPMENT SERVICE REVIEWED CODEC MPL AONCE DATE MUNDS DRAFTING & DESIGN SERVICES P.O. BOX 36111 YUBA CITY, CA 95992 PHONE: (530) 674-7800 mundsdraftina0amail.com ENGINEER OF RECORD NAME—ADDRESS—PHONE DRAWING TITLE REVISIONS NO. DESCRIPTION DAVE Q PLAN REVIEW 8-12-16 PROJECT REMODEL EXISTING RESIDENCE. REMOVE & REPLACE ANY IMPROPER CONSTRUCTION AND ALL WEATHERED OR DRY ROT DAMAGE. ORIGINAL FOOT PRINT IS NOT TO CHANGE. PROJECT ADDRESS 3081 8TH STREET BIGGS, CA PROJECT CONTACT JUAN DUENAS (530) 300-0450 NOTICE: As an instument of service, this drawing Is the property of Munds Drafting and Design Services and may be used only for this project Modifications to this drawing may be made only by Munds Drafting and Design Services or the Engineer of Record when applicable. NOTICE: Obtaining estimates for the cost of materials and or labor from plans that have not been approved by the local authorizing agency is not recommended. Changes may occur during the plan check phase that can impact the cost of materials and labor. Munds Drafting and Design Services assumes no responsibility for Inaccurate estimates due to changes in the plans before or after approval. WGU Z” DATE DRAWN BY JACK MUNDS SIGNA�R( SCALE SHEET A- 0 SHEET I® .fes' / L ✓. fi * N, \ \, MUNDS DRAFTING & DESIGN SERVICES P.O. BOX 36111 YUBA CITY, CA 95992 PHONE: (530) 674-7800 mundsdraftina0amail.com ENGINEER OF RECORD NAME—ADDRESS—PHONE DRAWING TITLE REVISIONS NO. DESCRIPTION DAVE Q PLAN REVIEW 8-12-16 PROJECT REMODEL EXISTING RESIDENCE. REMOVE & REPLACE ANY IMPROPER CONSTRUCTION AND ALL WEATHERED OR DRY ROT DAMAGE. ORIGINAL FOOT PRINT IS NOT TO CHANGE. PROJECT ADDRESS 3081 8TH STREET BIGGS, CA PROJECT CONTACT JUAN DUENAS (530) 300-0450 NOTICE: As an instument of service, this drawing Is the property of Munds Drafting and Design Services and may be used only for this project Modifications to this drawing may be made only by Munds Drafting and Design Services or the Engineer of Record when applicable. NOTICE: Obtaining estimates for the cost of materials and or labor from plans that have not been approved by the local authorizing agency is not recommended. Changes may occur during the plan check phase that can impact the cost of materials and labor. Munds Drafting and Design Services assumes no responsibility for Inaccurate estimates due to changes in the plans before or after approval. WGU Z” DATE DRAWN BY JACK MUNDS SIGNA�R( SCALE SHEET A- 0 SHEET I® SCALE: 1/4"=l'—O" COMPLY W/ 2013 CRC R408.4 �. ELEVATION (WEST) SCALE: 1/4"=1'—O 3 -COAT STUCCO FINISH PROVIDE G.I. WEEP SCREED ® FOUND. PLATE LINE 4" ABV GRADE OR 2" ABV CONC. DETAIL 4 SHEET A-3.4� t4 jt< 2013 CRC R703.6.2.1.. �R ELEVATION (NORTH .-- sq ft SCALE: 1/4"=1'—O TION SOUTID SCALE: 1/4"=l'—O" 8 PERMIT#e2 1 (,3 - [ k? --19 BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE —ATF 71 BY %!.✓�J; J%l ` '... / /\ if !nr''�,'A%/`\I_ MUNDS DRAFTING & DESIGN SERVICES P.O. BOX 3611 YUBA CITY, CA 95992 PHONE: (530) 674-7800 mundsdrafting@gmail.com ENGINEER OF RECORD NAME—ADDRESS—PHONE DRAWING TITLE REVISIONS NO. DESCRIPTION DATE PLAN REVIEW 8-12-16 PROJECT REMODEL EXISTING RESIDENCE. REMOVE & REPLACE ANY IMPROPER CONSTRUCTION AND ALL WEATHERED OR DRY ROT DAMAGE. ORIGINAL FOOT PRINT IS NOT TO CHANGE. PROJECT ADDRESS 3081 8TH STREET BIGGS, CA PROJECT CONTACT JUAN D U ENAS (530) 300-0450 NOTICE: As an Instument of service, this drawing Is the property of Munds Drafting and Design Services and may be used only for this project Modifications to this drawing may be made only by Munds Drafting and Design Services or the Engineer of Record when applicable. NOTICE: Obtaining estimates for the cost of materials and or labor from plans that have not been approved by the local authorizing agency is not recommended. Changes may occur during the plan check phase that can impact the cost of materials and labor. Munds Drafting and Design Services assumes no responsibility for Inaccurate estimates due to changes In the plans before or after approval. JOB NO. DATE DRAWN BY JACK MUNDS SIG A` UR SCALE SHEET . 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Frl Q N g- y y C7 C)2 N > Z ►j Cl \ ';+ . ty ,•'' CD a FOUNDATION NOTES CONRETE REINFORCING NOTES: 1. ALL CONCRETE SHALL HAVE A MINIMUM 28 DAY STRENGTH OF 2,500 PSI. 1. REINFORCING STEEL SHALL CONFORM WITH ASTM A615, GRADE 60. STIRRUPS AND TIES MAY BE GRADE 40. 2. REINFORCING STEEL SHALL BE FABRICATED ACCORDING TO THE "MANUAL OF STANDARD PRACTICE FOR 2. CEMENT SHALL CONFORM TO ASTM C-150 TYPE 11 REINFORCING CONCRETE CONSTRUCTION". 3. CONCRETE AGGREGATES SHALL CONFORM TO ASTM C-33. 3. ALL DIMENSIONS SHOWN FOR LOCATIONS OF REINFORCING STEEL ARE TO FACE OF REINFORCING AND DENOTE CLEAR COVERAGE. TYPICAL MINIMUM COVERAGES ARE: 4. ALL REINFORCING STEEL SHALL BE ASTM A-615, GRADE 40 MINIMUM A. CAST AGAINST AND PERANENTLY EXPOSED TO EARTH.......................3" B. FORMED AND EXPOSED TO EARTH OR WEATHER± I (FS = 20,000 PSI) UNLESS OTHERWISE NOTED. #6 AND LARGER................................2" MINIMUM LAP SPLICE SHALL BE 40 dia. UNLESS OTHERWISE NOTED. #5 AND SMALLER .............................. 1-x" I C. NOT EXPOSED TO WEATHER NOR IN CONTACT WITH EARTH: PROVIDE 3" CLEAR BETWEEN REINFORCING STEEL AND EARTH AT ALL SLABS, WALLS AND JOISTS ............... Y4" CONDITIONS BEAMS, GIRDERS AND COLUMNS I 6. ALL FOOTINGS SHALL BE PLACED AGAINST FIRM UNDISTURBED SOIL 4. WELDED WIRE FABRIC SHALL CONFORM WITH ASTM A -1N BARS, 85 AND SPIRALS)......1-X�" 1 5. SPLICES IN CONTINUOUS REINFORCEMENT SHALL HAVE A MINIMUM LAP OF 40 BAR DIAMETERS AND SPLICES IN - I AT A DEPTH BELOW GRADE AS SHOWN IN THE DRAWINGS. ADJACENT BARS SHALL BE AT LEAST V-0" APRT. BARS MAY BE WIRED TOGETHER AT SPLICES OR LAPS. 7. ALLOWABLE SOIL BEARING VALUES OF 1,500 POUNDS PER SQUARE 6. DOWEL ALL VERTICAL REBR TO WALLS AND COLUMNS FROM FOUNDATIONS WITH THE SAME SIZE BAR AS SHOWN j ABOVE, MATCHING THE LOCATION AND SPACING. I FOOT WERE USED IN THE DESIGN OF FOOTINGS, UNLESS NOTED BY ENGINEER 7. ALL REBAR TO BE WELDED SHALL BE ASTM A706 STEEL AND SHALL BE CONTINUOUSLY INSPECTED BY A QUALIFIED j 8. WIRE FABRIC WHEN INDICATED ON THE PLANS SHALL CONFORM TO ASTM A-185. LABORATORY MILL CERTIFICATES SHOWING CHEMICAL ANALYSIS. ALL PREHEATING AND WELDING SHALL BE DONE IN ACCORDANCE WITH AWS STANDARDS. 9. SEE DRAWINGS FOR MISCELLANEOUS IRON AND STEEL, ETC. TO BE CAST IN 8. DRILL THRU STEEL BEAMS, COLUMNS AND PLATES TO PASS CONTINUOUS REINFORCING. CONCRETE, LOCATIONS OF FLOOR FINISHES AND SLAB DEPRESSIONS. TILE FLOOR AREAS SHALL BE SEPARATED FROM ADJACENT SLAB AREAS WITH A CONTROL OR DEEP JOINT. CONRETE NOTES: 10. PIPES MAY PASS THROUGH STRUCTURAL CONCRETE IN SLEEVES OR OTHER 1 • CONCRETE SHALL DEVELOP A MIN. ULTIMATE COMPRESSIVE LOGITTON A APPROVED METHOD, BUT MAY NOT BE EMBEDDED THEREIN. ATTIC 1062 STRENGTH OF 2500 PSI AT 28 DAYS IN ACCORDANCE 11. ALL HARDWARE SPECIFIED ON THE FOUNDATION PLAN SHALL BE SIMPSON WHERE: TOTAL (A) AREA OF ATTIC (SQUARE FEET) (B) A/150 = AREA OF VENTILATION REQUIRED (SQUARE FEET) WITH CALL CONCRETE SHALL BE CONSOLIDATED BY MECHANICAL VIBRATORS. STRONG -TIE UNLESS OTHERWISE NOTED. ALL FASTENERS USED ON THIS 2. ALL CONCRETE WORK SHALL CONFORM TO THE REQUIREMENTS A B C HARDWARE SHALL BE AS RECOMMENDED BY THE MANUFACTURER. 3 14X24 GABLE VENTS .58 OF THE CBC AND ACI STANDARD 318, LATEST ADITION, OF THE AMERICAN CONCRETE INSTITUTE UNLESS SHOWN OR NOTED 12. THE DISTANCE FROM THE CENTER OF THE HOLDOWN STRAP TO THE NEAREST TOTAL OTHERWISE ON THESE DRAWINGS. CONCRETE CORNER SHALL BE PER MANUFACTURER'S REQUIREMENTS 3. AGGREGATE SHALL CONFORM TO ASTM C-33. 4. CEMENT SHALL BE ASTM C-150, TYPE I OR 11. 13. ALL ANCHOR BOLTS SHALL BE ASTM A-307 5/8"X10" MINIMUM AND PLACED 5. REINFORCING STEEL SHALL BE DEFORMED CONFORMING TO 01ST 0 W\IN 9 INCHES OF ALL SPLICES, ENDS, AND CORNERS. THE MAXIMUM ANCHOR ASTM A-615 GRADE 40 U.N.O. BOLT OR MUDSILL ANCHOR SPACING SHALL BE 4'-0" ON CENTER UNLESS 6 WELDED WIRE FABRIC REINFORCEMENT SHALL CONFORM TO OTHERWISE NOTED.'4 PROVIDE 3X3X0.029" STEEL PLATE WASHERS. MINIMUM 7. ASTM A-185. WELDING OF REINFORCING STEEL SHALL BE PERFORMED ONLY ANCHOR BOLT EMBEDMENT SHALL BE 7 INCHES. REF. 2013 CRC602.11.1 WHERE INDICATED ON THE DRAWINGS AND SHALL BE IN j7 COMPLIANCE WITH ALL REQUIREMENTS OF THE REINFORCING 14. BOTTOM OF ALL FOOTING TRENCHES SHALL BE CLEAN AND , LEVEL STEEL WELDING SOCIETY. 15. FIBERMESH MAY BE SUBSTITUTED FOR THE SPECIFIED WELDED WIRE FABRIC. WIRE/FABRIC. 8• COVERAGE FOR REINFORCING BARS SHALL BE IN ACCORDANCE THE REQUIREMENTS OF THE CBC AND ACI STANDARD 318 16. VERIFY ALL DIMENSIONS WITH FLOOR PLAN. ANY DISCREPANCIES SHALL BE DP U.N.O. CALLED TO THE ATTENTION OF THE DESIGNER AND SHALL BE RESOLVED 9• LAP SPLICES FOR REINFORCING SHALL BE 40 BAR DIAMETERS OR 12" MIN. U.N.O. ON THE DRAWINGS. WIRE BARS TOGETHER BEFORE PROCEEDING IN THE WORK. AT LAPS OR SPLICES. HOOKS SHALL BE CBC STANDARD HOOKS', 17. WHERE 5/8"X10" ANCHOR BOLTS HAVE NOT BEEN PROPERLY LOCATED, USE U.N.O. 5/8" DIAMETER ALL -THREAD AND SIMP. SET EPDXY W\ 4 1/4" MIN. EMBEDMENT 10* CONCRETE SHALL BE AND ACI STANDARD 304�CED IN ACCORDANCE WITH ASTM C-94'' ATTIC VENnLAnoN CALCULATIONS PER 2013 CRC R806.1 AND R806.2 ATTIC VENTILATION REQUIRED: LOGITTON A B ATTIC 1062 7.08 _ SEE FOUNDATION NOTE #13. WHERE: TOTAL (A) AREA OF ATTIC (SQUARE FEET) (B) A/150 = AREA OF VENTILATION REQUIRED (SQUARE FEET) 7.06 AMC VENTILATION PROVIDED (VENT). A B C D 3 14X24 GABLE VENTS .58 1.74 17 258 RAFTER VENTS .33 5.61 TOTAL Z35 WHERE. (A) NUMBER OF VENTS PROVIDED (B) TYPE OF VENT (C) ( OME �) OF VENT (D) TOTAL NET FREE AREA (A*C=D) (SQUARE FEE() I I I I I I 1 I 1 I I I I I I I I I I I I I I I I I I I I 1 1 1 INSTALL PER MFR'S RQMTS. VERIFY INSPEC. RQMTS W/ BLDG. DEPT. 11. ALL EMBEDDED ITEMS SHALL BE PLACED ACCURATELY AND 18. WHERE 5/8"X12" ANCHOR BOLTS HAVE NOT BEEN PROPERLY LOCATED, USE SECURELY PRIOR TO BEGINNING CONCRETE PLACEMENT. 1 5/8" DIAMETER ALL -THREAD AND SIMP. SET EPDXY W/ 5" MIN. EMBEDMENT 12 IMPAIR RTHEIVN STAR NIGTH OF�THEBSTRUCTURE. SO AS NOT TO INSTALL PER MFR'S RQMTS. VERIFY INSPEC. RQMTS W/ BLDG. DEPT. 13. ALL GROUT SHALL BE NON-METALLIC NON -SHRINK GROUT. 19. FOUNDATION PLATES AND SILLS SHALL BE FOUNDATION GRADE PER 14. REINFORCING AND EMBEDMENT ITEMS SHALL BE FREE OF EXCESSIVE SCALE OR RUST, DIRT, GREASE, OIL OR ANY OTHER ' CRC 8317.1.2 SUBSTANCE THAT WILL IMPAIR BOND WITH CONCRETE. 20. PLUMBING FIXTURES SHOWN FOR REFERENCE ONLY - SEE FLOOR PLAN FOR 15. NO SPECIAL INSPECTIONS ARE REQUIRED. LOCATIONS 21. ANCHOR BOLTS, HOLDOWN ANCHORS, REINFORCING STEEL AND FORMS SHALL BE IN-PLACE AND AT JOB SITE LOCATION PER SECTION 108.5.2, UBC. ANCHOR UNDER FLOOR VENTILATION NOTES BOLTS AND HOLDOWN ANCHORS SHALL BE SET W/ TEMPLATES AS REQUIRED 1. PROVIDE A MINIMUM OF ONE SQ. FT. OF OPENING BY MANUFACTURER AND LOCAL JURISDICTION FOR EACH 150 SQ. FT. OF UNDERFLOOR AREA. NOTE: VERIFY WITH LOCAL JURISDICTION PRIOR TO FOUNDATION INSPECTION 2. ONE VENTILATION OPENING SHALL BE WITHIN 3 FT IF "WET SETTING" OF ANCHOR BOLTS IS ALLOWEDOF EACH CORNER OF THE BUILDING. 3. VENTILATION OPENINGS SHALL BE COVERED WITH ROOF VENTILATION NOTES CORROSION -RESISTANT WIRE MESH, WITH THE 1. PROVIDE A MINIMUM OF 22X30 OPENING INTO ALL ATTIC AREAS LEAST DIMENSION BEING Ys" THICK. 2013 CRC 8408.2 2. PROVIDE ATTIC VENTILATION IN ACCORDANCE WITH 2013 CRC R806, VENTILATION SHALL BE 1 SQ.FT. PER 150 SQ.FT. OF ATTIC AREA OR 1 SQ.FT. PER 300 SQ FT WHERE AT LEAST 50% OF THE REQUIRED VENTILATION IS LOCATED IN THE UPPER PORTION OF THE " UNDER FLOOR VEMILATTON CALCULATIONS PER 2013 CRC R406.2 UNDER FLOOR VEMILA71ON REQUIRED: LOCATION A B UNDER FLOOR 1062 7.08 _ SEE FOUNDATION NOTE #13. WHERE TOTAL (A) AREA OF FLOOR (SQUARE FEET) (8) A/150 = AREA OF VENTILATION REQUIRED (SQUARE FEET) 7.08 UNDER FLOOR VENTILATION PROVIDED (VENT): A B C D 1 187(24 "CRAWL HOLE VENT 1.60 1.60 10 268 FOUNDATION VENT .604 6.04 TOTAL 7.64 WHERE- HERE(A) NUMBER OF VENTS PROVIDED (A) (B) TYPE OF VENT (C) NET FREE AREA OF VENT (SQUARE FEET) (D) TOTAL NET (SQUARE FEET AREA (A*C=D) 1 1 1 1 1 1 I I 1 1 I I I I I I I I I I I 1 1 -------------------- A I I IU /14", 1 SE %"X10" ANCHOR BOLTS 0 4' O.C. _ SEE FOUNDATION NOTE #13. 1 X8 01ST 0 6"0. j7 6 GI DER 8"SQ. X 12 DP V 2 _ I I --------------------------- ---- --- ---- ---- --- ----i 3 (N)BEARING WALL ABOVE- 1 (N) ADDED JOIST. STICH NAIL I I TO (E) JOIST W/ 10d 0 12- O O.C. STAGGERED T& j 2X8 FLR JOIST 0 24"O.C. j E) FLR JC STS -J ------------------------------------------ ----- I I EXISTING RAISED FOUNDATION 2X8 FLR I JOIST 0 24 O.C. I L---------------------------------- I --L ------ ATTIC AND 36 ABOVE THE LAVE VENTS. PROVIDE CROSS VENTILATION 3. EAVE AND GABLE VENTS SHALL BE PROTECTED BY 1/4 - CORROSION - RESISTANT /4"CORROSION-RESISTANT WIRE MESH FOUNDATION/FLOOR FRAMING PLAN EDTTOr,;1 PLATE(^11!!_ PER. S\`/ SrH,_`.D.)_ . V. PER 'S�Af : CI IED R lvl CAST-- E. -ER T) SCHED. EXT. %','A.LL STUD va N -L F E_R 'S'C' -SUP Ll..COP PLY =1 all ; 14 REBAIR T&D 18' � P,:': �� •�1. ° 1 1 EXTERIOR WALL FOOTING r �0 w� SIDE VIEVil -43 P;NPS E4,CH 2 I TYPICAL PIER DETAIL Ll_ NF'A'' 2 X 8 SCALE: Y4"=1'-0" I 3 I LEDGER DETAIL ROOF PLAN (NO CHANGE TO EXISTING) STUD SCREI SILL FOUNDATION SCALE: Y4"=1' -O" MUNDS DRAFTING & DESIGN SERVICES P.O. BOX 3611 YUBA CITY, CA 95992 PHONE: (530) 674-7800 mundsdraftinge-amail.com ENGINEER OF RECORD NAME -ADDRESS -PHONE DRAWING TITLE REVISIONS NO. DESCRIPTION DATE '71 PLAN REVIEW 18-12-161 PROJECT REMODEL EXISTING RESIDENCE. REMOVE & REPLACE ANY IMPROPER CONSTRUCTION AND ALL WEATHERED OR DRY ROT DAMAGE. ORIGINAL FOOT PRINT IS NOT TO CHANGE. PROJECT ADDRESS 3081 8TH STREET BIGGS, CA PROJECT CONTACT JUAN DUENAS (530) 300-0450 NOTICE: As an Instument of service, this drawing Is the property of Munds Drafting and Design Services and may be used only for this project Modifications to this drawing may be made only by Munds Drafting and Design Services or the Engineer of Record when applicable. NOTICE: METAL Obtaining estimates for the cost of materials and or labor from plans that have not been approved by the local authorizing agency Is not recommended. LATHE Changes may occur during the plan check phase that can impact the cost of materials and labor. Munds Drafting and Design Services assumes no responsibility for Inaccurate estimates due to changes In the plans before or after approval. _ BUILDING JOB NO. PAPER DATE - STUCCO DRAWN BY PERMIT # JACK MUNDS BUTTE COUNTY DEVELOPMENT SERVICES -SIG E REVIEWED FOR CODE COMPLIANCE �4TE�-�f�� BYZ SCALE FOUNDATION SHEET WEEP SCREED SPRING-TITE FLANGE A-4 4 EP SCREED DETAIL W SHEET /14", MUNDS DRAFTING & DESIGN SERVICES P.O. BOX 3611 YUBA CITY, CA 95992 PHONE: (530) 674-7800 mundsdraftinge-amail.com ENGINEER OF RECORD NAME -ADDRESS -PHONE DRAWING TITLE REVISIONS NO. DESCRIPTION DATE '71 PLAN REVIEW 18-12-161 PROJECT REMODEL EXISTING RESIDENCE. REMOVE & REPLACE ANY IMPROPER CONSTRUCTION AND ALL WEATHERED OR DRY ROT DAMAGE. ORIGINAL FOOT PRINT IS NOT TO CHANGE. PROJECT ADDRESS 3081 8TH STREET BIGGS, CA PROJECT CONTACT JUAN DUENAS (530) 300-0450 NOTICE: As an Instument of service, this drawing Is the property of Munds Drafting and Design Services and may be used only for this project Modifications to this drawing may be made only by Munds Drafting and Design Services or the Engineer of Record when applicable. NOTICE: METAL Obtaining estimates for the cost of materials and or labor from plans that have not been approved by the local authorizing agency Is not recommended. LATHE Changes may occur during the plan check phase that can impact the cost of materials and labor. Munds Drafting and Design Services assumes no responsibility for Inaccurate estimates due to changes In the plans before or after approval. _ BUILDING JOB NO. PAPER DATE - STUCCO DRAWN BY PERMIT # JACK MUNDS BUTTE COUNTY DEVELOPMENT SERVICES -SIG E REVIEWED FOR CODE COMPLIANCE �4TE�-�f�� BYZ SCALE FOUNDATION SHEET WEEP SCREED SPRING-TITE FLANGE A-4 4 EP SCREED DETAIL W SHEET 1. EXISTING ROOF FRAMING 2. ROOF SHEATHING 3. FASCIA GUTTER 4. )8'" OSB WALL SHEAR PANELS 5. EXTERIOR STUCCO 6. 2X4 EXT. WALL STUD TYPICAL 7. EXTERIOR WALL FOOTING 8. WEEP SCREED 9. 2X4 INT. WALL STUD TYPICAL 10. DOUBLE TOP PLATE 11. INSULATION BAFFLE 12. ASPHALT FELT UL 13. CLASS 'A' COMPOSITION SHINGLES 14. R-38 ATTIC INSULATION 15. R-13 WALL INSULATION 16. R-19 FLOOR INSULATION 17. 5% SLOPED GRADE 1. EXISTING ROOF FRAMING 2. ROOF SHEATHING 3. FASCIA GUTTER 4. Y8" OSB WALL SHEAR PANELS 5. EXTERIOR STUCCO 6. 2X4 EXT. WALL STUD TYPICAL 7. EXTERIOR WALL FOOTING 8. WEEP SCREED 9. 2X4 INT. WALL STUD TYPICAL 10. DOUBLE TOP PLATE 11. BARGE RAFTER 12. EXISTING EXT. WALL FOOTING 13. CLASS 'A' COMPOSITION SHINGLES 14. R-38 ATTIC INSULATION 15. R-13 WALL INSULATION 16. R-19 FLOOR INSULATION 17. ENTRY PORCH FOOTING NORTH/SOUTH X -SECTION VIEW 1062 sq ft SCALE: 3/8"=l' -O" EAST WE 1062 sq ft ST X -SECTION VIEW SCALE: 1/4"= 1'-0" PERMIT # 13-16 BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE DATE I.'�-G 3 B, 1 i MUNDS DRAFTING & DESIGN SERVICES P.O. BOX 3611 YUBA CITY, CA 95992 PHONE: (530) 674-7800 munasaranmgLgman.com ENGINEER OF RECORD NAME -ADDRESS -PHONE DRAWING TITLE PREVISIONS NO. I DESCRIPTION DATE PROJECT REMODEL EXISTING RESIDENCE. REMOVE & REPLACE ANY IMPROPER CONSTRUCTION AND ALL WEATHERED OR DRY ROT DAMAGE. ORIGINAL FOOT PRINT IS NOT TO CHANGE. PROJECT ADDRESS 3081 8TH STREET BIGGS, CA PROJECT CONTACT JUAN DUENAS (530) 300-0450 NOTICE: As an Instument of service, this drawing Is the property of Munds Drafting and Design Services and may be used only for this project. Modifications to this drawing may be made only by Munds Drafting and Design Services or the Engineer of Record when applicable. NOTICE: Obtaining estimates for the cost of materials and or labor from plans that have not been approved by the local authorizing agency is not recommended. Changes may occur during the plan check phase that can Impact the cost of materials and labor. Munds Drafting and Design Services assumes no responsibility for inaccurate estimates due to changes in the plans before or after approval. 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M ` , I� m a v m E n n ffi O Q �T I m Q n Z hV Z l 4 rr� D N r :,3 >. rJ m o a3i w m r I C r J ' M CL..� Qm G O 2 ITI � n Zy ►--� 8 Z Ci O —I 1 T1 C7 X id x n O Z H =y O _ p zTZm �/�Ln Ca Q ?� o= n ,, 1,�`j�/ ✓,„ I. z H >Oc� CD nom aP-4 O za D �� Zopmm 'ti n o oN Z °;� �1 . ,� \ . N , cn 3 �_ y { p m ,f /` sl y 7 8 3 C v r�� z> b O fV N..e''4.. +,�0. .� ^,,\ s ^• m 3 3 a 3. g n �l ' 11 Z m `*..,f 'e r !, M� ' g ; 8 0 o O —i Z7 Z77 D - C Z d < W ao o g m LJ o mcn H m a DIAPHRAGM NAILING NOTE 2(c) DIAPHRAGM NAILING NOTE 2 (d) SEE PLAN AND - DETAILS FOR CONDITIONS AT BOUNDARY. ALSO SEE NOTE 2 (c) EDGE BLOCKING NOTE 2 (e) r11 A A 1 PLYWOOD SHEETS NOTE 1 JOISTS SEE HORIZONTAL SHEATHING NOTES A ROOF/FLOOR SHEATING LAYOUT SEE PLA�FOR ( A60D AND NAILING DATA. U.N.O. ON THE PLAN, USE THE FOLLOWING: 1 PLYWOOD: (a) INTERIOR SUB—FLOORS: 3/4" APA STRUCTURAL I C—D INTERIOR, PANEL INDEX 32/16. (b) EXTERIOR FLOORS: 3/4" APA STRUCTURAL I FLOOR EXTERIOR, SPAN RATING 32/16. (c) ROOFS: 1/2" APA STRUCTURAL I C—C EXTERIOR, PANEL INDEX 32116. (d) STAGGER SHEETS AS SHOWN. (e) RUN FACE GRAIN PERPENDICULAR TO SUPPORTS. (f) MINIMUM SHEET SIZE SHALL BE 2'— 0 "x4'— 0' 2 NAILING: (a) USE COMMON NAILS, EQUIVALENT SPECIAL PLYWOOD NAILS MAY BE USED WITH THE PRIOR APPROVAL OF THE ENGINEER. (b) MINIMUM EDGE DISTANCE SHALL BE 3/8", AND NAILS SHALL NOT BE OVERDRIVEN THRU OUTER PLY. STAGGER NAILS AT ADJACENT PLYWOOD SHEET. (c) SHEET EDGES AND FLOOR AND ROOF BOUNDARIES: 8d AT 6" OC EDGES @ ROOF & 10d © 6 "0. C. @ FLOOR AND AT OPENINGS: 8d @ 4 "0. C. © ROOF & 10d © 4 "0. C. © FLOOR. (d) INTERMEDIATE: (1) FLOORS: 10d AT 10" OC (2) ROOFS: 8d AT 12 " OC (e) BLOCK ALL EDGES, WITH 2x4 FLAT. (f) WHERE EDGE BLOCKING (e) MAY NOT BE REQUIRED AS MAY BE NOTED ON THE PLAN, PROVIDE PLY—CLIP AT THE CENTER OF EACH SPAN. 3 - I CBO ACCEPTED AND APA RATED PERFORMANCE RATED SHEATHING PANELS MAY BE SUBSTITUTED FOR PLYWOOD. PANEL THICHNESS AND SPAN RATING SHALL BE EQUAL TO THAT NOTED ON THESE PLANS. D HORIZONTAL SHEATHING NOTES 2x BLKG AT MIDHEIGHT APPLIES TO ALL EXTERIOR WALLS WHERE WALLS EXCEED 8'-0" IN PL SPLICE 2-16d NAILS TYP. NAILING 4' -0"W/26 -16d 16d © 16" EACH SIDE OF BUTT JOINT HEADER USE SIZE SHOWN IN SCHEDULE, UNO ON 2x STUDSPLANS BLKG AT 2-0'; AT 1670C FRAMING 2-16d EA. BLK ANCHORS FROM EA SIDE 2-16d A35 16d AT 12" 41 STAGGERED PROVIDE DBL 41 SOLID BUILT-UP STUDS WHEN I-- PROVIDE DBL OPNG EXCEEDS I TRIMMER WHEN 6'-0" VERT OR I OPNG EXCEEDS 14- 1 1 1. R 8'-0" VERT OR HORIZ 5/8" DIA x 10'AB 5" MIN AT 4'-0" UNO 9" MAX HEADER SCHEDULE SOLID BUILT-UP SPAN 06 2-2X6 UP TO 6' 4x8 2-2x8 OVER 6'-0 " UP TO 8'-0" 410 2-2x 10 OVER 8'-0" UP TO 10'-0" G HEADER/BEAM DETAIL TYPICAL DBL TOP PLATE DIAPHRAGM NAILING NOTE2(d) PLYWOOD SHEETS NOTE 1. DBL. STUD OR POST 2xSTUD AT 16" HD HOLD—DOWN ANCHOR WHERE OCCURS, SEE PLAN DIAPHRAGM NAILING NOTES 2(c) AND 2(e) USE 3x STUDS AT PANEL EDGES FOR WALL TYPES C—G SILL BOLTS, SEE PLAN OR 9 " MAX STUD WALL FRAMING DETAIL FOR BALANCE OF DATA ELEVATION SEE PLYWOOD WALL SHEATHING NOTES B SP SHEATHING OVER WALLS TYPICAL SEE PLAN FOR PLYWOOD AND NAILING DATA. UNLESS NOTED OTHERWISE, USE THE FOLLOWING. 1 PLYWOOD: (a) 1/2" APA STRUCTURAL I C—D EXTERIOR PANEL INDEX 32/16. (b) STAGGER SHEETS AS SHOWN. (c) FACE GRAIN MAY RUN EITHER DIRECTION. (d) MINIMUM SHEET DIMENSION SHALL BE 2'-0': (e) SHEATHING SHALL BE LET INTO STUDS AS MAY BE REQ'D. FOR FLUSH FINISH SURFACE, SEE ARCH'L. DRAWINGS. 2 NAILING: (a) USS COMMON NAILS. EQUIVALENT SPECIAL PLYWOOD NAILS MAY BE USED WITH THE PRIOR APPROVAL OF THE ENGINEER. (b) MINIMUM EDGE DISTANCE SHALL BE 3/8'; AND NAILS SHALL NOT BE DRIVEN THRU THE OUTER PLY. STAGGER NAILS AT ADJACENT PLYWOOD SHEETS. (c) SHEET EDGES: 8d AT 6" O.C. EDGES AT OPENINGS: 6d AT 4" O.C. (d) INTERMEDIATE: 8d AT 72" O.C. 3 IC80 ACCEPTED AND APA RATED PERFORMANCE RATED SHEATHING PANELS MAY BE SUBSTITUTED FOR PLYWOOD. PANEL THICKNESS AND SPAN RATING SHALL BE EQUAL TO THAT NOTED ON THESE PLANS. E ROOF/FLOOR SHEATHING NOTES ' 26-16d ON BOTH SIDES �' _..__. - .� OF WALL INTERSECTIONS PLICE ATYPICAL NAILING -16d COMMON NOTES: OR BOX NAILS AT 16"O.C. 1) THE NAILING SHOWN ABOVE IS REQUIRED AT ALL EXTERIOR WALLS(DIAPHRAGM BOUNDARIES) AND OVER ENTIRE LENGTH OF ANY WALL CONTAINING A SHEAR WALL. *AS DETERMINED BY CHORD OR COLLECTOR FORCE CALCULATION, (8)-16d COMMON OR BOX NAILS MINIMUM PER ITEM 10 CBC TABLE 23—ii—B-1. 26-16d ON BOTH SIDES OF BUTT SPLICES IN DOUBLE TOP PLATE � (2) 16d COMMON OR BOX NAILS ON BOTH DOUBLE TOP PLATE SPLICE SIDES OF BUTT SPLICES IN TOP PLATE 2) WHERE TOP OR SOLE PLATES ARE CUT FOR PIPES, A METAL TIE PLATE MIN. 0.058" THICK AND 1-1/2" WIDE SHALL BE FASTENED ACROSS THE OPENING WITH 6-16d NAILS MIN. EACH SIDE. CBC 2320.11.7 H TOP/SOUL PLATE TYPICAL DETAIL C F SPPN NOTE: PROVIDE 118" GAP BETWEEN SHEETS A T JOINTS SP JOIN T 3/4" 3/4" 3/4" SPPN' 2X4 FLAT BLK--J \_0D SF W/1-10 d TN EA. SIDE, EA. END WHERE BLOCKED JOINT INDICATED ON PLANS. NOTE: PROVIDE 118" GAP BETWEEN SHEETS A T JOINTS. SP JOIN T 3/8 " 3/8 " -113/4_11- " SPPN I I SPI N STUD ... . RAFTER PLYWOO STUD OR RAFTER D NAILING DETAIL TYP I CAL LAP PLATES 48" MIN. & 2X BLK 0 SP JOINTS & SPLICE W/16 -16d. CEILING LINES STAGR NAILS EA. SIDE HEADERS ARE SAME OF PLATE. WIDTH AS STUDS HEADER S DEPTH IS 8H UP TO 8' - 0"" SPAN & 12 UP TO 121-0 I. SPAN, UNO � I I USE A35 ® OPNG OVR S _ -- ---I 71-0 , TIP. 1-2X KING STUD, TIP. 5-16d AS SHOWN EXCEPT 2-2X KING STUDS ® L i USE A35 ®HEADERS OVR OPG'S 0 V 6' -0 7' -0 LONG OR WHERE HD POST MAY BE 16d's CAN NOT BE USED. KING STUD. I-�2-10d TN, T&B USED AS HOLDOWN STUD I� I' 1-2X TRIMMER STUD, TIP. 2-2X TRIMMER STUDS 0- OPG'S OVR 6'-0" HOLDN PER PLAN BLK MUNDS DRAFTING & DESIGN SERVICES P.O. BOX 3611 YUBA CITY, CA, 95992 PHONE: (530) 674-7800 mundsdrafting@gmail.com ENGINEER OF RECORD - DOUBLE 2X SUB -SILL OPN'G ABOVE FLR NAIL AS A MULTIPLE STUD 4X ORr 6X POST WHERE NOTED ON PLANS 2X PT DOUGLAS FIR 1. SILL > W/1"^' -'-c BOLTS 0 48"OC 6" MIN. 9" MAX. NAME -ADDRESS -PHONE DRAWING TITLE REVISIONS NO. I DESCRIPTION DATE PROJECT REMODEL EXISTING RESIDENCE. REMOVE & REPLACE ANY IMPROPER CONSTRUCTION AND ALL WEATHERED OR DRY ROT DAMAGE. ORIGINAL FOOT PRINT IS NOT TO CHANGE. PROJECT ADDRESS 3081 8TH STREET BIGGS, CA PROJECT CONTACT JUAN DUENAS (530) 300-0450 FRAMED WALL OPENINGS TYP I CAL NOTICE: As an Instument of service, this drawing Is the property of Munds Drafting and Design Services and may be used only for this project Modifications to this drawing may be made only by Munds Drafting and Design Services or the Engineer of Record when applicable. BLOCKING AT 4'-0" OC NOTICE: W/2 -16d EACH SIDE Obtaining estimates for the cost of materials and or labor from plans that have not been approved by the local authorizing agency Is not recommended. Changes may occur during the plan check phase that can Impact the cost of materials and labor. Munds Drafting and Design Services assumes no WOODSTUD responsibility for Inaccurate estimates due to changes in the plans before or after approval. WALL JOB NMI 16d AT 12' STAGGERED V ­,\_ WOOD STUD WALL PLAN AT INTERSECTING WALL DATE DRAWN BY JACK MUNDS SIGRE PERMIT # SCALE--� � ��__� Qp BUTTE COUNTY DEVELOPMENT SERVICES REVIEWCODE MEPL CE D FOR SHEET DATE C PLAN AT CORNER WALL INTERSECTION DETAILS TYPICAL SHEET f f \ BLK MUNDS DRAFTING & DESIGN SERVICES P.O. BOX 3611 YUBA CITY, CA, 95992 PHONE: (530) 674-7800 mundsdrafting@gmail.com ENGINEER OF RECORD - DOUBLE 2X SUB -SILL OPN'G ABOVE FLR NAIL AS A MULTIPLE STUD 4X ORr 6X POST WHERE NOTED ON PLANS 2X PT DOUGLAS FIR 1. SILL > W/1"^' -'-c BOLTS 0 48"OC 6" MIN. 9" MAX. NAME -ADDRESS -PHONE DRAWING TITLE REVISIONS NO. I DESCRIPTION DATE PROJECT REMODEL EXISTING RESIDENCE. REMOVE & REPLACE ANY IMPROPER CONSTRUCTION AND ALL WEATHERED OR DRY ROT DAMAGE. ORIGINAL FOOT PRINT IS NOT TO CHANGE. PROJECT ADDRESS 3081 8TH STREET BIGGS, CA PROJECT CONTACT JUAN DUENAS (530) 300-0450 FRAMED WALL OPENINGS TYP I CAL NOTICE: As an Instument of service, this drawing Is the property of Munds Drafting and Design Services and may be used only for this project Modifications to this drawing may be made only by Munds Drafting and Design Services or the Engineer of Record when applicable. BLOCKING AT 4'-0" OC NOTICE: W/2 -16d EACH SIDE Obtaining estimates for the cost of materials and or labor from plans that have not been approved by the local authorizing agency Is not recommended. Changes may occur during the plan check phase that can Impact the cost of materials and labor. Munds Drafting and Design Services assumes no WOODSTUD responsibility for Inaccurate estimates due to changes in the plans before or after approval. 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GBC SECTION 4.303.1 PLUMBING FIXTURES (WATER CLOSETS AND URINALS) AND FITTINGS (FAUCETS AND SHOWERHEADS) INSTALLED IN RESIDENTIAL BUILDINGS SHALL COMPLY WITH THE PRESCRIPTIVE REQUIREMENTS OF SECTIONS 4.303.1.1 THROUGH 4.303.1.4.4. GBC SECTION 4.303.2 PLUMBING FIXTURES AND FITTINGS REQUIRED IN SECTION 4.303.1 SHALL BE INSTALLED IN ACCORDANCE WITH THE CALIFORNIA PLUMBING CODE, AND SHALL MEET THE APPLICABLE REFERENCE STANDARDS. PLUMBING NOTES P1 ALL WATER HEATERS NEED TO BE STRAPPED TO THE BUILDING WITH AT LEAST TWO STRAPS TO PREVENT SEISMIC MOVEMENT, ONE STRAP WITHIN THE UPPER THIRD AND THE OTHER WITHIN THE LOWER THIRD OF THE WATER HEATER. THE LOWER STRAP SHALL NOT BE WITHIN 4" OF THE CONTROLS. REFERENCE CPC 508.2 P2 ALL STORAGE TYPE WATER HEATERS NEED A TEMPERATURE/PRESSURE RELIEF VALVE INSTALLED PER THEIR LISTING WITH A 3'4" HARD PIPE DRAIN WHICH TERMINATES 6" TO 24" ABOVE GRADE AND POINTING DOWNWARD. THE DRAIN PIPE SHALL MAINTAIN A DOWNWARD SLOPE TO THE EXTERIOR. REFERENCE CPC 504.4, 504.5, & 608.5. P3 STORAGE TYPE WATER HEATERS SHALL BE PROVIDED WITH AN APPROVED, LISTED, ADEQUATELY SIZED COMBINATION PRESSURE AND TEMPERATURE RELIEF VALVE. WHERE A PRESSURE REGULATOR IS INSTALLED, AN APPROVED, LISTED EXPANSION TANK OR OTHER DEVICE SHALL BE INSTALLED TO CONTROL IN FERMITTENT THERMAL EXPANSION. REFERENCE CPC 608.2 & 608.3.- P4 RESIDENTIAL BUILDINGS UNDERGOING PERMITTED ALTERATIONS, ADDITIONS OR IMPROVEMENTS SHALL REPLACE NONCOMPLIANT PLUMBING FIXTURES WITH WATER -CONSERVING PLUMBING FIXTURES. CALIFORNIA SENATE BILL 407. r'•0' DRAIN/V 1062 sq ft ASTE PLAN SCALE: 1/4"= 1 '-0" EE PLUMBING CITES. EE PLUMBING OTES. ✓. % E 4. 1 \ t / .�F%F\��\'I''�'/�'+\f✓' .��. � / ,e°� ✓ I�f` fes` " ,. + 't. MUNDS DRAFTING & DESIGN SERVICES P.O. BOX 3611 YUBA CITY, CA 95992 PHONE: (530) 674-7800 munasaraningpygmall.com ENGINEER OF RECORD NAME—ADDRESS—PHONE DRAWING TITLE REVISIONS NO. DESCRIPTION DATE PLAN REVIEW 18-12-161 PROJECT REMODEL EXISTING RESIDENCE. REMOVE & REPLACE ANY IMPROPER CONSTRUCTION AND ALL WEATHERED OR DR ROT DAMAGE. ORIGINAL FOOT'PRINT IS NOT TO CHANGL:-�� _ ' PROJECT ADDRESS 3081 8TH STREEli, BIGGS, CA z PROJECT CONTACT. JUAN D U ENA -- (530) 300-0450 NOTICE: As an Instument of service, this drawing Is the property of Munds Drafting and Design Services and may be used only for this project Modifications to this drawing may be made only by Munds Drafting and Design Services or the Engineer of Record when applicable. NOTICE: Obtaining estimates for the cost of materials and or labor from plans that have not been approved by the local authorizing agency is not recommended. Changes may occur during the plan check phase that can impact the cost of materials and labor. Munds Drafting and Design Services assumes no responsibility for inaccurate estimates due to changes In the plans before or after approval. �4to] %zf� DATE PLUMBING PLAN 1062 sq ft SCALE: 1/4"=1'-0" DRAWN BY JACK MUNDS SIG �"U PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR 1 CODE COMPLIANCE 4 DATE -`� --1 Q;, BY r SCALE SHEET SHEET 11 m ____�_ _ ... _ __ y_._ .. _ --- . ._ _ __ .. - .., ._ ,. ..,. ....__ _._._� � _. ... ......._t.... ----- . . CLASS W CMtP. 4 SIDE ELEVATION AS SCALE: 1/8"l 1'-0" 3 SIDE ELEVATION SUES SCALE: 1/8 "=1 I -ON - - - - - - +am 3/4 - Met �lalT�a / • [ S� 1 .1 3 -COAT STUCCO FINISH PROVIDE G.I. WEEP SCREED O FOUND. PLATE UNE e ABV GRADE OR 2" ABV CONC. DETAIL 15 SHEET D-1. CBC 2512.1.2 2 REAR ELEVATION ORT - 8q ft SCALE: 1/8 0=1 9-0 N BUTTE COUNTY 1 FRONT ELEVATION(SOUTH) SCALE: 1 /8"=1'-0" 'J11L 2 8 2 016 DEVELOPMENT SERVICES PROVIDE STREET ADDRESS NUMBERS PLAINLY VISIBLE AND ON A CONTRASTING BACKGROUND COMPLYING W/ SEC. 501.2 CBC AND LOCAL ORDINANCES. VERIFY SIZE OF NUMBERS AND MOUNTING REQUIREMENTS PRIOR TO INSTALLATION r— - -- ------ + + MUNDS DRAFTING & DESIGN SERVICES P.O. BOX 3611 YUBA CITY, CA 95992 PHONE: (530) 674-7800 mundsdrafting@gmail.com NAME -ADDRESS -PHONE DRAVWG 71`11E ONS PROJECT REMODEL EXISTING RESIDENCE. REMOVE & REPLACE ANY IMPROPER CONSTRUCTION AND ALL WEATHERED OR DRY ROT DAMAGE. ORIGINAL FOOT PRINT IS NOT TO CHANGE. PROJECT ADDRESS 3081 8TH STREET BIGGS, CA PROJECT CONTACT JUAN DUENAS (530) 300-0450 NOTICE: As an instument of service this drawing is the property of Munds Drafting and Design Services and maybe used only for this protect Modifications to this drawing maybe made only by Munds Draft ng and Design Services or the Engineer of Record when applicable. 0 11 Changes may occur during the plan check phase that can impact the cost of materials and labor Munds Drafting and Design Services assumes no responsibilrry for inaccurate esmms" due to changes in the plans before or after approval • ACK NIUNDS -r I IXI 7 ELEVATION } i. 1 FRONT ELEVATION(SOUTH) SCALE: 1 /8"=1'-0" 'J11L 2 8 2 016 DEVELOPMENT SERVICES PROVIDE STREET ADDRESS NUMBERS PLAINLY VISIBLE AND ON A CONTRASTING BACKGROUND COMPLYING W/ SEC. 501.2 CBC AND LOCAL ORDINANCES. VERIFY SIZE OF NUMBERS AND MOUNTING REQUIREMENTS PRIOR TO INSTALLATION r— - -- ------ + + MUNDS DRAFTING & DESIGN SERVICES P.O. BOX 3611 YUBA CITY, CA 95992 PHONE: (530) 674-7800 mundsdrafting@gmail.com NAME -ADDRESS -PHONE DRAVWG 71`11E ONS PROJECT REMODEL EXISTING RESIDENCE. REMOVE & REPLACE ANY IMPROPER CONSTRUCTION AND ALL WEATHERED OR DRY ROT DAMAGE. ORIGINAL FOOT PRINT IS NOT TO CHANGE. PROJECT ADDRESS 3081 8TH STREET BIGGS, CA PROJECT CONTACT JUAN DUENAS (530) 300-0450 NOTICE: As an instument of service this drawing is the property of Munds Drafting and Design Services and maybe used only for this protect Modifications to this drawing maybe made only by Munds Draft ng and Design Services or the Engineer of Record when applicable. NOTICE: Obtaining estimates for the cost of materials and or labor from plans that have not been approved by the local authorizing agency is not recommended Changes may occur during the plan check phase that can impact the cost of materials and labor Munds Drafting and Design Services assumes no responsibilrry for inaccurate esmms" due to changes in the plans before or after approval • ACK NIUNDS -r I IXI 7 ELEVATION