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HomeMy WebLinkAboutB16-2311 041-650-003i PARADISE , CAL FOR, -.N A SHEET INDEX SHEET 0 COVER SHEET SHEET 1 PLOT PLAN & GENERAL NOTES SHEET 2 SHEET 3 SHEET 4 SHEET 5 SHEET 6 ATTACHED FOUNDATION FLOOR & ROOF & CROSS SEC. FRAMING ELECTRICAL & PLUMBING ELEVATIONS ENERGY CALCS. ENGINEERING PROJECT DATA OCCUPANCY GROUP: TYPE OF CONSTRUCTION: NUMBER OF STORIES: CONDITIOED FLOOR AREA: GARAGE: COVERED PADIO: FIRE SPRINKLER: VALUATION: R -3/U VB ONE 2161 s. f. 801 s. f. 247 s. f. YES $300,000 SCOPE OF WORK TO BUILD A SINGLE FAMILY RESIDENCE LOCATED IN MOUNTIAN OAKS SUBDIVISION 3527 SUNVIEW ROAD CAL GREEN COMPLIANCE 2013 GREEN BUILDING STANDARDS CODE. GREEN BUILDING COMPLIANCE MEASURES AND CHECKLIST ARE INCORPERATED INTO PROJECT DRAWINGS. COUNTY OF BUTTE ORDINANCES. eC3 OIV2-3/) BUTTE COUNT :r DEC 2 2 2016 DEVELOIJ-MEDT SERVICES SIGNED: RECEIVED JAN 0 5 2017 TRB AND ASSOCIATES NOTES PROPANE TANK ANCHORS TO BE DEFERED PERMIT# &(9*' 'M ( I BUTTE COUNTY DEVELOPMENT SERVICES - EVI E FOR O')ENt,LI DATE BY BY ROBERT A KENBERG DATE:l FORC DE COMP A .� z r i ,1XH. (530) 876-8839 .. C) 0� m W 0) QLd C LD Ln W U W H � N Ei A A U W o) z�ULs-O W � a Z O A L1J �:Z: W a Lij w w z cc) CD _ l J co U-) Nzi- CIL/- ci <1 n W .. C) 0� m W 0) QLd o m U O� H � N Ei A A U W o) Q W � a Z O A L1J W a > w w z M. zQ ci W O N P4 Ln N .. W W W > H 0 A A U CADD NAME: MOUNTIAN OAKS DRAWING 0 of 6 � I L, �, &D -IN Ua ss 4 w Z O A 0 Z CADD NAME: MOUNTIAN OAKS DRAWING 0 of 6 � I L, �, &D -IN Ua ss 4 MINIMUM EROSION AND SEDIMENT GENERAL NOTES: MATERIALS AND CONSTRUCTION METHODS CONTROLS FOR PROJECTS 0 SUNVIEW ROAD FOR EXTERIOR WILDFIRE EXPOSURE: DISTURBING LESS THAN ONE ACRE GOVERNING CODES F- THIS STRUCTURE MUST BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING,THE BMP's (BEST MANAGMENT PRACTICES) LISTED BELOW MUST BE IN PLACE DURING THE RAINY SEASON U 1. 2013 CRC, 2013 CEC, 2013 CPC, 2013 CMC, 2013 CFC, 2013 CALIFORNIA HEALTH & SAFETY CODE AMENDMENTS, 2013 CALIF. ENERGY CODE EFFICIENCY STANDARDS, ZONE II, 2013 CALIF. ACCESSIBILITY(OCTOBER 15 THRU APRIL 15) AND MAY BE REQUIRED AT OTHER TIMES BASED ON WEATHER AND SITE 1. ROOF VALLEY FLASHING SHALL NOT BE LESS THAN 26 GAUGE SHEET COROSION-RESISTANT METAL CONDITIONS THOUGHOUT THE YEAR. THE BMP's LISTED ARE MINIMUM REQUIREMENTS AND ADDITIONAL REQUIREMENTS, 2013 EDITION NFPA 101, 2013 CALIFORNIA BUILIDING CODE and COUNTY OF BUTTE INSTALLED OVER A MINIMUM 36" UNDERLAYMENT CONSISTING OF ONE LAYER OF NO. 72 ASTMCAP SHEETN BMP's COULD BE REQUIRED BASED ON SITE CONDITIONS. RUNNING FULL LENGTH OF THE VALLEY. Q ORDINANCES. U MISCELLANEOUS 1. STABALIZED ENTRY: PROVIDE MIN. 3" TO 6" FRACTURED ROCK 50' LONG BY 15' WIDE BY 6" DEEP OVER 2. ROOF AND ATTIC VENTS SHALL BE FULLY COVERED WITH METAL WIRE MESH OR CONSTRUCTION GRADE FABRIC. MATERIALS WITH MINIMUM OF T6" AND SHALL NOT EXCEED %" OPENINGS. 2. ALL SOILS TRACKED ONTO PAVED ROADWAYS MMUST BE CLEANED ON A DAILY BASIS. WHEN STREETS SITE MAP 1. PROVIDE 4" HIGH x 1" WIDE STREET ADDRESS NUMBERS OF CONTRASTING COLOR, VISIBLE FROM STREETS. ARE WET OR DURING A RAIN EVENT THERE SHALL BE NO TRACKING OF SOILS ONTO THE STREET. 3. VENTS SHALL NOT BE INSTALLED IN EAVES OR CORNICES. 3. WATTLES SHALL BE INSTALLED PROPERLY, BEHIND CURB OR SIDEWALKS. 2. FIRE SPRINKLER SYSTEM I° REQUIRED. FIRE SPRINKLER PLANS SHALL BE SUBMITTED UNDER SEPARATE 4. ROCK BAGS (MIN. 2 PER SIDE) AT ALL DRAIN INLET LOCATIONS WITHIN 150' OF THE PROJECT SITE. COVER, SUCH PLANS MUST BE APPROVED, PERMIT ISSUED, AND HAVE INSPECTION BY THE FIRE MARSHALL, 4. EAVES AND SOFFITS SHALL BE PROTECTED BY IGNITION RESISTANT MATERIALS OR 5. INTERNAL FILTERS SHALL BE PLACED INSIDE EACH DRAIN INLET. PRIOR TO BUILDING CLOSING IN. NONCOMBUSTIBLE. CONSTRUCTION ON THE EXPOSED UNDERSIDE. 6. TRASH BARS SHALL BE PLACED ACROSS THE BACK OF ALL DRAIN INLEETS. CONCRETE 7. STABALIZE ALL DISTURBED SOILS IN THE FRONT YARD AREAS WITHIN 15' OF THE BACK CURB OR 5. EXTERIOR WALLS SHALL BE APPROVED NONCOMBUSTIBLE OR IGNITION -RESISTANT MATERIAL, HEAVY SIDEWALK (STRAW OR EROSION BLANKETS MAY BE USED FOR THIS APPLICATION). 1. CONCRETE TO BE 5 SACK MIX, 3000 psi C 28 DAYS TIMBER OR LOG CONSTRUCTION (6 INCH THICK MINIMUM LOG) WITH WALL EXTENDED FROM THE TOP OF 8. STABALIZE ALL SLOPES WHERE EROSION COULD OCCURE AND CAUSE SILT RUNOFF (STRAW, VISQUEEN, OR THE FOUNDATION TO THEROOF, AND TERMINATE AT 2" SOLID BLOCKING BETWEEN RAFTERS AT ALL ROOF EROSION BLANKETS MAY BE USED FOR THIS APPLICATION). 2. REINFORCING STEEL TO BE INTERMEDIATE GRADE DEFORMED BARS - TYPE N GR 60. OVERHANGS, OR IN CASE OF ENCLOSED EAVES, TERMINATE AT THE ENCLOSURE. 9. ALL PAINT, FUEL, CONSTRUCTION PRODUCTS, ETC. SHALL BE STORED IN A COVERED LOCATION AWAY FROM SIDEWALKS AND STORM DRAIN INLETS. 6. EXTERIOR WALL VENTS SHALL BE FULLY COVERED WITH METAL WIRE MESH OR NONCOMBUSTIBLE 10. PROTABLE CHEMICAL TOILETS IF PROVIDED ON THE SITE MUST BE KEPT OFF S TREETS AND SIDEWALKS ROUGH CARPENTRY MATERIALS WITH MINIMUM OF 7,6" AND SHALL NOT EXCEED %" OPENINGS. AND AT LEAST 50' FROM THE NEAREST STORM DRAIN. TO SUPPORT FINISH HARDWARE AND FIRE STOPPING TO CUT OFF 11. ALL TRASH MUST BE COLLECTED AND STORED PROPERLY. DO NOT LET ITEMS SUCH AS DRYWALL MUD 1. INSTALL BLOCKING AS REQUIRED CONCEALED DRAFT OPENINGS REQUIRED R CODES. 7. EXTERIOR WINDOWS AND GLAZED DOORS SHALL BE INSULATING -GLASS UNITS WITH A MINIMUM OF ONE BOXES, PAINT BUCKETS, CLEANING MATERIAL CONTAINERS, ETC. COME IN CONTACT WITH ANY RAINFALL TEMPERED PANE, OR GLASS BLOCK UNITS, OR HAVE A FIRE RATING OF 20 MINUTES. OR STORM WATER RUNOFF. 12. PROVIDE A DESIGNATED AREA FOR CONCRETE WASHOUT. HAY BALES LINED WITH VISQUEEN MAY BE 2. STRUCTURAL FRAMING SHALL BE DOUGLAS FIR TO THE GRADES INDICATED OR BETTER (WWPA GRADING 8. EXTERIOR DOORS SHALL BE SOLID CORE WITH STYLES AND RAILS NOT LESS THAN I- %" OR SHALL HAVE A USED FOR THIS APPLICATION. ROLL AWAY BINS MAY ALSO BE USED. ALL CONCRETE WASHOUT SYSTEMS RULES) UNLESS NOTED OTHERWISE. FIRE RATING OF 20 MINUTES. NONCOMBUSTIBLEOR EXTERIOR FIRE -RETARDANT TREATED WOOD VEHICLE SHALL BE PLACED OFF THE PAVED STREETS. CONCEALED BEAMS AND POSTS NO. 2 ACCESS DOORS ARE NOT REQUIRED TO COMPLY. 13, AFTER INSTALLATION OF THE ABOVE ITEMS ARE COMPLETE, A MAINTENANCE PROGRAM NEEDS TO BE EXPOSED BEAMS AND POSTS NO. 1 2x JOISTS AND RAFTERS NO. 2 DEVELOPED TO ENSURE THE CONTINUED EFFECTIVENESS OF YOUR BMP's. STUDS, SILLS, PLATES NO. 2FRAMING HARDWARE 9. DECKING STAIRS, AND LANDINGS OF DECKS, PORCH AND BALCONIES WHERE ANY PORTION OF SUCH ON CONCRETE PTHF SURFACE IS WITHIN 10 FEET OF THE PRIMARY STRUCTURE SHALL BE CONSTRUCTED OF IGNITION -RESISTANT SILLS SILLSFRAMING NOT NOTED NO.2 MATERIALS, HEAVY TIMBER, EXTERIOR FIRE -RETARDANT -TREATED WOOD OR OTHER APPROVED NONCOMNUSTINLE MATERIALS ALL MEETING THE PERFORMANCE REQUIREMENTS AS SET FORTH BYSFM. 3. PLYWOOD SHALL BE OF THE DESIGNATED GRADE AND SHALL MEET THE REQUIREMENTS OF THE U.S. NOTE, THE USE OF PAINTS, COATINGS, STAINS, OR OTHER SURFACE TREATMENTS ARE NOT AN APPROVED METHOD OF PROTECTION. PRODUCT STANDARDS PSI -83 10. THE UNDERSIDE OF CANTILEVERED AND OVERHANGING APPENDAGES AND FLOOR PROJECTIONS SHALL PLOT P 4. NAILS AT PLYWOOD PANELS SHALL HAVE 3/" EDGE DISTANCE AND SHALL NOT PENETRATE FACE -PLY BE CONSTRUCTED TO THE SAME DEGREE AS THE EXTERIOR WALLS, OR THE PROJECTION SHALL BE AP# 041-650-003-000 ENCLOSED TO GRADE. 5. NO PIECE OF PLYWOOD ROOF, FLOOR, OR, WALL SHEATHING SHALL BE LESS THAN 12" IN LEAST DIRECTION. 6. FRAMING HARDWARE SHALL BE SIMPSON STRONG -TIE OR APPROVED EQUAL, WITH CONNECTORS AS 11. ALL UNDER FLOOR AREAS SHALL BE ENCLOSED TO GRADE WITH EXTERIOR WALLS HAVING THE SAME L ❑ T SIZE: 0,20 ACRES DEGREE OF PROTECTION AS THE EXTERIOR WALLS. SPECIFIED. '" HOUSE: 2161 S Q. F T. APPROVED PRODUCTS CONFORMING TO THESE REQUIREMENT ARE LISTED ON THE STATE FIRE MARSHALL 7. PROVIDE SOLID BEARING CONTINUOUS FROM ALL BEAMS TO FOUNDATION. WEB SITE. http://osfm.fire.ca.gov/strucfireengineer/pdf/bmi/wulproducts.pdf OTHER QUESTIONS MAY BE DIRECTED TO w 1500 GAL, TANK 8. PROVIDE FIRE BLOCKING IN CONCEALED SPACES VERTICALLY AND HORIZONTALLY IN ACCORDANCE CAL FIRE 530-538-6837. w/2013 C.R.C. SECTION R302.11. 12. THIS PROJECT MUST COMPLY WITH THE CALGREEN RESIDENTIAL MANDATORY MEASURES TO SCALE= 1;10 DOWNLOAD A COPY OF THE CALGREEN CODE VIST.T PTIC TIE-IN 9. FASTENERS FOR PRESERVATIVE TREATED AND FIRE TREATED WOOD SHALL BE OF HOT DIPPED ZINC DOWN cuments.d COPY CA GreeEEN C CA_Green_Bldg.pdf COATED GALVANIZED STEEL, SILICON BRONZE OR, COPPER. THE COATING WEIGHTS FOR ZINC COATED w \ FASTENERS SHALL BE IN ACCORDANCE w/ ASTMA 153. 2013 C.R.C. SECTION R317.3. 13. THIS PROJET MUST COMPLY WITH THE 2013 TITLE 24 MANDATORY MEASURES TO VIEW A COPY OF THE 10. BEARING WALL HEADERS SHALL BE 4 x 8 #2 MIN. TYP. UNLESS NOTED OTHERWISE 2013 TITLE 24 MANDATORY MEASURES CODE VISIT \ http://xNw",.energy.ca.gov/title24/2013standards/residential_manual.html �� \ PLUMBING 12 1. THE AGGREGATE AREA OF PLUMBING VENTS SHALL BE 12.57 sq. in. MIN. 2. GAS FIRED WATER HEATER TANKS SHALL BE FASTENED TO THE ADJACENT FRAMING w/ 16 GAUGE METAL STRAP (CS 16 OR EQ.) w/ MIN. 2" LONG #12 WOOD SCREWS O 4" ABOVE CONTROLS AND WITHIN 12" OF THE TOP PROPANE TANK \ OF THE TANK BOLTED TO CONCRETE PIER MECHANICAL \ \ V 1. DRYER DUCT TO BE MIN. 4" DIA. TO THE OUTSIDE, EQUIPPED WITH A ; GARAGE BACK -DRAFT DAMPER. DUCT LENGTH IS LIMITED TO 14' WITH 2 ELBOWS. \ \ \ OTHER LENGTHS OR SIZES AS PERMITTED OR REQUIRED BY THE RAW MANUFACTURE'S INSTALLATION INSTRUCTIONS AND APPROVED BY THE BUILDING OFFICIAL. (SUBMIT A REQUEST FOR MODIFICATIONS) 2. SINGLE WALL METAL PIPE SHALL NOT BE USED AS A VENT IN DWELLINGS AND RESIDENTIAL OCCUPANCIES. > WA TER �PG&E 1 v PERMIT#15t(fi" 122( ' BUTTE OUVTYDEVELOPMENTSERVZES COPE COWPLIN- uE DATE BY \ \ m HOUSE 2161 SQ. ET. \ \ w GARAGE 801 S . ET. Q REVIEWED FOR CODE COMPLIANCE JAN 12 2017 TRE AND ASSOCIATES COVERED PATIO 247 SQ. FT. PH. (530) 876-8889 z 0 Q a U U) H A 0 W 0 L0 L0 0) W x m Q U o Q Q Q W 14 0 I CD �� 10-4 In M LLI 0 � 00 X O A d- n �nc) W I L uNi W Q I.4 \\ / , z z Q F--: wo xz V , W N LC) co C N a z 0 Q a U U) H A 0 0 CD W •' o w o0 14 I CD z 10-4 In �Q�Q O A d- n �nc) W I n Q Q 0 z 0 Q a U U) H A CADD NAME: MOUNTAIN OAKS DRAWING 1 of 6 I� O A wo xz CADD NAME: MOUNTAIN OAKS DRAWING 1 of 6 BATT. INSULATION R-15 4 X 8 APPROVED PANEL — SIDING FOR BRACED WALL U.N.O. 2 x 4 P. T. SILL 2X4STUD 0 16' 0. C. TYP. VPL 1 GYP. BOARD>E WASIER X3'X.229 A1E WASHER SAND OR ROCK- 4- CONC. SLAB F 11 L 12' FOOTIIIG DEPTH INTO UNDISTURBED OR NATURAL SOIL 3REBAR 6-1 CONTINUOUS 3' CLEAR TYP. I 12' I TOP & BOTTOM HOUSE FOOTING DETAIL. NO SCALE ,I Co 6'-4" 2 X 4 STUD 0 16' as TYP. GYP BOARD 4 X 8 APPROVED PANEL ---,o 1E WASHER SIDING FOR BRACED WALL U.N.O. 3' X 3' X .229 2 x 4 P.T.SILL PLATE W i& \ 2' SAND OR ROCK NO SCALE N 66'-5" 60'-1 " A I/ A T r C-` 7 , ALL CONC. TO BE 2500 P.S.I. , 28 DAY, 5 SACK MIX. 2• SOIL BEARING RESISTANCE IS BASED ON 1500 P.S.F. 3. VERIFY ALL DIMENSIONS, NOTES &VIEWS IN FIELD. 4. 1 #4 REBAR CONT. TOP AND BOTTOM 5. 1/2" ANCHOR BOLTS 6' O.C. &12" FROM END OF SILL 6. ANCHOR BOLTS 7" MIN. EMBEDMENT ANCHOR BOLTS SHALL HAVE A MINIMUM PLATE WASHER SIZE 7. OF 3" X 3" X .229" AS PER 2013 C.B.C. SECTION 2305.3.11 PROVIDE A VAPOR BARRIER UNDERNEATH S. SLAB AS PER SECTION OF THE 2013 C.B.C. 6 INCH LAP JOINT CRC SECTION R506.2.3 9. GROUND IMMEDIATELY ADJACENT TO THE FOUNDATION SHALL BE SLOPED AWAY FROM THE BUILDING AT A SLOPE OF 5% FOR A MIN. DISTANCE OF 10' MEASURED PERPENDICULAR FROM WALL PER 2013 C.B.C. SECTION 1803.3 10. 6 MIL. POLYETHYLENE VAPOR RETARDER BELOW HOUSE 11. REINFORCING FOR THE SLAB AS CONCRETE WITH FIBER REINFORCMENT d - I N 7 S2 04 9'-4" r SSTB 16 SS1B20 I ------ ( I x- 891_`✓" I SSTB 20 I 1 3'-6" 12'-9" 00, — — — SSM 20 DOUBLE 2 X POST 1 ^� HOUSE 2161 SQ. FT. GARAGE 801 SQ. FT. COVERED PATIO 247 SQ. FT. oe 14'-0" 00, 00 SS1B 16 SS1B 16 II II II II II II I I I I I I GARAGE SLOPED TO DRAIN CRC Sec. R309.1 I II II — I II II ' II II G RA GE I I 4" CONCRETE SLAB ® GARAGE I I II 27" X 27" x 12" FOOTING ® POST LOCATION I 30" X 30" x 12 FOOTING ® POST LOCATION with 4 # 4 BARS EACH WAY with 4 # 4 BAF S EACH WAY ( F-2) ( F-4) ( F-4) 4 X 6 POST 4' X 6' DF POST 8 ( F-3 ) s2 I I I �N = a� o I I �12 2 #4 REBAR CONTINUOUS SSII ' II I 34'-0" SS1B 20 I I ( II II II II 7'-104" 4'-84" 12-S57B 16 2-SS1B 16 27" X 27" x 12" FOOTING ® POS LOCATION— wit. 4 # 4 BARS EACH WAY = 1 ( F-3) 21" X 21" x 12" FOOTING ® POST LOCATION ( F-3 ) (F-2) of I with 3 # 4 BARS EACH WAY ---� I� V) (F-3) 13' AER 4 X 4 OF POS1 4x4 PW -x • F- — — CONCRETE WITH FIBER REINFORCMENT 1rm SB 5/8 ' X 24' r 4r4 PosT 1 8 I —4" 1 s'-0" PROVIDE 6 MILL VAPOR BARRIER UNDERNEATH SLAB I I S2 AS PER SECTION R506.2.3 OF THE 2013 CRC. II I 4" CONCRETE SLAB ® HOUSE / 4" SAND = 7'-4" 14'-8"Co o rm I SS1B 16 C4SS113 16 SB 5/e " X 24'to 1 -- -- -- -----� —J I I = IvJ � O01 �— — — — — — — — — — — — — — — — — — 6 X6 POSTS — — — — SSTB 16 J I — — — — — — — — — — — — — — — — — — — — — — — — — — PERMIT#BUTTE COUNTY ITEVELOPIMENT -------J 1 REVIEWED FO I 6'-0" 7'-4" 7'-3" 10'-44" 3'- " CODE C® L IAL �, 15'-3" V 11'-2" 15'-81i".1 v 12'-34" v 6'-0" — le 32'-9" 34'-0" 89'-9" SIGNED:� nATE BY 23'- 0" NICo 2'-8" 7 S2 BY ROBERT ARKENBERG DATE Z ---U It N I REVIEWED FOR CODE COMPLIANCE JAN 12 '2017 TRD AND ASSOCIATES lx p . (530) 876-8889 0 c c0)D rn — W Q Ill n/ 4' CONC. SLAB V rn ' LDP:� LI / W I—. V ' W W •t L,J Q M 12' FOOTING DEPTH pq w o00Q I Z INTO UNDISTURBED U ts,-D W � OR NATURAL SOIL' � E-4 ' : REBAR W s - Wof a CONTINUOUS 3' CLEAR TYP. I 12' I TOP & BOTTOM �z GARAGE FOOTING DETAIL NO SCALE N 66'-5" 60'-1 " A I/ A T r C-` 7 , ALL CONC. TO BE 2500 P.S.I. , 28 DAY, 5 SACK MIX. 2• SOIL BEARING RESISTANCE IS BASED ON 1500 P.S.F. 3. VERIFY ALL DIMENSIONS, NOTES &VIEWS IN FIELD. 4. 1 #4 REBAR CONT. TOP AND BOTTOM 5. 1/2" ANCHOR BOLTS 6' O.C. &12" FROM END OF SILL 6. ANCHOR BOLTS 7" MIN. EMBEDMENT ANCHOR BOLTS SHALL HAVE A MINIMUM PLATE WASHER SIZE 7. OF 3" X 3" X .229" AS PER 2013 C.B.C. SECTION 2305.3.11 PROVIDE A VAPOR BARRIER UNDERNEATH S. SLAB AS PER SECTION OF THE 2013 C.B.C. 6 INCH LAP JOINT CRC SECTION R506.2.3 9. GROUND IMMEDIATELY ADJACENT TO THE FOUNDATION SHALL BE SLOPED AWAY FROM THE BUILDING AT A SLOPE OF 5% FOR A MIN. DISTANCE OF 10' MEASURED PERPENDICULAR FROM WALL PER 2013 C.B.C. SECTION 1803.3 10. 6 MIL. POLYETHYLENE VAPOR RETARDER BELOW HOUSE 11. REINFORCING FOR THE SLAB AS CONCRETE WITH FIBER REINFORCMENT d - I N 7 S2 04 9'-4" r SSTB 16 SS1B20 I ------ ( I x- 891_`✓" I SSTB 20 I 1 3'-6" 12'-9" 00, — — — SSM 20 DOUBLE 2 X POST 1 ^� HOUSE 2161 SQ. FT. GARAGE 801 SQ. FT. COVERED PATIO 247 SQ. FT. oe 14'-0" 00, 00 SS1B 16 SS1B 16 II II II II II II I I I I I I GARAGE SLOPED TO DRAIN CRC Sec. R309.1 I II II — I II II ' II II G RA GE I I 4" CONCRETE SLAB ® GARAGE I I II 27" X 27" x 12" FOOTING ® POST LOCATION I 30" X 30" x 12 FOOTING ® POST LOCATION with 4 # 4 BARS EACH WAY with 4 # 4 BAF S EACH WAY ( F-2) ( F-4) ( F-4) 4 X 6 POST 4' X 6' DF POST 8 ( F-3 ) s2 I I I �N = a� o I I �12 2 #4 REBAR CONTINUOUS SSII ' II I 34'-0" SS1B 20 I I ( II II II II 7'-104" 4'-84" 12-S57B 16 2-SS1B 16 27" X 27" x 12" FOOTING ® POS LOCATION— wit. 4 # 4 BARS EACH WAY = 1 ( F-3) 21" X 21" x 12" FOOTING ® POST LOCATION ( F-3 ) (F-2) of I with 3 # 4 BARS EACH WAY ---� I� V) (F-3) 13' AER 4 X 4 OF POS1 4x4 PW -x • F- — — CONCRETE WITH FIBER REINFORCMENT 1rm SB 5/8 ' X 24' r 4r4 PosT 1 8 I —4" 1 s'-0" PROVIDE 6 MILL VAPOR BARRIER UNDERNEATH SLAB I I S2 AS PER SECTION R506.2.3 OF THE 2013 CRC. II I 4" CONCRETE SLAB ® HOUSE / 4" SAND = 7'-4" 14'-8"Co o rm I SS1B 16 C4SS113 16 SB 5/e " X 24'to 1 -- -- -- -----� —J I I = IvJ � O01 �— — — — — — — — — — — — — — — — — — 6 X6 POSTS — — — — SSTB 16 J I — — — — — — — — — — — — — — — — — — — — — — — — — — PERMIT#BUTTE COUNTY ITEVELOPIMENT -------J 1 REVIEWED FO I 6'-0" 7'-4" 7'-3" 10'-44" 3'- " CODE C® L IAL �, 15'-3" V 11'-2" 15'-81i".1 v 12'-34" v 6'-0" — le 32'-9" 34'-0" 89'-9" SIGNED:� nATE BY 23'- 0" NICo 2'-8" 7 S2 BY ROBERT ARKENBERG DATE Z ---U It N I REVIEWED FOR CODE COMPLIANCE JAN 12 '2017 TRD AND ASSOCIATES lx p . (530) 876-8889 —GADO NAME: MOUNTIAN OAKS DRAWING 2 of 6 0 c c0)D rn — W Q Ill n/ V rn' V rn ' LDP:� LI / W I—. V ' W W :D L,J Q M pq pq w o00Q I Z U ts,-D W � 0- � E-4 W W n/�L�J Wof a / W o �z < _ M CL/ 0c) <T Ln '1 I - � Ll L) I__L _ O —GADO NAME: MOUNTIAN OAKS DRAWING 2 of 6 0 C9 c0)D rn Q Ill o n� I__L _ y m U O Q Q L,J Q Q w o00Q 1" z - .. w c� 0 A 1- 0- U1 E-4 W Wof a / W o �z < L) C/) O O Q0 T) N —GADO NAME: MOUNTIAN OAKS DRAWING 2 of 6 z Q n� I__L _ O Q w z - .. w c� 0 A A �- U1 —GADO NAME: MOUNTIAN OAKS DRAWING 2 of 6 a w U1 E-4 �z O —GADO NAME: MOUNTIAN OAKS DRAWING 2 of 6 11 oo I to 15'-3" 11'-4" 29'-10" SECTION A-3 CONC. LANDING 3'-0"'00 13'-0" SAFETY GLASS SAFETY GLA S SAFETY GLASS 3046 SH 4046 FIXED 3046 SH 6046 SLIDER 2050 SH 5050 FIXED 2050 SH 4040 SLD '3068 14-11 " 11l-4" 4000 0 v rC— — — — — ZERO-i�LR. F.P. w/ADQ! PROTECTION —'� AND CLR. FOR TYPE Al FLUE & F.P. 3'-8" 2 X 8 RIDGE 12 t0)LLJ Lf)D 2-2x4 TOP PLATES Q a o rn w = = v 4X6 HEADER TYP. U.N.O. m 7 2X6 RAFTERS © 24" O.C. W 0 IL 4 x 6 #2 DF HEADER a w T K � LLI M °° ^ 2 X 6 PURLIN a u^ 2- 2 x 4's ® CORNERS w I� H3 Z O X00 F-+-� W a A 7/16" OSB — 8D 6 "/12" 0. C. 4 x 8 APPROVED w w O � zz F 12 2 X 4 PURLIN BRACE ® 6' 0. C. 30 YR. COMP ROOF E-1 PANEL SIDING OVER BUILDING PAPER. WINDOW OPENING DOOR - U� "o. 41 W/ 15# FELT rE--I `../ U) W 2X6 CEILING JOISTS @ 24 c. C 2 x 4 STUDS ® 16" o. c. Typ. =z O �— T) 2X6 RAFTERS @ 24" o.c. — LD Ln m xxxxxxx�� 2X6 CEILING JOISTS © 24"o. c. 7/16" CCX STARTER 2 x 4 BOTTOM PLATE 4X6 HEADER TYP. U.N.O. R-44 INSULATION W D 1/2" GYP. BD. ® WALLS 1/2" GYP. BD. ® CEILING CAULK PLATE 2 x 4 CRIPPLE C L, 2 x 4 CRIPPLE HOUSE WRAP SIMPSON A-35 BLOCK TO TOP PLATE ON ALL 2 x 4 STUD Z �� U W N '00SECTION 2 x 4 STUDS ®16" o. c. U.O.N. RAFTERS AND AT ALL ETERIOR WALLS A- 3 TYP. FRAMING SECTION ISI -� NO SCALE <1 __1M w R-15 INSULATION HOUSE 2161 SQ. FT. W GARAGE 801 SQ. FT. L� 4" CONC. SLAB COVERED PATIO 247 SQ. FT. SIGNED-- ROBERT ARKENBERG DATE: Z2t PH. (530) 876-8889 r l J <: Ln 6'-4" 60'-1" 9'-4" Le 14'-0" � 5046 SLIDER n 15'-3" 11'-4" 29'-10" SECTION A-3 CONC. LANDING 3'-0"'00 13'-0" SAFETY GLASS SAFETY GLA S SAFETY GLASS 3046 SH 4046 FIXED 3046 SH 6046 SLIDER 2050 SH 5050 FIXED 2050 SH 4040 SLD '3068 14-11 " 11l-4" 4000 0 v rC— — — — — ZERO-i�LR. F.P. w/ADQ! PROTECTION —'� AND CLR. FOR TYPE Al FLUE & F.P. 3'-8" KI TCHEIV N +8'-6" +9'-0" �+ I� BEDROOM 2 I ^� I +g'_6» p ® ® N 1/2 "DRYWALL WALLS AND CIELING 4 S TER BDR. 1 u) +9'-0" IFAMILYI I I 1 ROOM PANTRY = 10'-0" e 00' ^I o� I e 3'- " 15'-6" 2'-8" 00 3' 7" I 60-9- .40 I m I 1 I 2468 11- 5068 BYPASS a I " f2868 iV 2868 I 1 8 -4 4 v o o I ^ I vsz 0 I 1 I 00 1 00 ick 1 o _►� 1 N L 13'-0" — — — _ — 19'-6" 101 18 X 8' GARAGE DOOR N N 1 5068 BYPASS - 1'-1 = Q 3-1/2" x 11-1/4" L.V.L = of -4,;r— 6'-9" II N " =to L 0 01 X1(.Z ►'� QQ N d. � 'vl 7-0 = DESK 068 N vQi LWI r -7" 3'-10" 5'-4" 5'-10" .1 _o 2868 68 2868 2668 — — o rir ASS 't*n �I 1 °I _% '-2" 4'-4" 7'-0" 1 14'-10" _ " -4 _ " — — W =�— — o FO YER o I DINING o RM.co I to o 7 3 6 >_ a, +15 -6 a, 12'-1 " 1 3 ' 110" C) to to �Q = to J 04 10- ACT 2 8 °� It It o I — = Q N � of J 68 W SIDELITE I 10- CODE comp I a SAFETY GLASS 11650 16 O SH 1 co PERMIT#� w ocl = VENT TO OUTSIDE SIDE ITES 6050 SLIDER BUTTE COUNTY DEVELOPMENT SERVICES o = 4 I RE�JIU�EQC}0� 2 O O '—" _ C '1 -10" 4'-4" T-4" , 6'-9 2'-6 rn DATE B - 1 64' 1'-6n N Q r2016 SLIDER 2640 SH C> 9'-9a" 1046 LIDER BO TOM OF GLASS 60' + 5'-4" 5'-10" 6'-0" 7'-4-7'-3- 10'-74- 2'- 9j" OF 15'-3" 11 '-2" 28'- D" 6'- 0" 23'-0" 11 N I i� v 0 to REVIEWED FOR CODE COMPLIAN 3E JAN 12 2017 TRB AND ASSOCIAT S C' t0)LLJ Lf)D 0 Q a o rn w = = v � I m m W 0 a a w T K � LLI M °° ^ W a u^ w I� H3 Z O X00 F-+-� W a A O W > w w O � zz F Q w E-1 V)+ z KI TCHEIV N +8'-6" +9'-0" �+ I� BEDROOM 2 I ^� I +g'_6» p ® ® N 1/2 "DRYWALL WALLS AND CIELING 4 S TER BDR. 1 u) +9'-0" IFAMILYI I I 1 ROOM PANTRY = 10'-0" e 00' ^I o� I e 3'- " 15'-6" 2'-8" 00 3' 7" I 60-9- .40 I m I 1 I 2468 11- 5068 BYPASS a I " f2868 iV 2868 I 1 8 -4 4 v o o I ^ I vsz 0 I 1 I 00 1 00 ick 1 o _►� 1 N L 13'-0" — — — _ — 19'-6" 101 18 X 8' GARAGE DOOR N N 1 5068 BYPASS - 1'-1 = Q 3-1/2" x 11-1/4" L.V.L = of -4,;r— 6'-9" II N " =to L 0 01 X1(.Z ►'� QQ N d. � 'vl 7-0 = DESK 068 N vQi LWI r -7" 3'-10" 5'-4" 5'-10" .1 _o 2868 68 2868 2668 — — o rir ASS 't*n �I 1 °I _% '-2" 4'-4" 7'-0" 1 14'-10" _ " -4 _ " — — W =�— — o FO YER o I DINING o RM.co I to o 7 3 6 >_ a, +15 -6 a, 12'-1 " 1 3 ' 110" C) to to �Q = to J 04 10- ACT 2 8 °� It It o I — = Q N � of J 68 W SIDELITE I 10- CODE comp I a SAFETY GLASS 11650 16 O SH 1 co PERMIT#� w ocl = VENT TO OUTSIDE SIDE ITES 6050 SLIDER BUTTE COUNTY DEVELOPMENT SERVICES o = 4 I RE�JIU�EQC}0� 2 O O '—" _ C '1 -10" 4'-4" T-4" , 6'-9 2'-6 rn DATE B - 1 64' 1'-6n N Q r2016 SLIDER 2640 SH C> 9'-9a" 1046 LIDER BO TOM OF GLASS 60' + 5'-4" 5'-10" 6'-0" 7'-4-7'-3- 10'-74- 2'- 9j" OF 15'-3" 11 '-2" 28'- D" 6'- 0" 23'-0" 11 N I i� v 0 to REVIEWED FOR CODE COMPLIAN 3E JAN 12 2017 TRB AND ASSOCIAT S CADD NAME: MOUNTIAN OAKS DRAWING 3 of 6 C' t0)LLJ Lf)D 0 Q m LLI o rn Y m U W 0 a a w T K � LLI M °° ^ W IF u^ I� Z O X00 F-+-� W LL A LL W > w w � zz Mo Q E-1 LL. U� 6 rE--I `../ U) W C N =z O �— T) N CADD NAME: MOUNTIAN OAKS DRAWING 3 of 6 z •• 0 U W it � T K � 11c IF u^ I� Z O X00 F-+-� C) LL A LL U CADD NAME: MOUNTIAN OAKS DRAWING 3 of 6 W Z O A =z O CADD NAME: MOUNTIAN OAKS DRAWING 3 of 6 i ROOF NOTES: 1. ROOF FRAMING SHALL BE O 24" o.c. TYP. U.N.O. 2. ROOF PITCH SHALL BE Y12 3. ROOF OH SHALL BE 24" TYP. U.N.O. 4. ROOF COVERING SHALL BE COMP. SHINGLES o/ 154 FELT o/ 2" CDX OR OSB w/ 8d'S @ 6", 12" o.c. U.N.O. 5. ATTIC MOUNTED F.A.U. PROVIDE SERVICE LIGHT WITH SWITCH @ ACCESS HOLE. PROVIDE I I Ov SERVICE OUTLET @ UNIT. PROVIDE 24" WIDE CATWALK FROM ACCESS HOLE TO 30" SQUARE HIGH CLEAR MAINTENANCE PLATFORM @ UNIT 6. GUTTER GUARDS REQUIRED CRC SEC, R327.5.4 MrINIFFPINlr- pAr-FQ FASTENER SCHEDULE FOR STRUCTURAL MEMBERS TABLE R602.3.1 DESCRIPTION MATERIALS DESCRIPTION OF FASTENERS EDGES ( INCHES) INTERMEDIATE (� Lf) - �,D SUPPORTS ( INCHES ) WOOD STRUCTURAL PANELS, ROOF, WALL SHEATING TO FRAMING 3/8" - 1/2" 6d COM. (2 " x 0.113") NAIL (SUB FLR. WALL) 6 12 m 8d COM. (2 1/2" x 0.131 ") NAIL (ROOF) co LY 5/16" - 1/2" 6d COM. (2 " x 0.113") NAIL (SUB FLR. WALL) 6 12 D 8d COM. (2 1/2" x 0.131") NAIL (ROOF) W pq 19/32" - 1" 8d COM. (2 1/2" x 0.131 ") NAIL 6 12 1 1/8" - 1 1/4" 1 O COM. (3 " x 0.146") NAIL OR 6 12 0� 8d COM. (2 1/2" x 0.131") NAIL (DEFORMED) WW 1-4 A 60' 0" PERF. \-/ STRUCTURAL CALCULATIONS ( ATTACHED ) / AND BRACE WALL LINES ( B-1-8-10 ) BEAM ANALYSIS ( F -1-F-8 ) F0011NG ANALYSIS 1 ENGINEERS SHEETS 2 x 6 T& G SHEEnNG I 0 OQ�C ) I - I ' " '+8 iII ®�®o �O Q�M+ BEDROOM 2 j- QNN < Ck�ASTER BDR. +s o NFAMIL Y ROOM o HDU 5 co I 1 +10'-0" NOTE SHT. 5 N PANTRY 1 NN------fpURLIN 1 E ------_ 10'TOBOTTOM U0 N " � 2668 1 4 X 6 DF POST " 5 1/4" X 16" LVL HUCQ 610 � m I I AIR 1.8 E 2600 FB ( B-1) AIR °p m N 2X6 C.J. 0 44" C ►- WT 55LL HANDLE x N — — — — — 2468 Hq AC UNIT 5068 BYPASS 1 wr 55 Lit HEATER 1 O HANG FROM RR 1 PAD � I 20' MAX FROM ACCESS HNEAR PURi IN 00 ANG FROM RR \ W vi NEAR F'URLIN I 20' MAX FROM ACCESS � I 2 TON — — 2868 — — — — — — — — U — — — — — — — — — — — — — — — — ® �I I � 102868 ® � k ( 5068 BYPASS — 2X C.J. 0 24" Od � RIDGE STRAP JOIST NOT PARALLEL I — — — N o k 6 " 4' 10" WITH CIELING JOIST U� �� X / I HANDLE ' o CRC SEC. R802.3.1 W I 2668 Q v �v WT 5,5 L / I \ HGUS 5.50/14 I N DESK � N � / \ � 3068 I W I HANG PURLJN R 1 20' MAX FROM ACCESS X12 BEAM D # 2 (B-5 )\ 3-1/2" x 11-1/4" L.V.L (B-4) HDU 5 28 8 2ss8 2ss8 %2661111 +s'—o" BorroM I 10 +9'-0" BOTTOM "� 26 8 6068 BYPAS 00 I " ml DOUBLE 2 X 4 POST U.N.O. a 1 S2 1 2X6 C.J.924" 24 OC N o 2X6 R.R OC 2668 / 1 — _ — FD 1 ER �I I DINING RM. I ® �I o a I runs I I N +15f-6" W +9— N o , Q ml � I I 04 N o +9'-0" z\00 I— 4 X 10 HDR — BEDROOM 1 2668 � + � 1 N I HDU 2 +8'-6" DROP I Q I .HDU 5 1 "HDU 5 I _ DU 2 — 3068 W SIDELITES— \ 6 X 6 POSTS I cc � � o A 50 SH 1650 SH \ \ =1 15' 6" PERF. 6050 FIXED \ 1 I ( 2X6 C.J. 4 OC �j � � \ 4" OC a I VENT TO OUTSIDE 4 X10 HDR (V 2X6 C.J. 0 24" OC —�-- N `- 12 2X6 R.R 0 24" OC I I 6 X6 POSTS \ I SIDING ABOVE LOWER ROOF HDU 5 016 SLIDER 2640 SH — — — 6046 SLIDERHDU 2 — — — Ac� 'I 5046 SLIDER HDU 2 HDU 2 I 1 1 1 2X6 C. J.10 24" OC 1 1 0l 1 I tI Z511 DEVELOPMENTSERVICES WED FOR DMPLI 'N E3y� BY ROBERT ARKENBERG DATE:; REVIEWED FOR CODE COMPLIANCE JAN 12 L017 TRB AND ASSOCIATES HOUSE 21 u 1 SQ. FT. GARAGE 801 SQ. FT. COVERED PATIO 247 SOFT. PH. (5$0) X816 - CADD NAME: -MUUNTIAN OAKS DRAWING 4 of 6 C)Ld m (� Lf) - �,D m o rn rn lJ ' rn lJ ' L -D m In co LY Q V ' co W D w o W pq Pg Q I Z " (-) �,D LTJ 0� WW 1-4 A M w o �...� z a ZQ o 0 ~ c) _ M Ll!� CC) Q Lr-) � n/ O <1 P4 II__ Z CADD NAME: -MUUNTIAN OAKS DRAWING 4 of 6 C)Ld CD (� Lf) < m o rn Y < m 0 0 Q Q L<i w o 00 00 Q Q LL of It O < � cx 0� WW 1-4 A M w o �...� z a ZQ o w � O P4 Ln Z CADD NAME: -MUUNTIAN OAKS DRAWING 4 of 6 w z l--1 < V LL w.. O < � cx 0� �A A LL - CADD NAME: -MUUNTIAN OAKS DRAWING 4 of 6 W O A Z CADD NAME: -MUUNTIAN OAKS DRAWING 4 of 6 PLUMBING REQUIRMENTS: 1. KITCHEN ISLAND SINK CPC SECTION 909.1 AND BUTTE COUNTY REQUIRMENTS. 2.SHOWERS AND TUB/SHOWERS SHALL HAVE COMBINATION TYPE VAVLE. CPC SECTION 603 3. BACKFLOW PREVENTION DEVICE ON ALL EXTERIOR HOSE BIBS. 4. PLUMBING FIXTURES: a. WATER CLOSETS: 1.28 GAL. PER FLUSH b. SHOWER HEADS: 2.0 GAL. PER MINUTE c. LAV. FAUCETS: 1.2 GAL. PER MINUTE d. KITCHEN FAUCETS: 1.8 GAL. PER MINUTE WITH 2.2 GAL. PER MINUTE TEMPORARY FLOW. SHOWER DOOR SAFETY GLASS 22" MIN. WIDE DOOR SHOWER NON ABSORBENT SURFACE TO 72" ELECTRICAL NOTES: 1. PROVIDE AN ADDITIONAL 20 AMP BRANCH CIRCUIT FOR EACH BATHROOM AND LAUNDRY. THESE CIRCUITS SHALL SERVE NO OTHER OUTLETS. 2. ALL 15 & 20 AMP BRANCH CIRCUITS SUPPLYING OUTLETS INSTALLED IN BEDROOMS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUNROOMS, RECREATION ROOMS, HALLWAYS, CLOSETS, OR SIMILAR ROOMS, SHALL BE INSTALLED WITH A COMBINATION ARC -FAULT CIRCUIT INTERRUPTER. 3. PROVIDE (2) OR MORE 20 AMP SMALL APPLIANCE BRANCH CIRCUITS EVENLY PROPORTIONED IN THE KITCHEN, PANTRY, BREAKFAST ROOM, DINING ROOM, OR SIMILAR AREA'TO SERVE ALL WALL AND FLOOR OUTLETS. SUCH CIRCUITS SHALL HAVE NO OTHER OUTLETS 4. ALL 125 VOLT SINGLE PHASE 15 AND 20 AMP RECEPTACLES SHALL BE LISTED TAMPER RESISTANT RECEPTACLES. 5. PROVIDE 1l OV SMOKE DETECTORS @ ALL BEDRROMS AND CENTRALLY LOCATED IN HALLWAYS OUTSIDE OF BEDROOMS WITH A MINIMUM OF ONE DETECTOR PER FLOOR. 6. PROVIDE I I OV OR BATTERY OPERATED CARBON MONOXCIDE DETECTORS @ HALLWAYS OUTSIDE OF BEDROOM DOORS. WITH A MINIMUM OF ONE DETECTOR PER FLOOR. 7. ALL DETECTORS SHALL BE INTERCONNECTED. f 8. BAT1 ROOMS SHALL HAVE 1 HIGH EFFICENCE LIGHT OTHERS CONTROLED BY VACANCY SENSOR. 9. OUTDOOR LIGHTING TO BE HIGH EFF. / MOTION SENSOR WITH PHOTO CONTROL OR ASTRONOMICAL CLOCK. 10. KITCHEN COUNTER 4 FT. MAX SPACING BETWEEN RECEPTICALS. / GFI SHOWER NON ABSORBENT SURFACE TO 72" VENTILATION REQUIRMENTS: 1. KITCHEN VENTILATION: A. THE KITCHEN SHALL HAVE AN EXAUST FAN W/ A MIN. VENTILATION RATE OF 100 CFM. B. THE NOISE RATING SHALL BE 3 SONE MAX. C. THE FAN SHALL BE DUCTED TO THE OUTSIDE W/ A MINIMUM 5" DIA. SMOOTH DUCT (55' MAX. RUN W/ (2) ELBOWS OR FITTINGS). 2. BATHROOM VENTILATION: A. EACH BATHROOM SHALL HAVE AN EXAUST FAN W/ A MIN. VENTILATION RATE OF 50 CFM. B. THE NOISE RATE SHALL BE 3 SONE MAX. C. THE FAN SHALL BE DUCTED TO THE OUTSIDE W/ A MIN. 4" DIA. SMOOTH DUCT (75' MAX RUN W/ (2) ELBOWS OR FITTINGS). D. BATHROOM EXAUST FANS MUST BE CONTROLLED BY A HUMIDISTAT CONTROL CAPABLE OF ADJUSTMENT BETWEEN A RELATIVE HUMIDITY RANGE OF 50 % TO 80%. 2010 CGBSC SECTION 4.506. 3. WHOLE - BUILDING VENTILATION: Qfan = 0.01 Afloor + 7.5(Nbr+l) Qfan = 0.01(2157) + 7.5(3+1) Qfan = 51.57 CFM MIN. ONE BATHROOM FAN SHALL BE 70 CFM MIN. W/ A MAX. NOISE RATING OF 1 SONE. THE SWITCH SHALL BE LABELED "VENTILATION CONTROL". GFI O s LED GEN D PLUG GFI PLUG WALL LIGHT LED CAN LIGHT HIGH EFFICIENCE 110 V. SMOKE DETECTOR LOW SOUND FAN 4 FT. FLOUR LIGHT HIGH EFFICIENCE FAN LIGHT 220 V. 50% OF LIGHTING IN KITCHEN HIGH EFFICIENCE 120V RECEPTICAL WITHIN 3 FT. TYPE B VENT WITH STRIAGHT PIPE —oloo— GAS SUPPLY MIN 200,000 BTU DRAIN MAXIMUM 2 INCHES ABOVE STAND SIGNED: PERMIT# BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOS Cq DATE COMPLI BY ROBERT ARKENBERG DA REVIEWED FOR CODE COMPLIANT KK r. JAN I z 201F TRB AND ASSOCIATES HOUSE 2161 SQ. FT. GARAGE 801 SQ. FT. COVERED PATIO 247 SQ. FT. PH. (530) 876-8889 • • 0� � z QLd m o rn LD 0 Lo co U V W F- � L _N L_1— LL, 00 z�Ut,,-D U .. w —� Q rn O 4 A W cii a@ W 63 N W w z co �� O - r�__ ` l ry m LL_E4 Ln � L) V Q l._1— W • • U ui � z QLd m o rn E4 0 w m U n/ F- � L _N L_1— LL, 00 p U .. O 000 Q rn O 4 A W cii W 63 N W w z MD Z Q I--- M�1 LL_E4 4 � L) V rc ^E v ) W Qo P4 Lo N • • z FW Gra E4 w E� d- CD W U .. MM W rn O 4 A Aw w w � CADD NAME: MOUNTIAN OAKS DRAPING 5 of 6 Gra W rn O 4 A U1 �z O CADD NAME: MOUNTIAN OAKS DRAPING 5 of 6 DDDO DDD �0 w Mann DD Q Mann 000 1=0 =0 DD O m RIGHT ELEVATION DDD DDD �0 w DD DD Q OD 000 uu 000 DD 0 CDnKIT CI C\//1 TInKI DD �0 w DD DD Q OD rn DD DD O m COMP. ROOFING SHALL COMPLY WITH THE REQUIREMENTS OF CHAPTER 7A & 15 EXTERIOR WINDOWS AND GLAZED DOORS SHALL BE INSULATED GLASS UNITS WITH A MIN. OF ONE TEMPERED PANE LEFT ELEVATION � 4" LAP SIDING OR SIDING IN ACCORDANCE WITH CBC SECTION 704A.3 REAR ELEVATION SIGNED: FAIT# r5I( 2 ( BUTTE COUNTY DEVELOPMENT SERVICES RE"VIEWED FOR CO E COMPLI? ICE TE BY REVIEWED FOR CODE COMPLIANCE JAN 12 2u? TRD AND ASSOCIATES BY ROBERT ARKENBERG DATE:V7,jjX U_ PH. (530) 876-8889 'Vnn' W n/ o-) cj,**) D� V ' 00 III :D m pq PgQ Z Uc -D Q oo,, � � W 00 _ rl-� f::� M cl!� oc)QLF) n/Q n CADD NAME: MOUNTIAN OAKS DRAWING 6 of 6 w Q w rn Y w O m U � 0 Q J Q (n .. Q Ld m O 00< r- w Q E-4 L) L) A W A w zA 0 W a> mo w H L_ z Q �- LL- L) ~'N C Q0 x L0 N CADD NAME: MOUNTIAN OAKS DRAWING 6 of 6 w � z ZCD .. Q W E-4 L) L) A A w zA 0 CADD NAME: MOUNTIAN OAKS DRAWING 6 of 6 zA 0 N O Z CADD NAME: MOUNTIAN OAKS DRAWING 6 of 6 AREAS AND IN GARAGE SHALL BE REINFORCED WITH REINFORCING BAR OR WIRE MESH. PROVIDE WATERPROOF MEMBRANE BETWEEN SLAB AND ROCK BASE AT ALL LIVING AREAS OR AS RECOMMENDED BY 501L5 REPORT. 5. FINE AND COARSE AGGREGATE SHALL CONFORM TO ASTM G-33 FOR STANDARD WEIGHT CONCRETE ANDS ASTM G-330 FOR LIGHT WEIGHT CONCRETE. 6. DRY PACK SHALL BE COMPOSED OF ONE PART PORTLAND GEMENT TO NOT MORE THAN THREE PARTS SAND. 7. CONCRETE SHALL BE CURED BY KEEPING CONTINUOUSLY NET FOR 10 DAYS OR BY AN APPROVED CURING COMPOUND. 8. REFER TO ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PLUMBING PLANS FOR MISCELLANEOUS ITEMS TO BE CAST INTO CONCRETE AND FLOOR DEPRESSIONS, ETC,. q. SEE ARCHITECTURAL PLANS FOR LOCATIONS OF EXPANSION JOINTS, SCORING, ETC,. FOR CONCRETE WALK5, SLABS, AND OTHER FLAT WORK. 10. CONCRETE FOR SLAB ON GRADE SHALL HAVE A MAXIMUM OF 4" SLUMP PER ASTM 0-134. 5 SACKS OF GEMENT PER CUBIC YARD OF CONCRETE. GEMENT TO BE PER ASTM 0-150 TYPE I OR 2. REINFORCING STEEL: 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, 15 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 15 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. i` F. SHEAR WALL_ NOTES I. FOR SHEAR WALL TYPES G, D a E FOUNDATION SILL PLATES AND ALL FRAMING RECEIVING EDGE NAILING FROM ABUTTING PANELS SHALL NOT BE LE55 THAN A 51NOLE 3x MEMBER. NAILING TO 3x MEMBERS SHALL BE STAGGERED. 2. WHEN T-1-11 SIDING IS USED FOR SHEAR PLY. INSTALL DOUBLE STUDS STITCH NAILED W/ 16d'S 12" O.G. OR 3X MEMBER AT ALL PANEL JOINTS AND EDGE NAIL EACH PANEL AT JOINTS. 3. 8d COMMON OR HOT DIPPED GALVANIZED NAILS TO BE (2 1/2" X 0.131") 4. ALL NAILS FASTENED TO PRESSURE TREATED LUMBER TO BE HOT DIPPED GALVANIZED. 5. PLATE WASHERS TO BE WITHIN 1/2" OF PLY5IDE OF SILL PLATE FOR ALL ANCHOR BOLTS. fiYF I GAL FRAM I NGI NOTES I. ALL HEADERS © INTERIOR BEARING WALLS � EXTERIOR WALLS ARE 4X12 OR 6X8 UNO. 2. MULTIPLE 2X MEMBERS JOISTS, HEADERS AND BEAMS SHALL BE NAILED TOGETHER WITH 2 ROWS 16d'5 o 12" O.G. 5. WHERE RAKED WALLS OCCUR ALL STUDS SHALL BE BALLOON FRAMED TO BOTTOM CORD OF TRUSS, RAFTER, ROOF SHEATHING OR CEILING JOIST. 4. PROVIDE SOLID BLOCKING IN FLOOR CAVITY UNDER STRUCTURAL POSTS. PROVIDE MATCHING POSTS EXTENDING TO SUPPORTING BEAM OR FOUNDATION BELOW. 5. ALL METAL HARDWARE NOTED ON THE PLANS ARE PRODUCTS OF SIMF50N STRONG -TIE COMPANY, INC. OR EQUAL. 6. RAFTERS SHALL BE NAILED TO ADJACENT CEILING JOISTS TO FORM A CONTINUOUS TIE. WHERE RAFTERS ARE NOT PARALLEL TO JOISTS, RAFTERS SHALL BE TIED TO MIN. IX4 GROSS TIES AT 48" O.G. MAX. 7. WHERE GIRDER TRUSS OCCURS, PROVIDE FULL BEARING SUPPORT USING BUILT-UP 2X STUDS OR 4X POST, UNLE55 NOTED OTHERWISE. 8. AT CALIFORNIA OVERFRAMINO THE LOWER ROOF SHEATHING SHALL BE CONTINUOUS EXCEPT WHERE 22"X50" ACCESS 15 REO'D. q. ALL FASTENERS PENITRATING PRESSURE TREATED LUMBER TO BE HOT DIPPED GALVANIZED. CONNECTION HOLDOWN5: SHEAR Y AL=L= SCHEDULE GENERAL NOTES: TOENAIL 2. BRIDGING TO JOIST 2 -ad COMMON (2.5" X 0.131") I. ALL CONSTRUCTION SHALL COMPLY WITH THE CURRENTLY ACCEPTED EDITION OF THE I. ALL HOLDOWN5 ARE SIMP50N STRONG -TIE OR EQUIVALENT. 4. WIDER THAN 1"X(5" 5UBFLO0R TO EA. J015T 3 -ad COMMON (2.5" X 0.131") CALIFORNIA BUILDING CODE (GBG) AND GBG STANDARDS. 2. LOCATION OF HOLDOWN5 ON PLAN ARE APPROXIMATE. THE CONTRACTOR SHALL BLIND AND FAGENAIL 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF THE BUILDING DURING TYPICAL FACE NAIL BRACED WALL PANELS DETERMINE THE ACTUAL LOCATIONS BASED ON THE LENGTH OF SHEAR WALLS, TYPE OF WALL SYSTEM STRENGTH: 1PLF SEISMIC END NAIL CONSTRUCTION AND SHALL PROVIDE ADEQUATE SHORING AND BRACING DURING 4-5d COMMON (2.5" X 0.131") 2-I6d COMMON (3.5" X 0.162") HOLDOWN AND THE MANUFACTURES RECOMMENDED INSTALLATION. 173 PLF WIND 11 I6d (3.5" X 0.135") a 24" O.G. CONSTRUCTION. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE SAFETY 5• ALL HOLDOWN5 ARE TO BE INSTALLED IN PLACE PRIOR TO POURING CONCRETE. 3/8" STRUCTURAL WOOD PANELS (BLOCKED) II. BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE REGULATIONS. TOENAIL 12. RIM JOIST TO TOP PLATE ad (2.5" X 0.13111) 66" O.G. 5. DETAILS NOT SPECIFICALLY SHOWN SHALL BE SIMILAR TO DETAILS FOR SIMILAR LUMBER AND CARPENTRY: NAILING: 8d (COMMON OR HOT DIPPED GALVANIZED)'. 4. CONSTRUCTION SHOWN ON PLAN. TYPICAL DETAILS SHALL APPLY UNLESS SHOWN OTHERWISE ON THE DRAWINGS. I. ALL STRUCTURAL LUMBER SHALL BE GRADED IN ACCORDANCE WITH THE STANDARD 3 -ad COMMON (2.5" X 0.131") 5. ALL PREFABRICATED CONNECTING HARDWARE SPECIFIED IS SIMPSON PRODUCTS OR 4 -ad COMMON (2.5" X 0.131") GRADING RULES NO. 16 FOR WEST COAST LUMBER AND SHALL HAVE A MAXIMUM 6" O.G. ©EDGES 3-I6d COMMON (3.5" X 0.16211) MINIMUM, TABLE 2305.10.4.1 APPROVED EQUAL SUCH AS USP. INSTALL PER MANUFACTURES SPECIFICATIONS FOR Ia. CEILING JOISTS TO PARALLEL RAFTERS SEE SECTION 2308.10.4.1, TABLE 2308.10.4.1) MOISTURE CONTENT OF Id%. 12" O.G. a FIELD Iq. RAFTER TO PLATE SEE SECTION 2308.10.1, TABLE 2308.10.1) MAX LOADING. 2. ALL STRUCTURAL PLYWOOD SHALL BE STRUCTURAL II OR G -D GRADE WITH EXTERIOR LEDGER STRIP 6. THE CONTRACTOR SHALL COORDINATE THE WORK OF ALL TRADES AND SHALL CHECK WOOD STRUCTURAL PANELS AND PARTICLEBOARD" GLUE UNLE55 NOTED OTHERWISE ON THE ARCHITECTURAL PLANS. 1/2"0 ANCHOR BOLT SPACING 72" W/ 2X P.T. SILL SUBFLOOR, ROOF AND WALL SHEATHING (TO FRAMING) ALL DIMENSIONS. ANY DISCREPANCIES SHALL BE GALLED TO THE ATTENTION OF 5. STRUCTURAL PLYWOOD MAY BE SUBSTITUTED WITH AN EQUIVALENT APA RATED SIMPSON HI RAFTER TO PLATE @ 48" O.G. RANCHO ENGINEERING AND SHALL BE RESOLVED BEFORE PROCEEDING WITH THE WORK I I/a" TO 1 1/4" IOdc or ad ORIENTED STRAND BOARD (OSB). 51MP50N A55 SHEAR TRANSFER @ 36" O.G. OL AFFECTED. 4. ALL WOOD BEARING ON CONCRETE OR MASONRY SHALL BE PRESSURE TREATED SILL SHEAR TRANSFER NAILING I6d 7. NO STRUCTURAL MEMBERS SHALL BE OUT, NOTCHED, OR OTHERWISE PENETRATED DOUGLAS FIR, REDWOOD OR OTHER APPROVED DECAY RESISTANT MATERIAL. @ 6" O.G. (COMMON, BOX OR SINKER) UNLESS SPECIFICALLY APPROVED BY THE ENGINEER IN ADVANCE OR AS SHOWN ON 5. STRUCTURAL MEMBERS SHALL NOT BE OUT OR NOTCHED UNLESS SPECIFICALLY NOTED w 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, WALL SYSTEM STRENGTH: 260 PLF SEISMIC ANY OF THESE DRAWINGS. EXCEPT WHEN LEDOERED. 365 PLF WIND 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 5/8" STRUCTURAL WOOD PANELS (BLOCKED) ENGINEER FOR ANY NEEDED CLARIFICATIONS. OVER 10" IN DEPTH. GROSS -BRIDGING SHALL BE PROVIDED AT 10' O.G. FOR 10. STAIRS: RISE 4" MINIMUM TO 7.0" MAXIMUM; RUN II" MINIMUM; HEADROOM 6-8" MINIMUM; DIMENSIONED ROOF RAFTERS OVER 10 IN DEPTH. USE SOLID BLOCKING OR AN NAILING: 8d (COMMON OR HOT DIPPED GALVANIZED) WIDTH 36" MINIMUM PER GBG. APPROVED METAL TYPE BRIDGING. 11. UNENCLOSED FLOOR AND ROOF OPENINGS, OPEN AND GLAZED SIDES OF STAIRWAYS, 8• ALL NAILING TO BE PER GBG TABLE 2304.11.1, UNLESS OTHERWISE NOTED. fl 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 6 O.G. o EDGES 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" O.G. © FIELD 12. FOUR STEPS OR MORE REQUIRES A CONTINUOUS HANDRAIL 34" TO 58" ABOVE TREAD 10. PANELS A MINIMUM OF 4'. FRAMING CONTRACTOR SHALL PROVIDE BACKING AS REQUIRED FOR ALL LIGHT 1/2"0 ANCHOR BOLT SPACING 32" W/ 2X P.T. SILL 13. NOSING PER GBG. PROVIDE ATTIC ACCESS FOR ALL ATTIC AREAS WITH 30" OR MORE IN HEIGHT, MIN. FIXTURES CABINETS, WARDROBES, TOWEL BARS, HANDRAILS, ETC. AS REQUIRED AND SIMPSON HI RAFTER TO PLATE @ 24" O.G. ACCESS SIZE IS 22"X30" OR 50"X30" WITH WALK, PLATFORM, AND LIGHT IF FAU 15 IN REQUESTED BY THE GENERAL CONTRACTOR. SIMPSON A35 SHEAR TRANSFER � 24" O.G. V ATTIC. II. EXTERIOR WOOD POSTS AND COLUMNS SUPPORTED BY A CONCRETE SLAB SHALL BE SILL SHEAR TRANSFER NAILING I6d 14. PROVIDE INSPECTION IN ACCORDANCE WITH GBG SECTION 10&. INSTALLED A MINIMUM OF 6" ABOVE EXPOSED EARTH AND AT LEAST I" ABOVE SLAB @ 4" O.G. (COMMON, BOX OR SINKER) 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 DESIGN CRITERIA: ON PIERS SURROUNDED BY NATURAL GRADE SHALL BE A MINIMUM OF &" ABOVE WALL SYSTEM STRENGTH: 380 PLF SEISMIC GRADE. ALL ISOLATED INTERIOR AND EXTERIOR POSTS ATTACHED DIRECTLY TO C' 532 PLF WIND I. THE STRUCTURE HAS BEEN DESIGNED FOR THE FOLLOWING CRITERIA: CONCRETE SHALL BE SECURED WITH A SIMPSON PBS ANCHOR OR EQUIVALENT, UNLESS 3/8" STRUCTURAL WOOD PANELS (BLOCKED) I.I. SEISMIC': NOTED OTHERWISE. -SEISMIC IMPORTANCE FACTOR: 1 12. PROVIDE A 2X4 HEADER FOR ALL INTERIOR NONBEARING OPENINGS UP TO 36" IN NAILING: 8d (COMMON OR HOT DIPPED GALVANIZED) -MAPPED SPECTRAL RESPONSE ACCELERATIONS: Ss = 0.62q, 51 = 0.266 WIDTH. PROVIDE A 4x4 HEADER FOR ALL INTERIOR NONBEARING OPENINGS 3' TO 6' IN -SEISMIC,SITE GLASS: D WIDTH. USE A 4X6 HEADER FOR OPENINGS GREATER THAN 6. 4" O.G. EDGES -SEISMIC RESPONSE COEFFICIENTS: SD5 = 0.544, SDI = 0.331, Gs = 0.084 13. 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. 12" O.G. FIELD -BASIC SEISMIC FORGE RESISTING SYSTEM: LIGHT FRAMED SHEAR WALL5 14. PROVIDE SOLID BLOCKING FOR ALL FRAMING MEMBERS AT ALL SUPPORTS. ANCHOR BOLT STAGING 2I" W/ 2X P.T. SILL -RESPONSE MODIFICATION FACTOR: R = 6.5 15. BOLTS UNLESS BOLTS FOR TIMBER CONNECTIONS SHALL BE ASTM A507 MACHINE B SIMPSON A35 SHEAR TRANSFER & 16" O.G. -ANALYSIS PROCEDURE: EQUIVALENT STATIC. FORGE PROCEDURE OTHERWISE NOTED. BOLTS SHALL BE INSTALLED IN ACCORDANCE WITH THE LATEST SILLLL SHHEEAR TRANSFER NAILING I6d 1.2. WIND: EDITION OF THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION BY THE -WIND SPEED: 110 MPH NATIONAL FOREST PRODUCTS ASSOCIATION. BOLT HOLES SHALL BE 1/16" SMALLER ©3" O.G. (COMMON, BOX OR SINKER) -WIND EXPOSURE: G THAN THE BOLT DIAMETER. 1.3. LIVE LOADS 16. HOLES FOR LAO SCREW SHANK SHALL BE THE SAME DIAMETER AND LENGTH A5 THE -ROOF CONSTRUCTION/ SNOW LOAD: 20 PSF SHANK. THE REMAINING DEPTH OF THE PENETRATION SHALL BE 70% OF THE SHANK WALL SYSTEM STRENGTH: 4q0 PLF SEISMIC -RESIDENTIAL FLOOR LOAD: 40 PSF DIAMETER. SEE NOTE I 685 PLF WIND 17. PROVIDE MALLEABLE IRON WASHERS OR GUT PLATE WASHERS UNDER NUTS AND BOLT SITE WORK AND FOUNDATION: OR LAG SCREW HEADS THAT BEAR ON WOOD. 3/8" STRUCTURAL WOOD PANELS (BLOCKED) 18. WHEN REQUIRED NAILING TENDS TO SPLIT WOOD PRE DRILL NAIL HOLES TO 75% OF THE I. FOUNDATION SOIL SHALL BE NATIVE UNDISTURBED SOIL OR ENGINEERED FILL AS PER NAIL SHANK DIAMETER. NAILING: 8d (COMMON OR HOT DIPPED GALVANIZED) THE PROJECT SOILS REPORT WHERE APPLICABLE. ALL ENGINEERED FILL SHALL BE Iq. INSTALL FIRE BLOCKS TO GUT OFF ALL HORIZONTAL AND VERTICAL DRAFT OPENINGS SPECIAL INSPECTED AND A PAD CERTIFICATION FROM THE TESTING AGENCY SHALL BE BETWEEN TWO STORIES AND ROOF ATTIC, SPACES. FIRE BLOCKS SHALL BE OF 2 PROVIDED. NOMINAL THICKNESS. LOCATION OF FIRE BLOCKS ARE AS REQUIRED BY THE GBG. 3" O.G. EDGES 2. IF NO GEOTECHNICAL REPORT WAS PROVIDED, DESIGN IS BASED ON LOCAL 20.ALL BEAMS AND GIRDER TRUSSES TO BE SUPPORTED WITH FULL BEARING TO 12" O.G. FIELD JURISDICTION ALLOWABLE LOADS AND RECOMMENDATIONS. FOUNDATION UNLESS OTHERWISE NOTED. 1/2"0 ANCHOR BOLT SPACING 18" W/ 2X P.T. SILL 5. GRADING SHALL BE PROVIDED TO ACCOMPLISH A 5% SLOPE AWAY FROM HOUSE FOR 21. ALL WALLS ON A FLOOR ARE TO BE SUPPORTED BY DOUBLE JOISTS OR SOLID 5/8"O ANCHOR BOLT SPACING 24" W/2X P.T. SILL 4. A MINIMUM OF 10'. NO UTILITY TRENCHES SHALL BE ALLOWED NEAR THE BUILDING TRENCHES WHICH 22. BLOCKING, UNLESS NOTED OTHERWISE. PROVIDE FURRING AS NECESSARY TO ALIGN NON -SHEAR WALLS WITH SHEAR WALLS SIMF50N A55 SHEAR TRANSFER a 12" O.G. EXTEND DEEPER THAN A 45 DEGREE LINE PROJECTED DOWN AND AWAY FRO THE AS REQUIRED. SILL SHEAR TRANSFER NAILING (2) ROWS BOTTOM OUTSIDE CORNER OF ANY FOOTING. 23. PROVIDE SOLID BLOCKING BETWEEN JOISTS AT BEARING WALLS AND AT SHEAR WALLS. 16d 4" O.G. (COMMON, BOX OR SINKER) 5. PLACE 20' REBAR IN FOUNDATION AND STUB UP ABOVE FINISHED CONCRETE AT POWER 24. REFER TO MANUFACTURES SPECIFICATIONS FOR DRILLING AND GUTTING HOLES IN WEBS METER LOCATION. OF MANUFACTURED I -JOISTS. 25. EXCEPT WHERE PLANS SHOW SPECIFIC FRAMING ALL FRAMING SHALL COMPLY WITH THE CONCRETE: GBG CHAPTER 23, CONVENTIONAL CONSTRUCTION PROVISIONS, AS A MINIMUM. 26. FOR GLUE -LAMINATED BEAMS, FABRICATION SHALL BE PERFORMED IN AN APPROVED I. THE MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS SHALL BE 3000 PSI PER GBG. FABRICATOR'S SHOP IN ACCORDANCE WITH GBG 1701.7 2. ALL GEMENT USED SHALL CONFORM TO ASTM G-150 STANDARDS. 27. GLUE -LAMINATED BEAM INSPECTION CERTIFICATES SHALL BE SUBMITTED TO THE FIELD 5. HORIZONTAL REINFORCING (FOOTING AND STEM WALL); MIN. (1) #4 REBAR 2" BELOW TOP INSPECTOR PRIOR TO COMPLETION OF THE FRAME INSPECTION IN ACCORDANCE WITH OF STEM WALL AND 3" CLEAR ABOVE BOTTOM OF THE FOOTING AND AT 18" O.G. THE GBG 1704.6.2. TABLE 2304.�i.1 MAXIMUM HORIZONTAL 5PAGING. FASTENING SCHEDULE 4. CONCRETE SLABS SHALL BE A MINIMUM OF 5.5" THICK PER GBG. SLABS UNDER LIVING AREAS AND IN GARAGE SHALL BE REINFORCED WITH REINFORCING BAR OR WIRE MESH. PROVIDE WATERPROOF MEMBRANE BETWEEN SLAB AND ROCK BASE AT ALL LIVING AREAS OR AS RECOMMENDED BY 501L5 REPORT. 5. FINE AND COARSE AGGREGATE SHALL CONFORM TO ASTM G-33 FOR STANDARD WEIGHT CONCRETE ANDS ASTM G-330 FOR LIGHT WEIGHT CONCRETE. 6. DRY PACK SHALL BE COMPOSED OF ONE PART PORTLAND GEMENT TO NOT MORE THAN THREE PARTS SAND. 7. CONCRETE SHALL BE CURED BY KEEPING CONTINUOUSLY NET FOR 10 DAYS OR BY AN APPROVED CURING COMPOUND. 8. REFER TO ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PLUMBING PLANS FOR MISCELLANEOUS ITEMS TO BE CAST INTO CONCRETE AND FLOOR DEPRESSIONS, ETC,. q. SEE ARCHITECTURAL PLANS FOR LOCATIONS OF EXPANSION JOINTS, SCORING, ETC,. FOR CONCRETE WALK5, SLABS, AND OTHER FLAT WORK. 10. CONCRETE FOR SLAB ON GRADE SHALL HAVE A MAXIMUM OF 4" SLUMP PER ASTM 0-134. 5 SACKS OF GEMENT PER CUBIC YARD OF CONCRETE. GEMENT TO BE PER ASTM 0-150 TYPE I OR 2. REINFORCING STEEL: 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, 15 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 15 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. i` F. SHEAR WALL_ NOTES I. FOR SHEAR WALL TYPES G, D a E FOUNDATION SILL PLATES AND ALL FRAMING RECEIVING EDGE NAILING FROM ABUTTING PANELS SHALL NOT BE LE55 THAN A 51NOLE 3x MEMBER. NAILING TO 3x MEMBERS SHALL BE STAGGERED. 2. WHEN T-1-11 SIDING IS USED FOR SHEAR PLY. INSTALL DOUBLE STUDS STITCH NAILED W/ 16d'S 12" O.G. OR 3X MEMBER AT ALL PANEL JOINTS AND EDGE NAIL EACH PANEL AT JOINTS. 3. 8d COMMON OR HOT DIPPED GALVANIZED NAILS TO BE (2 1/2" X 0.131") 4. ALL NAILS FASTENED TO PRESSURE TREATED LUMBER TO BE HOT DIPPED GALVANIZED. 5. PLATE WASHERS TO BE WITHIN 1/2" OF PLY5IDE OF SILL PLATE FOR ALL ANCHOR BOLTS. fiYF I GAL FRAM I NGI NOTES I. ALL HEADERS © INTERIOR BEARING WALLS � EXTERIOR WALLS ARE 4X12 OR 6X8 UNO. 2. MULTIPLE 2X MEMBERS JOISTS, HEADERS AND BEAMS SHALL BE NAILED TOGETHER WITH 2 ROWS 16d'5 o 12" O.G. 5. WHERE RAKED WALLS OCCUR ALL STUDS SHALL BE BALLOON FRAMED TO BOTTOM CORD OF TRUSS, RAFTER, ROOF SHEATHING OR CEILING JOIST. 4. PROVIDE SOLID BLOCKING IN FLOOR CAVITY UNDER STRUCTURAL POSTS. PROVIDE MATCHING POSTS EXTENDING TO SUPPORTING BEAM OR FOUNDATION BELOW. 5. ALL METAL HARDWARE NOTED ON THE PLANS ARE PRODUCTS OF SIMF50N STRONG -TIE COMPANY, INC. OR EQUAL. 6. RAFTERS SHALL BE NAILED TO ADJACENT CEILING JOISTS TO FORM A CONTINUOUS TIE. WHERE RAFTERS ARE NOT PARALLEL TO JOISTS, RAFTERS SHALL BE TIED TO MIN. IX4 GROSS TIES AT 48" O.G. MAX. 7. WHERE GIRDER TRUSS OCCURS, PROVIDE FULL BEARING SUPPORT USING BUILT-UP 2X STUDS OR 4X POST, UNLE55 NOTED OTHERWISE. 8. AT CALIFORNIA OVERFRAMINO THE LOWER ROOF SHEATHING SHALL BE CONTINUOUS EXCEPT WHERE 22"X50" ACCESS 15 REO'D. q. ALL FASTENERS PENITRATING PRESSURE TREATED LUMBER TO BE HOT DIPPED GALVANIZED. CONNECTION PASTENIN& om LOCATION I. JOIST TO SILL OR GIRDER 3-5d COMMON (2.5" X 0.131") TOENAIL 2. BRIDGING TO JOIST 2 -ad COMMON (2.5" X 0.131") TOENAIL EA. END 3. 1"X6" 5UBFLOOR OR LESS TO EA. J015T 2 -ad COMMON (2.5" X 0.131") FACE NAIL 4. WIDER THAN 1"X(5" 5UBFLO0R TO EA. J015T 3 -ad COMMON (2.5" X 0.131") FACE NAIL 5. 2" 5UBFLOOR TO J015T OR GIRDER 2-I6d COMMON (2.5" X 0.162") BLIND AND FAGENAIL 6. SOLE PLATE TO J015T OR BLOCKING SOLE PLATE TO JOIST OR BLOCKING a BRACED WALL PANEL Ibd (3.5" X 0.1351.) a I6" O.G. 3" - I6d (3.5" X 0.135")a I6" O.G. TYPICAL FACE NAIL BRACED WALL PANELS 7. TOP PLATE TO STUD 2-I6d COMMON (2.5" X 0.1629 END NAIL a. STUD To SOLE PLATE 4-5d COMMON (2.5" X 0.131") 2-I6d COMMON (3.5" X 0.162") TOENAIL END NAIL q. DOUBLE STUDS I6d (3.5" X 0.135") a 24" O.G. FACE NAIL 10. DOUBLE TOP PLATES DOUBLE TOP PLATES Ibd (3.5" X 0.135") a Ib" O.G. 8-I6d COMMON (2.5" X 0.162'7 TYP. FACE NAIL LAP SPLICE II. BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE 3 -ad COMMON (2.5" X 0.131") TOENAIL 12. RIM JOIST TO TOP PLATE ad (2.5" X 0.13111) 66" O.G. TOENAIL 13. TOP PLATES, LAPS AND INTERSECTIONS 2-I6d COMMON (2.5" X 0.162") FACE NAIL 14. CONTINUOUS HEADER, TWO PIECES Ibd COMMON (3.5" X 0.162") 16" O.G. ALONG EDGE 15. CEILING JOISTS TO PLATE 3 -ad COMMON (2.5" X 0.131") TOENAIL I6. CONTINUOUS HEADER TO STUD 4 -ad COMMON (2.5" X 0.131") TOENAIL 117. CEILING JOISTS, LAPS OVER PARTITIONS SEE SECTION 2308.10.4.1, TABLE 2308.10.4.1) 3-I6d COMMON (3.5" X 0.16211) MINIMUM, TABLE 2305.10.4.1 FACE NAIL Ia. CEILING JOISTS TO PARALLEL RAFTERS SEE SECTION 2308.10.4.1, TABLE 2308.10.4.1) 3-I6d COMMON (3.5" X 0.162") MINIMUM, TABLE 2308.10.4.1 FACE NAIL Iq. RAFTER TO PLATE SEE SECTION 2308.10.1, TABLE 2308.10.1) 3-8d COMMON (2.5" X 0.131") TOENAIL 20. 1" DIAGONAL BRACE TO EA. STUD AND PLATE LEDGER STRIP 3-I6d COMMON (2.5" X 0.131") ANCHOR BOLTS: (CONT. TABLE ABOVE RIGHT) I. TYPICAL SIZE AND SPACING SHALL BE 1/2" (P WITH A MINIMUM OF 7" EMBED INTO THE a. Common or box nails are permitted to be used except where otherwise noted. b. Nails spaced at b inches on center at edges, 12 inches at Intermediate supports except b inches at supports where spans are 48 inches or 2X8 FIRST CONCRETE POUR. BOLTS SHALL BE SPACED AT 72" O.G. MAX FOR SINGLE more. For nailing of wood structural panel and particle board diaphragms and shear walls, refer to Section 2305. Nails for wall sheoting are 1/2" AND LESS STORY AND 48" O.G. MAX FOR TWO STORY BUILDINGS. permitted c. torbdeformed om, box or shank (bdasi gx 0.113"�5d - 2 I/2" x 0.131"; lOd - 3" x 0.148"). 2. PLATE WASHERS A MINIMUM SIZE OF 3X3 X0.22q SHALL BE USED ON EA. BOLT. d.Common (bd -:2" x 0.113"}3d - 2 1/2" x 0.131"; Iod - 3" x 0.145"). 3. FOUNDATION SILL SHALL BE BOLTED TO THE FOUNDATION OR FOUNDATION WALL AT e. Deformed shank (bd - 2" x 0.115"; ad - 2 1/2" x 0.131"; 10d - 3" x 0.145"). 15'-q" ALL HOUSE AND GARAGE PERIMETER WALLS AND AT ALL INTERIOR SHEAR WALLS. f. Corrosion resistant siding (66 - I -1/a" x 0.106"; ad - 2 3/a" x o.125") or casing (bd - 2" x O.Ogg"; ad - 2 1/2" x 113") nail. 4. FOUNDATION SILL AT INTERIOR NON -SHEAR WALLS MAY USE SHOT PINS FOR g. Fosterners spaced 3 Inches on center at exterior edges and b Inches on center at Intermediate supports, when used as structvrol sheathing. Spacing shall be 6 Inches on center on the edges and 12 Inches oncenter at Intermediate supports for nonstructural applications. 16'-6" CONNECTION TO SLAB. SHOT PINS MUST BE 0.140" SHANK DIAMETER WITH 0.300" HEAD h. Corrosion resistant roofing nails with -1116 Inch dio. head and 1 1/2" inch length for I/2" length for 1/2" Inch sheathing and 1 3/4 Inch lenth for 5. DIAMETER AND WASHER AND A MINIMUM OF 2.5" LONG. ALL SILL PLATES MUST HAVE A MINIMUM OF ONE ANCHOR BOLT WITHIN 12 OF EACH 25/32 Inch sheathing. i. Corrosion resistant staples with nominal -1/I6" crown and I Va" length for 1/2" inch sheathing and 1 3/4" inch length for 25/32 Inch sheathing. CE I Ls I NCC JOIST SCHED. J. Casing (1 1/2" x 0.050" or finish (1 1/2" x 0.0-72") nails spaced 6" on panel edges, 12" at intermediate supports. 16" O.G. DF#2 MAX. SPAN = 24" O.G. DF#2 MAX. SPAN = END, OR TWO BOLTS BETWEEN HOLDOWNS. k. Panel supports at 24". Casing or finish nails spaced 6" on panel edges, 12" at intermediate supports. 6. AS A REPAIR FOR MISPLACED OR MISSING ANCHOR BOLTS SIMPSON 5/8"X7" 1. For roof sheathing applications, ad nails (2 1/2" x 0.113") are the minimum required for wod structural panels. 2X8 © 2X8 a WEDGE -ALL ANCHORS MAY BE USED. THE ANCHOR MUST BE EMBEDDED A MINIMUM OF M. Staples shall have a minimum crown width of -1/I6 Inch. n. For roof sheathing applications, fasteners spaced 4 inches on center at edges, a Inches at intermediate supports for subfloor and wall Ibd COMMON (3.5" X 0.1629 4.5" INTO THE CONCRETE WITH AN EDGE DISTANCE OF 2.5". INSTALL ANCHORS PER sheathing and 3 Inches on center at edges, b inches at inermediote supports for roof sheathing. 3-I0d COMMON (3" X 0.148") MANUFACTURES SPECIFICATIONS. o. Fostners spaced 41nches on center at edges, 5 Inches at intermediate supports for subfloor and wall sheathing and 3 Inches on center at 3-10d COMMON (3" X 0.148") edges, 6 inches at Intermediate supports for roof sheathing. 2-I6d COMMON (3.5" X 0.162") 28. p. Fasteners spaced 4 Inches on center at edges, 5 inches at intermediate supports. 7`i F I GAL LUMBER GRADES Ill z:7 � Q I. 2X, 4X BEAMS, HEADERS AND POSTS DF#2 OR BETTER. O0 < �0 W = Q -' W 00 z �Qu I Q1u = =! V?S - > U1F-DC�z �Q J�QO� 2. 6X BEAMS, HEADERS AND POSTS DF#I OR BETTER. z 2 H O _ z OC k) -OV -a O W yt--<vvz)v_jyfj1L3:1L1 _0L, 3. 2X JOISTS AND RAFTERS DF#2 OR BETTER. Z= U- LU 2= O LU v Z� Q Q O O Q O _ I- _ O~wZ=pZIL )_j 0) -zz< 4. 2X STUDS 10' MAX HEIGHT DF#3 OR BETTER. Z H 0-()3:u- O v Z m Q W� Q ty 0 4 ON)_v--iw=iztu D-0zQIX�IQz to 5. 2X4 STUDS 14' NONBEARING DF#2 OR BETTER. = Z W In � v- 0 2 O NQLZ Q d 0 O v 6. 2X6 STUDS 15' MAX HEIGHT STUD GRADE OR BETTER. § � 0O OU 1 � < � a Q Q 7. 2X6 STUDS 20' NONBEARING DF#2 OR BETTER. 8. GLUE LAMINATED BEAMS 24F -V4 WITH 2000' RADIUS. Uj q. PARALLEL STRAND LUMBER (PSL) Fb=2g00 PSI Fv=2110 PSI E=2.OX10�6 PSI z 10. LAMINATED STRAND LUMBER (LVL) Fb=2600 PSI Fv=285 PSI E=1.8X10 6 PSI II. ROOF PLY TO BE 1/2" GDX (32/16) OR OSB STAGGER JOINTS $ RUN PERPENDICULAR TO ROOF FRAMING. NAIL WITH 8d'5 6" O.G. @ EDGES III II AND BOUNDARY 12" O.G. FIELD UNO. lel 12. FLOOR PLY. TO BE 5/4" T/G (48/24) OR EQUIVALENT OSB STAGGER LU JOINTS & RUN PERPENDICULAR TO FLOOR FRAMING. GLUE AND FASTEN WITH 8d'5 O.G. © EDGES AND BOUNDARY 12" O.G. FIELD UNO. RAFTER SCHEDUL=E TILE COMP. MEMBER: DF #2 OOF I NO ROOF I NO AX. ALLOW MAX. ALLOW. PAN. SPAN. CALIFORNIA O\/ERFRAMINC FTER5. 2X4 (9 24" O.G. 6'-q" 2X6 © 24" O.G. 10'-3"LU 2X8 © 24" O.G. 13'-O" 14'-q" 7 < 2X10 © 24" O.G. 16'-O" 18'-O" w w v 2X12 ©24" O.G. 111'-O"1 21'-0" } u.j 2X6 ad ° q'-3" IOdd or ad° 10'-0" 2X8 5/a" AND LESS 10'-q" 1/2" AND LESS I I' -q" 2X10 JAN � Jt 12'-5" CO COMPLIANCE 13'-6" 2X12 DATE �S BY 15'-q" I5'-0" 1.75Xq.5 LVL 15'-6" 1" DIAGONAL BRACE TO EA. STUD AND PLATE 16'-6" 1.75X11.875 LVL I"Xa" SHEATHING TO EA. BEARING 3 -ad COMMON (2.5" X 0.131") 22. WIDER THAN I"Xa" SHEATHING TO EA. BEARING CE I Ls I NCC JOIST SCHED. 2X4 @ 2X4 (D 16" O.G. DF#2 MAX. SPAN = 24" O.G. DF#2 MAX. SPAN = 11'-0" q'-3" 2X6 @ 2X6 @ 16" O.G. DF#2 MAX. SPAN = 24" O.G. DF#2 MAX. SPAN = 16'-q" 13'-6" 10 2X8 © 2X8 a I6" O.G. DF#2 MAX. SPAN = 24" O.G. DF#2 MAX. SPAN = 21'-0" 17'-3" 2X10 (9 16" O.G. DF#2 MAX. SPAN = 25'-3" 2X10 © 24" O.G. DF#2 MAX. SPAN = 21'-6" SINGLE FLOOR (COMBINATION SUBFLOOR-UNDERLAYMENT TO FRAMING) 32. PANEL SIDING (TO FRAMING) 33. FIVERBOARD SHEATHING 34. INTERIOR PANELING 3/4" AND LESS bd e -1/a" TO I" ad ° REVIEWED IOdd or ad° PERMIT FOR CODE COMPLIANCE 5/a" AND LESS SME COUNTY DEVELOPMENT SERVICES 1/2" AND LESS No. II OA ROOFING NAILh REVIE E® FOR JAN � Jt � CO COMPLIANCE 25/32" No. II GA ROOFING NAIL DATE �S BY TRB AND ASSOCIATES (CONT) 1/4" 20. 1" DIAGONAL BRACE TO EA. STUD AND PLATE 2 -ad COMMON (2.5" X 0.131") 21. I"Xa" SHEATHING TO EA. BEARING 3 -ad COMMON (2.5" X 0.131") 22. WIDER THAN I"Xa" SHEATHING TO EA. BEARING 3 -ad COMMON (2.5" X 0.131") 23. BUILT-UP CORNER STUDS Ibd COMMON (3.5" X 0.162") 24. BUILT-UP GIRDER AND BEAMS 20d COMMON (4" X O.Ig2") 32" O.G. 10 2 - 20d COMMON (4" X O.Ig2"9 25. 2" PLANKS Ibd COMMON (3.5" X 0.1629 26. COLLAR TIE TO RAFTER 3-I0d COMMON (3" X 0.148") 2-1. JACK RAFTER TO HIP 3-10d COMMON (3" X 0.148") 2-I6d COMMON (3.5" X 0.162") 28. ROOF RAFTER TO 2 BY RIDGE BEAM 2-I6d COMMON (3.5" X 0.162") V♦ 2-16d COMMON (3.5" X 0.1(b2") 2q. JOIST TO BAND JOIST 3-I6d COMMON (3.5" X 0.16211) 30. LEDGER STRIP 3-I6d COMMON (2.5" X 0.131") 31. WOOD STRUCTURAL PANELS AND PARTICLEBOARD" 1/2" AND LESS bd 0 SUBFLOOR, ROOF AND WALL SHEATHING (TO FRAMING) Ig/32" TO 3/4" add OR (ode -1/a" TO 1" ad I I/a" TO 1 1/4" IOdc or ad SINGLE FLOOR (COMBINATION SUBFLOOR-UNDERLAYMENT TO FRAMING) 32. PANEL SIDING (TO FRAMING) 33. FIVERBOARD SHEATHING 34. INTERIOR PANELING 3/4" AND LESS bd e -1/a" TO I" ad ° 1 I/B" TO 1 1/4" IOdd or ad° 1/2" AND LESS bd P 5/a" AND LESS adf 1/2" AND LESS No. II OA ROOFING NAILh bd COMMON NAIL (2" X 0.113") � No. I6 CA STAPLE' 25/32" No. II GA ROOFING NAIL ad COMMON NAIL (2 1/2" X 0.131') No. 16 OA STAPLE' 1/4" 4d j 3/a" bd k 0 v Cii N q) OL 0 v CIVIC �P CF CA1-%�� RANCHO ENO. JOB: 16-221 DRAWN BY: FAS CKD. BY: JPH DATE: 12/21/16 RE\/ISION: I DRAWINO NUMBER 7- - 0 01�5 � w LU Lh � O V 10 wmo OL ks) V♦ LLJ 6 OL w •• � j••�� %j fl p w Lo 114 V CIVIC �P CF CA1-%�� RANCHO ENO. JOB: 16-221 DRAWN BY: FAS CKD. BY: JPH DATE: 12/21/16 RE\/ISION: I DRAWINO NUMBER I. VERT BAR AT ALL I. INSIDE SLEEVE I I. ROOF PLY. � N z j tu1p�� Q LL }- -i 4d (22" MIN) CORNERS AND MIN. IS PIPE DIA. +I 2. ROOF FRAMING. 3. 2X BLOCKING W/ 0 z V- Q w z z p Z - 0- JU cj d d END INTERSECTION 2. (2) VERT BARS AT 2. NO PENETRATION (2) 8d TO D_ 4 0 w z 0 z w 0 N z= v w O p lu = 0 F- z t- - v w N p 0 z olp + k + + + q END OF WALLS. MIN. ALLOWED WITH IN BOTTOM I/3 OF FTG. 4 END RAFTER ®EA. 4. SIMPSON HI z= O p z v w Q O ~SDC DCJ-0�2 wF-0LuuLudoQWw�-w I�<0 III- �_=1 t l I =1 EN G SPACING PER SHEAR WALL d E_ V p p T- v w w--- at w z z 180° p..��� II ( F PIPEPS O RUN O�wz_oLU-----�o�zOQv U- TMP N D� I I I III BELOW BOTTOM OF LAE HEIGHT 10' SCHEDULED. 5 LE TOP O W W m p Q d LU Z 0 0 p w w Q _j z Q CIO q0° 135° FOOTING. 5 FLADOUB S }- v 2 %) Q O v W MIN. INSIDE MIN. INSIDE 4. NO EXCAVATION 6. 2X STUDS @ 16" O.G. z < z F_ E z U z N d � � d w BAR SIZE BEND (PD BAR SIZE BEND D ALLOWED BELOW -(. SHEAR PLY AS �IYO��i�l�- ,L OLD- MD << #3 - #8 6d #3 - #5 4d 1 THIS LINE. T. BEAM q' REQ'D SEE SHEAR #q - #11 8d #6 - #8 6d I L I 1 5. 4" MIN BELOW IO WALL SCHEDULE #14 $ #18 IOd TYPICAL STIRRUPS 6 TIES I 5 4 BOT. OF FOR PLY. NAILING. STANDARD BAR HOOKS ANGLE 3 2'-0" MIN. 6 FOUNDATION. I I 8. EDGE NAILING AND BENDS FOR CONCRETE: 6. 6" MIN COVER -7 q. DOOR HEADER PER LBEAM LAP 30 BAR cG LA 24" MIN. U.O.N CORNER ELEVATION SECTION BELOW PIPE SLEEVE. 10. ROOF PER 6 FOR G.M.U.: SINGLE CURTAIN PLAN SECTIONS PLAN, CLIP AS LAP 48 BAR 0 1 = II. CONTINUOUS U.O.N. BEARING, BEAM 16ga MIN. TIE WIRE q TO HEADER - 61 Lu LL L T'(F. NOOKS BENDS I TYf. CONCRETE WALL 2 T`I'C. FIFE PENETRATION 5 BEAM/ HEADER CONN. © EAVE 4 I. 2X BLOCKING AS I. DOUBLE 2X FRAMING I. DBL 2X FRAMING OR 4x POST AT I. DOUBLE 2X FRAMING 3 2 REQ'D FOR PLY HOLDOWN. 2. P.T. SILL PLATE. HD. 2. P.T. SILL PLATE HOLDOWN. 2. P.T. SILL PLATE. EDGE NAILING. 2. ANCHOR BOLTS 3. ANCHOR BOLT W/ AS REQUIRED FOR 3. ANCHOR BOLT W/ 2"MIN. SEE PLAN. 3X3X.22q PLATE I g SHEAR WALL. 3. ANCHOR BOLT W/ 3X3X.22q PLATE WASHER SEE n 3. DOUBLE 2X TOP WASHER, SEE 4 PLATE WITH 4'-0" MIN I SHEAR SCHEDULE 3X3X.22q PLATE I SHEAR SCHEDULE Z SPLICE. (14) 16d FOR SIZE ANDLu WASHER SEE SHEAR SCHEDULE 4 FOR SIZE AND SPACING. 4 LOWER AND UPPER SINKERS REQUIRED EACH SIDE OF _ SPACING.- 4. SIMPSON - 6 (I STORY) -y FOR SIZE AND; 3 I 4. SIMPSON Ld Z PLATE SPLICES MUST OCCUR WITH A MINIMUM SPLICE OR PLATE BREAK. REQ'D ALE 3 nl q 2 HOLDOWN, SEE PLAN FOR SIZE - . 2 8" (2 STORY) 1.-�:,- ,d,, E.N. SPACING. 4. HOLDOWN SEE q 2 ; '; HOEDOWN, SEE PLAN FOR SIZE _ (] OF 4'-0" SEPARATION EXT. AND INT. SHEAR 5 I I E N AND LOCATION. 3 PEAN FOR SIZE AND LOCATION. 5 I I E.N. AND LOCATION. 5. REINFORCING PER ,/ N jY I WALL LINES. 5. REINFORCING PER 5 6 d ° 4. HEADER SEE PLAN. u , . PLAN. 6. EXPANSION JOINT, ° INSTALL PER MANUF. SPECS. PLAN. 6. EXPANSION JOINT, m 5. 2X STUDS 16"OEM OPTIONAL. ° -' 5. SEE FOUNDATION o d ° 5 0 OPTIONAL. O.G. TST 6. (2) d 7. (I) #4 REBAR TOP a d'r o . `,', PLAN FOR SLABd d 3 �. (I) #4 REBAR TOP 5 TRIMMERS I a ;;; '. RE NFORGING AND - r 7 6 $ BOT U.N.O. REQ'D ® OPENINGS , I- I I I=Nrl 8. S EAR PLY. PER q _ ° UNDERLAYMENT. 1= II=III 8. SHEAR PLY. PER 6 8 -O OR LARGER. 7. (2) KING STUDS REQ D (9 OPENINGS ; i d = 'Ll ° -I (= I I ° ° PLANS. q. CONCRETE SLAB PER PLAN. =- ° . d. - - M �- I= �` � � _ ° � 6. EXPANSION STRIP. �. (I) #4 REBAR WITHIN SHEAR a = I=) ° I I-..:'.. • . a �::. � - ° ° , . PLANS. q. CONCRETE SLAB PER PLAN. - � 6' -O" OR LARGER. -I I - IO.GARAGE SLAB, O O -_ GONE OF A.S. S I I d ° IO.GARAGE SLAB, C O 8. (2) SILLS REQ D a OPENINGS 6'-O" OR LARGER. q. 2X SILL PLATE ° I ° d M '(����= z SLOPE TO FRONT. II. #4 DOWEL, MIN 24" INTO SLAB, © 32 d ~ ' ° a ° c N ° _ AND HOLDOWN, (1) #4 REBAR TOP BOT ° I d >)y_ µ� z �5�11 SLOPE TO FRONT. 11. #4 DOWEL, MIN 24"U INTO SLAB, @ 32 �? u - ° O.G. © TWO POOR d) 8. SHEAR PLY. PER ° O.G. @ TWO POOR 1L1 fn N q � � = = d° d CONDITION. 12 (1 STORY) PLANS q 4" GLEAN � °a a cNCONDITION.- 12.OPTION GOLD Lu r I l�lALL FRAM I NO �J TYi� GAL ° d 12.GRAGVE AN . ° �- 12" MIN -� 13. COMPACTED GRAVEL OR 15" (2 STORY) GRAVEL 10.GRAVEL TE OR 12" MIN �- -� JOINT FOR TWO POUR. rl In O .� N -� IL I. SHEAR PLY. MATCH WALLS AT ENDS OF NATIVE NATIVE f(1 U) N HEADER. HEADER SEE PLAN. A� W 2. 111 . 2X BLOCKING X N • ° 4. MST27 3X TRIMME •�1 O • ° ° TO HEADER. 5. 2X STUD. : 0 c SHEAR/HOLDOI�N CONN. C� FOUNDATION 6 HEAR/HOLDOWN CONN. C� FOUNDATION SHEAR/HOLDOI�N CONN. © FOUNDATION 8 6. 1/2"0 A.B. (2) MIN. 7. HOLDOWN SEE PLAN. I. ROOF PLY. 1. ROOF PLY. 2. ROOF FRAMING I. ROOF PLY. 0 _ 8. SILL PLATE. I 3. FLAT PER PLAN 2. ROOF FRAMING. 11� I ci. SLAB ON GRADE. OUTLOOKER © 3. 2X BLOCKING W/ I 111 10. SEE FOUNDATION 36" O.G. (2) 8d TO RAFTER 3. 2X BLOCKING W/ • .° ° PLAN FOR SIZE AND 4. SIMPSON ETP4 ©EA. END TO - \_ RE I NFORC I NG. FRAMING TO TOP 4. SIMPSON A55 R T RAFTER ©EA. /- • °, :O. PLATE 9 24" O.G. 1 BLOCK TO BEAM 4 q 5. DOUBLE TOP © 48" O.G. PLATES 5. DOUBLE TOP 4. SIMPSON HI OR 6. 2X STUDS © 16 PLATES A35, SPACING I O.G. 6. 2X STUDS � 16 PER SHEAR WALL 6 7. SHEAR PLY AS 0. r_ SCHEDULE. ESS/ REQ'D SEE 7. SHEAR PLY AS P HO SHEAR WALL REQ'D SEE SHEAR WALL SCHEDULE 5 5. DOUBLE TOP co < � ; MIN 45 ° SCHEDULE FOR LATES a PLY. NAILING. FOR PLY. NAILING. �* MAX 60° 8. EDGE NAILING 8. EDGE NAILING 6 STUDS 16" x .o q. 2X KICKER (9 8 q. MIN 2X4 7 0.G �� civic � O.G. ATTACHED 5 q q 4 BLOCKING OF CW 5 AT EA. END WITH BETWEEN EACH 7. SHEAR PLY AS 5 SIMP50N A55 CLIP. MAX 2X4 TRUSS (9 TOP OF WALL AND BEAM. REQ'D SEE SHEAR RANCHO ENC. JOB: 16-221 WALL SCHEDULE 6 UNBRAGED NAIL TO PLATE OR FOR PLY. 7 LENGTH IS 6'-0" 7 BEAM WITH I(od'S 2 NAILING. DRAWN BY: EAS 7 MAX 2X6 6 O.G. UNBRAGED 10. MIN 3/8" GDX OR 8. EDGE NAILING GKD. B1r'+ JPH LENGTH IS 8'-O" OSS SHEATHING NAIL WITH 8d @ 6" q a O.G. EDGE, 12 O.G. DATE', � -12/21/16 1 ° FIELD. E VIEWED , FOR CO )E C OMPLIAI�CE PERMIT# BUTTE COUNTY DEVELOPMENT ERVIEF a ° a REVIEWED FOR J . 'TRIS AN ( L N y z ��'�� ASSOCIATES DRAWING NUMBER ' ° a d � ° DATE BY FORTAL FRAME © O ARAOE SHEAR CONN. @ O ABLE I O SHEAR CONN. @ SOFFIT I I SHEAR CONN. © EAVE 12