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Home My WebLink AboutB16-1576 055-540-026RMEMNOINKNINNEEM1- I .� , � � n 001 I -6 > DESI 3,14 BY OTHERS. 0 - v • 201 3 CALIFORNIA GREEN BUILDINGS STANDARDS CODE D FLOOR PLAN FIRS-RRE515TANT CONSTRUCTION: M -1_-0 D= rn _ eft"" DOOR 0 r o N moV�pP xZap3A 30;zDi THAN SQUARE OR RECTANGLE SHALL BE PERMITTED PROVIDED THE DEPTH AT THE WALK (J1 0 U cn D \ ti1A�> Q �InA� 4) 5U$ IT FINAL GONSTRUGTION WAST MANAGEMENT A\ ul !11 1.) THE &ARA6E AND/OR CARPORT SHALL BE SEPARATED AS REQUIRED BY TABLE (COMMONLY GALLED "GALGREEN') 1n. D a� u � > iA OPENER b"x b" � = rn C'-0 TT�Q A A� �� REPORT TO THE BUILDING DEPART NT PRIOR TO R302.6. OPENINGS IN GARAGE WALLS SHALL COMPLY WITH SECTION R302.5.1 Z�LAjz�Z Dz0 6noGU` • 2015 GRG SECTION R321 FOR EXTERIOR WILDFIRE EXPOSURE IN o < -1 I WATER HEATER NOTES: I TFRTF EQUAL TO THE REQUIRED LANDING WIDTH. WHERE THE STAIRWAY HAS A STRAIGHT RUN, THROUGH R302.5.3. rnrnZ��Z1Z11 D1�zrn�D � ; - A� o Ill -i p D Z ti o ISD€THE�FO*=LOV�WIN !.n W 1' DWELLING/GA-R1.GE AND/OR CARPORT SEPARATION: � A rn- r te In 5 �ArnrnOmlZn O z�diAlri1> pc �7% FINA INSPECTION. A W ILI7LAND URBAN INTERFACE. I- 0 A. FROM THE RESIDENCE ! ATTICS: NOT LE55 THAN 112 -INCH GYPSUM BOARD OR ASSESSORS PARCEL # 055 - 540 - 026 .. \j (p d A j N (Si N = C7 m EXCEPTION: A FLOOR OR LANDING 15 NOT REQUIRED AT THE TOP OF AN INTERIOR IN ENCLOSED GARAGE, PROVIDED A DOOR OCCUPANCY GROUP: � Lu EQUIVALENT APPLIED TO THE GARAGE SIDE. S. FROM ALL HABITABLE ROOMS ABOVE THE GARAGE OR CARPORT: NOT LE55 THAN _ •! •''.i,1 ' I 2/GATE60RY arN BETwE SIDEHNM A WHERE EA ERE OI FLIGHT OF STAIRS, INCLUDING STAIRS AN P-311.1.6. _ FLOOR PLAN 5TRUGTURAL NOTES 1� 5/8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. G. STRUCTURE(5) SUPPORTING FLOOR/CEILING A55EMBLIE5 USED FOR SEPARATION , F.G. S.H. .C. 5. H.O. DOES NOT SWIN60VER THE STAIRS. • OCCUPANCY IS R3/U r „ SECTION: NOT LE55 THAN 112 -INCH GYPSUM BOARD OR EQUAL. HANDRAIL5: STAIRWAYS WITHIN DWELLIN6 UNITS d SPIRAL STAIRWAYS ARE PERMITTED TO ° ° %6 �uIHF.rsrsANGrr _ ) - SUPPLY LINE W A GAPATITY OF AT LEAST 200,000 BTU/NR HB HAVE A HANDRAIL ON ONE SIDE ONLY. A CONTINUOUS RUN OF TREADS OR FLIGHT OF REQUIRED BY THIS D. 6ARAGE5 LOCATED LESS THAN 3 FEET FROM A DWELLIN6 UNIT ON THE SAME LOT: NOT LE55 THAN 1/2 -INCH GYPSUM BOARD OR EQUIVALENT APPLIED TO THE INTERIOR SIDE OF EXTERIOR WALL5 THAT ARE WITHIN THI5 AREA. 1.) LJI-- -- ' CONSTRUCTION TYPE: ` 5/ PROVIDE 9 FOR LOT EOUAL TO THE STAIRS WITH LESS THAN FOUR RISERS DOES NOT REQUIRE HANDRAILS. 831 1.1.8. SHEETS SD 1 -SO2 FOR ADDITIONAL INFORMATION. / - n ' PROVIDE KEYLESS TOI I: AAT OF M5 ON, I MIKOr a ABOVE TONTRO gERTITAL DIMelm10N !TRAP SHALL BEA HEIGHT: HANDRAIL HEIGHT, MEASURED ABOVE STAIR TREAD NOSINGS, OR FINISH p ENTRY TOUGH PAD / 6) GOMBINATON PRESSURE I TEMPERATURE RELRF VALVE TO OUTSIDE SURFACE OF RAMP SLOPE, SHALL BE UNIFORM, NOT LE55 THAN 34 INGHE5 t NOT MORE b p O. ° D - � - v A/ UNTHREADED PIPE FAG DOWNWARD BETWEEN S• TO 2P THREE GAR GARAGE THAN 58 INGHE5. R31 1.1.8.1. GRA5PABILITY: HANDRAILS WITH A CIRCULAR CROSS SECTION SHALL HAVE AN OUTSIDE 51PE WITH 112 -INCH GYPSUM BOARD. R302.1 5.) FIREBLOGKIN6. IN COMBUSTIBLE CONSTRUCTION, FIREBLOGKING SHALL BE PROVIDED 2.) ARCH ljjr D v �[ p p p D ... L-3.0' [�> TALL HOT WATERSYPLYPRNT 9/4 �6REATER SHALL BE INSULATED. TEG t SOD (y 21Y B)AE NOT Fr•IS 911TLYIN6 THE KffcNEN SHALL BEINSULATED. CONCRETE SLAB FLOOR DIAMETER OF AT LEAST 11/4 INCHES a NOT GREATER THAN 2 INCHES. IF THE HANDRAIL 15 NOT CIRCULAR, IT SHALL HAVE A PERIMETER DIMENSION OF AT LEAST 41NCHES t NOT TO GUT OFF ALL CONGEALED DRAFT OPENINGS (BOTH VERTICAL ! HORIZONTAL) t TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORIE5, t BETWEEN A TOP STORY t THE '- p D p p v p p RATER SHEETROGK WALLS 6 GLC. • � E INTERIOR WALLS: 2X4 DF STUD AT 1 6" O.G. ROOG19F SPACE ° ° q' CEILING I FOLLOWING, _BE PROVIDED IN OOD-FRAM€CONSTRUCTION IN THE FOLLOW FIREBLONC2 SHALLW LOCATIONS R3.03_]_ 1_: TOP In 7 p p + O ° D p G :F27�G1 D�OPF A CONGEALED SPACES OF STUD WALLS d PARTITIONS, INCLUDING FURRED SPACES ! CONTINUITY; HANDRAILS FOR 5TAIRWAYS SHALL BE CONTINUOUS FOR THE FULL LENGTH 3.) SEE DETAIL 5/SD 1 FOR TYPICAL STUD WALLtl v ,- -„ D � /), J PARALLEL ROWS OF 5TUD5 OR STAGGERED STUDS, AS FOLLOWS: _ OF THE FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP RISER TO A POINT DIRECTLY - p ° D 1) VERTICALLY AT THE CEILING d FLOOR LEVELS. DOOR LANDS ON APRON 3/4 BELOW Q �' TR/ ABOVE THE LOWEST RISER. HANDRAIL ENDS SHALL BE RETURNED OR SHALL ELEVATION AND TYPICAL WALL OPENING SCHEDULE.- 2) HORIZONTALLY AT INTERVALS NOT EXCEEDING 10 FEET. B. AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL ! HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS, DROP CEILINGS 6 COVE CEILINGS. G. CONGEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP d BOTTOM OF THE RUN. ENCLOSED SPACES UNDER STAIRS SHALL COMPLY WITH SECTION R302.1. D. AT OPENINGS AROUND VENTS, PIPES, DUCTS, GABLES t WIRE5 AT GEILIN6 t FLOOR LEVEL, WITH AN APPROVED MATERIAL TO RESIST THE FREE PASSAGE OF FLAME d PRODUCTS OF COMBUSTION. THE MATERIAL FILLING THI5 ANNULAR SPACE SHALL NOT BE REQUIRED TO MEET THE A5TM E 1 36 REQUIREMENTS. E. FOR THE FIREBLOGKING OF CHIMNEYS t FIREPLAGE5, 5EE SECTION R 1003.1 9. LI(5HT, VENTILATION d HEATJL�: LIGHT I VENTILATION KSOS: 1.) ALL HABITABLE ROOMS SHALL HAVE AN AGGREGATE GLAZING AREA OF NOT LE55 i .� � �� /� " ` �� THAN 8 PERCENT OF THE FLOOR AREA OF SUCH ROOMS. NATURAL VENTILATION NOTE: HOLD TOP OF SCALE: 1 / 1 6" - 1'-O" SHALL BE THROUGH WINDOWS, DOORS, LOUVERS OR OTHER APPROVED OPENINGS TO WINDOW5 AT -f'- 10", v THE OUTDOOR AIR. SUCH OPENINGS SHALL BE PROVIDED WITH READY ACCESS OR UNLESS NOTED OTHERWISE SHALL OTHERWI5E BE READILY CONTROLLABLE BY THE BUILDING OCCUPANTS. THE 04 MINIMUM OPENABLE AREA TO THE OUTDOORS SHALL BE 4 PERCENT OF THE FLOOR 12 - 1 O" - - - AREA BEING VENTILATED. 2.) ADJOININ6 ROOMS: FOR THE PURP05E OF DETERMINING LIGHT d VENTILATION 13'-O" 12,- 1 O" 26'-0" 14'-6" 6'-6" n REQUIREMENTS, ANY ROOM SHALL BE CONSIDERED AS A PORTION OF AN ADJOINING it ROOM WHEN AT LEAST ONE-HALF OF THE AREA OF THE COMMON WALL 15 OPEN d 2'-b" 1 O'_b' 1'-6" 5'-4" 2'-6" 2 1'-O' 2'-b" b' -O' 8'-b" 4•-O" 2'-b" _ UN055TRUC-TED t PROVIDES AN OPENING OF NOT LE55 THAN ONE-TENTH OF THE FLOOR AREA OF THE INTERIOR ROOM BUT NOT LE55 THAN 25 SQUARE FEET. 8303.2 LANNGS: 3.) BATHROOMS: BATHROOMS, WATER CLOSET COMPARTMENTS t OTHER similar ROOMS SHALL BE PROVIDED WITH A66RE&ATE GLAZING AREA IN WINDOWS OF NOT THE DILANDING AN EXTERIOR LESS THAN 3 SQUARE FEET, ONE-HALF OF WHICH MUST BE OPENABLE. NOTE: SHOWER VALVE NOTE: DOORWAY SHALL NOT BE MORE THAN - - EXGEP-TION: THE GLAZED AREAS SHALL NOT BE REQUIRED WHERE ARTIFICIAL LIGHT t PROVIDE SAFETY GLASS IF PROVIDE INDIVIDUAL CONTROL T.15 INCHES BELOW THE TOP OF THE LOCAL EXHAUST SYSTEM ARE PROVIDED. THE MINIMUM LOCAL EXHAUST RATES BOTTOM OF EXPOSED THERMOSTATIC MIXING VALVES, THRESHOLD, PROVIDED THE DOOR, , PRESSURE BALANCE OR OTHER THAN AN EXTERIOR STOR OR � SHALL BE 50 CUBIC FEET PER MINUTE INTERMITTENT OR 20 CUBIC FEET PER MINUTE EDGE OF GLAZING I5 LE55 COMBINATION VALVE TYPE. CPG SCREEN DOOR, DOES NOT SWING I CONTINUOUS VENTILATION IN ACCORDANCE WITH THE CALIFORNIA MECHANICAL THAN 60" ABOVE A 4089 OVER THE LANDING. I coDE. CHAPTER 4. STANDING SURFACE d Jry'h� `SStiO ALL SIDES Jryha - - HEATING: SS'Sd ALL 51DE5 Q Qj A G I Q 1.) EVERY DWELLING UNIT SHALL BE PROVIDED WITH HEATING FACILITIES CAPABLE OF DRAIN INLET. ��'� 6 ?W @�� 6 I� MAINTAINING A MINIMUM ROOM TEMPERATURE OF 68'F AT A POINT 3 FEET ABOVE THE FLOOR t 2 FEET FROM EXTERIOR WALL5 IN ALL HABITABLE ROOMS. 8303.9 �O I� 6"X 6" 6"x b" GEILIN6 HEI6HT5: JETTED TU55: a a xS`1S61_1'1L,_ HABITABLE SPACE: PROVIDE SERVICE SAFETY GLASS �gJ�ry L-9.0' 0HALLWAYS, BATHROOMS, TOILET ROOMS, LAUNDRY ROOMS d PORTIONS OF BASEMENTS AGGE55 PANEL 3040FX 0� `7" I /CONTAINING THESE SPACES SHALL HAVE A CEILING HEIGHT OF NOT LE55 THAN 1 FEET. FOR TUB MOTOR. ry N 301 OFXARCHED OPENING PLUMBING NOTES: ry R305 EXGEPTION5:. I M / 1.) EACH PLUMBING FIXTURE ! PITTING SHALL MEET REDUCED FLOW 1.) FOR ROOMS WITH SLOPED GEILIN65, AT LEAST 50 PERCENT OF THE REQUIRED = RATES SPECIFIED IN TABLE 4.303.2. FLOOR AREA OF THE ROOM MUST HAVE A CEILING HE16HT OF AT LEAST -1 FEET d NO BACKING FOR, BACKINFO- " 4"X 6' D 2.) WHEN 51N6LE SHOWER FIXTURES ARE SHOWERHEAD, THE COMBINED FLOW RATE OF ALL SERVED L THE MORE THAN ONE PORTION OF THE REQUIRED FLOOR AREA MAY HAVE A GEILIN6 HEIGHT OF LE55 THAN TOWWW EL BAR a 44" 4 XbL (V SHOERHEADS SHALL NOT EXCEED THE MAXIMUM FLORATES 2. 9 BFEET. I ATHROOMS SHALL HAVE A MINIMUM GEILIN6 HEIGHT OF 6 FEET 8 INCHES AT THE - N ID 2 ( �2 1'-O" D SPECIFIED IN THE 20 PERCENT REDUCTION COLUMN CONTAINED IN ° TABLE 4.303.2 OR THE SHOWER SHALL BE DE516NED TO ONLY CENTER OF THE FRONT CLEARANCE AREA FOR FIXTURES AS 5HOWN IN FIGURE R301.1. Z < } 5 �p - ALLOW ONE SHOWERHEAD TO BE IN OPERATION AT A TIME. THE GEILIN6 HEIGHT ABOVE FIXTURES SHALL BE SUCH THAT THE FIXTURE IS CAPABLE XXL (V d .- I` CONCRETE PATIO 0 � b TYP. 1 8 EXCEPTION: THE MAXIMUM FLOW RATE FOR SHOWERHEADS WHEN OF BEING USED FOR. ITS INTENDED PURPOSE. A SHOWER OR TUB EQUIPPED WITH A a Ili r ( A0 D _ ` SHOWERHEAD SHALL HAVE A MINIMUM GEILIN6 HEIGHT OF b FEET 8 INCHES ABOVE A V v p _W 2 ;p PORCH SD 1 USING THE CALCULATION METHOD SPECIFIED IN SECTION 4.303.1, MINIMUM AREA 30 INCHES BY 30 INCHES AT THE SHOWERHEAD. I% ITEM 2, IS 2.5 GPM O 80 P51. W } X -1 GRANITE DBL. STUD Z GONG. SLAB FLA. 3J PLUMBING FIXTURES (WATER CLOSETS AND URINALS) AND III Q Q ry N TOP t SPLASH .. �i W Q €M"R ENCY ESCAPE d RESCUE: Fn IN fn 7 IL W K 0 STUCCO WALL5 d GLC. W z CONCRETE PATIO FITTINGS (FAUCETS AND ED IN TABLE SHALL MEET THE SLEEPING ROOMS SHALL HAVE AT LEAST ONE Of EMERGENCY ESCAPE t RESCUE = Z D STANDARDS REFERENCED IN TABLE 4.303.3. O W J 1 4' GEILIN6 � to 4.) A 4" DRAIN I5 REQUIRED FOR BUILDIN65 PROVIDING MORE THAN O OPENING. R3 10. THEY SHALL HAVE A SILL NEICHT OF NOT MORE THAN 44 INCHES ABOVE 1I7 8080 r- THREE WATER CLOSETS PER 201 3 CPC TABLE'l-5 FOOTNOTE 4. THE FLOOR 6 SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5.1 SQUARE FEET. DBL TRIMMER - < 6 p EXCEPTLON: CRAVE FLOOR OPENINGS SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5 - 1� SQUARE FEET. y VA 1 SLIDING SAFETY GLASS DOOR Jp IV ry ad �, ° D MINIMUM OPENING HEIGHT: THE MINIMUM NET CLEAR OPENING HEIGHT SHALL Be 24 INCHES. V Nfl 14 MASTER p MINIMUM OPEN N6 WIDTH: THE MINIMUM NET CLEAR OPENING WIDTH SHALL BE 20 INCHES. - y5SB2 SHOWER I ONE LITE I Q Q) .jQ%� O - O J ry -- ° DAM BATH , M SAFETY d1i� L-3.0'�� ' SAFETY GLASS WINDOWS V3 L-1.5' 4 tim �� L-4.0' --- .�Q�m� D ° ° €&RE55: TILE R x ® in Lash IA � N 1.) AT LEAST ONE EGRESS DOOR SHALL BE PROVIDED. R31 1 THE EGRESS DOOR L-B.O' 40 3'-4• 1'- V OR ry 3330FX 333OFX 3330FX 5550FX N r 4` SHALL BE SIDE -HINGED, 6 SHALL PROVIDE A MINIMUM CLEAR WIDTH OF 32 INCHES 1 O' CEILING WHEN MEASURED BETWEEN THE FACE OF THE DOOR t THE STOP, WITH THE DOOR Q 8 _ - 708 1080 8080 ° D OPEN 90 DEGREES. THE MINIMUM CLEAR HEIGHT OF THE DOOR OPENING SHALL NOT BE LE55 THAN I5 INCHES IN HEIGHT MEASURED FROM THE TOP OF THE THRESHOLD TO 5rvkDV'¢ T' IIS TYPICAL 3•_d' THE BOTTOM OF THE STOP. EXHAUST UG Tg-24 4"xb" I' CEILING 2.) THERE SHALL BE A LANDING OR FLOOR ON EACH SIDE OF EACH EXTERIOR DOOR. TERMINATE �y ® BACKING FOR THE WIDTH OF EACH LANDING SHALL NOT BE LE55 THAN THE DOOR SERVED. EVERY OUTSIDE O THE V TOWEL BAR a 44" Q I DIMENSION I Q� SLIDING SAFETY GLA55 DOOR r b"Xb" 119 SLIDING 5/AFETY_61A�� DOOR LANDING SHALL HAVE A MINIMUM DIMEN5ION OF 3b INCHES MEASURED IN THE BUILDING W _ - _ DIRECTION OF TRAVEL EXTERIOR LANDINGS SHALL BE PERMITTED TO HAVE A SLOPE BACK -DRAFT <Yl Ul I I II q)1 /.J 6"x 6" DFtt 1 W/PBS / ry)1 AJ n DAMPERS. O W BOTT d (2) A35 CLIPS '- ` AD NOT TO EXCEED 1/4 UNIT VERTICAL IN 12 UNITS HORIZONTAL (2 -PERCENT). TERMINATE NO 3. ) 5TAIRWAYS SHALL NOT BE LESS THAN 36 INCHES IN CLEAR WIDTH AT ALL POINTS (4 I I AT TOP PLATE ABOVE z I- al CONCRETE PATIO LE55 THAT ' ABOVE THE PERMITTED HANDRAIL HEIGHT d BELOW THE REQUIRED HEADROOM O W LL O FROM PRO ER Y •I HEIGHT. HANDRAILS SHALL NOT PROJECT MORE THAN 4.5 INCHES ON EITHER SIDE OF LINE OR BU DIN 0 It 5'-10' 4'-2' 4' 10" - 1 O'-6" W O `4 p -- THE STAIRWAY t THE MINIMUM CLEAR WIDTH OF THE STAIRWAY AT t BELOW THE OPENINGS. ' LE I I II - - - - B 1 - - - - - 0 w O11 HANDRAIL HEIGHT, INCLUDING TREADS !LANDINGS, SHALL NOT BE LESS THAN 3 1 1 /2 lb N d] lz INCHES WHERE A HANDRAIL 15 INSTALLED ON ONE SIDE d 21 INCHES WHERE HANDRAILS WALLS y�P PROVIDE 1 BEDf200M WINDOW WITH A MIN. (� Z Q O , ARE PROVIDED ON BOTH SIDES. J NET CLEAR OPENING OF 5.1 SOFT. EXCEPTLON: W O DINING ROOM o -1 ,A p - -� GRADE FLOOR OPENING CAN HAVE A MIN. NET = 1T _ FIRE SPRINKLER SYSTEM: TPP 2880 tU AN AUTOMATIC RESIDENTIAL FIRE SPRINKLER SYSTEM SHALL BE INSTALLED. R31 3 i 2 J a r,_,1._, SILL HEIGHT: MAX 44" ABOVE FLOOR 8" x 1 2" FOAM BOXED of v EXCEPTION: AN AUTOMATIC RESIDENTIAL FIRE SPRINKLER SYSTEM SHALL NOT BE - ' o T ILET m MIN. OPENING HF16HT: 24'. -1 O O I.H O II BEAMS W/ WOOD GRAIN, D REQUIRED FOR ADDITIONS OR ALTERATIONS TO EXISTING BUILDINGS THAT ARE NOT M m R OM MIN. OPENING WITH: 20' 4 b'_1' q'-1" O ALREADY PROVIDED WITH AN AUTOMATIC RESIDENTIAL SPRINKLER SYSTEM. R315.2 , _ H •" STAINED FINISH (B 1 - B4) 2.) WHERE INSTALLED, RESIDENTIAL FIRE SPRINKLER SYSTEMS, OR PORTIONS THEREOF, - i v TILE FLF I DBL. STUD m 10 SHALL BE IN ACCORDANCE WITH NFPA 1 3D OR SECTION R3 1 3. _ • V SMOKE ALARMS: ry I M STER BEDROOM II - - - - D 1.) SMOKE ALARMS SHALL BE INSTALLED IN THE FOLLOWIN6 LOCATIONS R314: - B2 - - 4"Xb" HBA lY7 DOUBLE, STAGGERED, 2"x 4" I I CARPET FLOOR II 12' WAL HpU4 v A IN EACH SLEEPING ROOM. R3 14.3. O SEE ENVIRONMENTAL 1 55j' B. OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE -I N STUDS @ 1 6" C/C W/ I NOTE5 4-6 I -1 B•24 BEDROOMS. R514.3 ry O INSULATION BETWEEN 4"x 6" 2.) WHEN MORE THAN ONE SMOKE ALARM 15 REQUIRED TO BE INSTALLED WITHIN AN N ARCHED OPENING INDIVIDUAL DWELLING UNIT THE ALARM DEVICES SHALL BE INTERGONNEGTED IN SUCH A Q 4"X6" L _ 1 l' GEILIN6 _ _% DBL. STUD GREAT ROOM N MICRO WAVE 4"X6"I MANNER THAT THE ACTUATION OF ONE ALARM WILL ACTIVATE ALL OF THE ALARMS IN OVER OVEN THE INDIVIDUAL UNIT. R314.5 m PROVIDE 1 BEDROOM WINDOW WITH A MIN. i CARPET FLOOR 6"x 6" a L-1 O.O' INCL (1) (V 3.) SMOKE ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING NET CLEAR OPENING OF 5.1 SOFT. EXCEPTION: 1 O' CEILING SEE ENVIRONMENTALIt PROVIDED THAT SUCH WIRING IS SERVED FROM A COMMERCIAL SOURCE t SHALL BE GRAPE FLOOR OPENING CAN HAVE A MIN. NET NOTES 4-6 4• 2'-O" WINDOW EQUIPPED WITH A BATTERY BACKUP. 83 1 4.4 N9U 2p CLEAR OPENING OF 5.0 SQFT. Q - _ _ - - �.•. -a = _ _ !`w�LAND SINK: EXCEPTIONS: SMOKE ALARMS ARE PERMITTED TO BE SOLELY BATTERY OPERATED IN yyTe SILL. HEIGHT: MAX. 44' ABOVE FLOOR b *b 1 4' GEILIN6 SPECIAL VENTING IS GRANITE IL EXISTING BUILDINGS WHERE NO CONSTRUCTION 15 TAKING PLACE. MIN. OPENING HEIGHT: 24 � REQUIRED. SEE 2015 TOP t SPLASH O 1 9 CARBON MONOXIDE ALARMS: MIN. OPENING WIDTH: 20" DBL. STUD DBL. 5TU)� 1.) FOR NEW CONSTRUCTION, AN APPROVED CARBON MONOXIDE ALARM SHALL BE O 4 2 CPG, SECTION 409.1. SD 1 INSTALLED IN DWELLIN6 UNITS t IN SLEEPING UNITS WITHIN WHICH FUEL -BURNING T L=6.0' 2880 W O 0 APPLIANCES ARE INSTALLED ! IN DWELLIN6 UNITS THAT HAVE ATTACHED GARAGES. 1�> BEDROOM �2 2 SHELVES 0_ N 831 5. t 2 POLES % / F.P. XTRORDINAIR O ? CARPET FLOOR O 4'X6"/ 1.8 GPM ® HVAC, GOND.UNLT: 2.) CARBON MONOXIDE ALARMS REQUIRED BY SECTIONS R3 1 5.1 ! R515.2 SHALL BE j11 5EE ENVIRONMENTAL ��, 11 HIGH OUTPUT / w 0 $ /T'DL F -1 INSTALLED IN THE FOLLOWING LOCATIONS: NOTES 4-6 MODEL 864 GS w p 60 P51 $�, 4 SEE ELECTRICAL I A. OUTSIDE OF EACH SEPARATE DWELLIN6 UNIT SLEEPING AREA IN THE IMMEDIATE ALK -IN GLOBE W / TOP VENT x ?4 tll N DBL. SINK a e NOTE 32 t VICINITY OF THE BEDROOM(5). N9NMENTAL UA 1 O' GEILIN6 28 CARPET O r�' / �*B4 /, ATTIGE.PAS5AGEWAY: , J O DISPOSCOOKTOP 3;DD QUALENVITY NOTE 13. B. ON EVERY LEVEL OF a DWELLING UNIT INCLUDING BASEMENTS. 2 L FIREPLAGE5: PROVIDE UNOBSTRUCTED, a w/HOOD O yyla `` _ WOOD PROTECTION: N 8'-b" 4'-O" 4'•X4" FLOOR ; LL INSTALL A5 PER MF6.5PEG5. SOLID FLOOR NOT LESS i Z U_ I 1 J PROTECTION OF WOOD t WOOD BASED PRODUCTS FROM DECAY SHALL BE 1 O' CEILING GAS FIREPLACE SHALL BE A DIRECT- THAN 24" WIDE X LE55 _ - H - - ri , ` 0 Z PROVIDE O Q PROVIDE REAR VENT VENT 5EALED-GOMBU5TION TYPE. THAN 20' IN LENGTH, FROM W . 0 N T PROVIDED IN THE FOLLOWIN6 LOCATIONS BY THE USE OF NATURALLY DURABLE WOOD O aj ? �, AGGE55 TO HVAC UNIT. I G O M HOOD I COOKTOP. OR WOOD THAT 15 PRE5ERVATIVE-TREATED IN ACCORDANCE WITH AWPA U 1 FOR THE O m _ BI -PASS DOORS y 0) O 2015 GMC, SECTION ! N 10 I I SPECIES, PRODUCT. PRESERVATIVE t END USE, section r311. PRESERVATIVES SHALL ry 6080 904.11.3. ---- LL, _HYA__G: BE LISTED IN SECTION 4 OF AWPA U 1. b"X ib Q 1.) DURING ROUGH INSTALLATION OR A. WOOD JOISTS OR THE BOTTOM OF A WOOD STRUCTURAL FLOOR WHEN CLOSER 0 1, STORAGE ON THE CONSTRUCTION SITE 't THAN 18 INCHES OR WOOD GIRDERS WHEN CLOSER THAN 12 INCHES TO THE 4 d) 2 SHELVES SHOES 2 SHELVES `r ARCHED OPENING A IL ! UNTIL FINAL STARTUP OF THE HEATING 1 EXPOSED GROUND IN CRAWL SPACES OR UNEXCAVATED AREA LOCATED WITHIN THE 5D 1 CLOSET ! 2 POLES t 2 POLES Q () a COOLING EQUIPMENT, ALL DUCT AND N PERIPHERY OF THE BUILDING FOUNDATION. B. ALL WOOD FRAMING MEMBERS THAT REST ON CONCRETE OR MA50NRY EXTERIOR 2 SHELVES I n 8" WALL 1 2" W LL � TILE FL N h OTHER RELATED AIR DISTRIBUTION ry DBL. STUD - TILE FLOOR -1 COMPONENT OPENINGS SHALL BE FOUNDATION WALLS t ARE LESS THAN 8 INCHES FROM THE EXPOSED GROUND. TVP. a 2 POLES h X J COVERED WITH TAPE, PLASTIC, SHEET G. SILLS d SLEEPERS ON A CONCRETE OR MASONRY SLAB THAT IS IN DIRECT CONTACTrA HALLWAY 1 1' CEILING IL METAL OR OTHER METHODS. 48"W x '12"H ARCHED 0 WITH THE GROUND UNLESS SEPARATED FROM SUCH SLAB BY AN IMPERVIOUS TOILET �---DBL. STUD WALL NICHE 0 = _ 2J PROVIDE CONCRETE BASE EXTENDING MOISTURE BARRIER O 4"X6" TILE FLOOR 4"x6" ry 3'OR MORE ABOVE GROUND LEVEL. D. THE ENDS OF WOOD GIRDERS ENTERING EXTERIOR MASONRY OR CONCRETE .28 / -1 J 1 1' GEILIN6 00' 3'- 10" n WALLS HAVING CLEARANCES OF LE55 THAN 1/2 INCH ON TOPS, SIDES ! ENDS. I FLUS a(, 51 -1 < BEE_BP1SCi.-E E. WOOD 51DING, SHEATHING t WALL FRAMING ON THE EXTERIOR OF A BUILDING HAVING 'ry 0 < ;MIN. W/ H2O HOOKUP ,y. d' A CLEARANCE OF LESS THAN 6 INCHES FROM THE GROUND OR LESS THAN 2 INCHES () TJ°. GRANIA'ERCH Q TILE FLOOR ,p v v,-- O J m -1 MEASURED VERTICALLY FROM CONCRETE STEPS, PORCH SLABS, PATIO SLABS, t N N TOIL TOP t SPLASH CARPET FLOOR h SS'1pG L=6.5' DBL. 4 q) 4 L-4.0' It SIMILAR HORIZONTAL SURFACES EXPOSED TO THE WEATHER 0 0 O SEE ENVIRONMENTAL 1 4' GEILIN6 r R STUD IT N )A p F. WOOD STRUCTURAL MEMBERS SUPPORTING MOISTURE -PERMEABLE FLOORS OR `0 �- R M BATH d] NOTES 4-6 e� q � U) �4 ,�O �'). ROOFS THAT ARE EXPOSED TO THE WEATHER, SUCH AS CONCRETE OR MASONRY d) R ' f . �I TI E O TILE F OOR 2880 h SLABS, UNLESS SEPARATED FROM SUCH FLOORS OR ROOFS BY AN IMPERVIOUS F OOR N BACKING F R N I 1 O' GEILIN6 GJ 6 WALL 2880 MOISTURE BARRIER. m TOWEL BA 1 D" WALL G. WOOD FURRING STRIPS OR OTHER WOOD FRAMING MEMBERS ATTACHED DIRECTLY TO THE INTERIOR OF EXTERIOR MA50NRY WALL5 OR CONCRETE WALL5 BELOW H6 SOSOFX GRADE EXCEPT WHERE AN APPROVED VAPOR RETARDER 15 APPLIED BETWEEN THE 6 WALL 2880 •I I 1 2" WALL PANTRY SHELVES -CONFIRM W/OWNER WALL d THE FURRING STRIPS OR FRAMING MEMBERS. O ry N 50 OLS S y (5) 1 2 D 2.) LUMBER t PLYWOOD REQUIRED TO BE PRESSURE -PRESERVATIVE -TREATED IN I 2 N S. d CLOSET SHELVES a ACCORDANCE WITH SECTION R3 1 8.1 SHALL BEAR THE QUALITY MARK OF AN 4"X b" n n n %% 1 baoFx 1626Px 1 680FX B r�� PANTRY 4' L 10 0- APPROVED INSPECTION AGENCY. B 5 O � � 1��//iZ/ in 3.) WOOD/PLASTIC COMPOSITES USED IN EXTERIOR DECK BOARDS, 5TAIR TREADS, c�D 1 U) •• S 111 3680 '� . SHELF d POLE O TILE FLOOR N HANDRAIL5 t GUARDRAIL SYSTEMS SHALL BEAR A LABEL INDICATING THE REQUIRED 4, O I =/ SAFETY GLASS i 4 I GL OCT '0 q' GEILIN6 PERFORMANCE LEVELS t DEMONSTRATING COMPLIANCE WITH THE PROVISIONS OF TVP. m Z Z ry dJ A5TM D 1032. W W N Ja A 4.) IN AREAS SUBJECT TO DAMAGE FROM TERMITES AS INDICATED BY TABLE R501.20 ), I L a �9 Cry METHODS OF PROTECTION SHALL BE ONE OF THE FOLLOWING METHODS OR A H�Uk b'-8' b'-4" O O P�RGH 0 O 6 80 r,4 AO GHEMIGIOL TERMITIC DE TREATMENT, A5 PROVIDED IN SECTION R3 1 8.2. y T82A #.g I I y BE OOM r W GONG. SLAB FLR. a i- y B. TERMITE BAITING SYSTEM INSTALLED t MAINTAINED ACCORDING TO THE LABEL. = STUCCO WALL5 d GLC. = TOILET G. PRESSURE -PRESERVATIVE -TREATED WOOD IN ACCORDANCE WITH THE GAR ET FLOOR PROVVER VALYE.NOT_E: _I PROVISION5 OF SECTION R3 11.1. O L-5.0' 4` SEE ENVIRONMENTAL V 1 4' GEILIN6 V D. NATURALLY DURABLE TERMITE -RESISTANT WOOD. NOTES W -b a L- 1 2.0' 4' MIR LUS / 10 th PROVIDE INDIVIDUAL E. PHYSICAL BARRIERS A5 PROVIDED IN SECTION R3 1 8.3 d USED IN LOCATIONS AS 0 CONTROL THERMOSTATIC K 4 4 T.P. ID a MIXING VALVES, PRESSURE N in 1 O' CEILING O � m DBL. STUD ARCH 6RANITE p _BALANCE oR I SPECIFIED IN SECTION R3 1 8.1. Hpu 1313 F. GOLD -FORMED STEEL FRAMING IN ACCORDANCE WITH SECTIONS R505.2.1 t I 4 W w W TOP! LAS 557-8 PROVIDE 1 BEDROOM WIN OW WITH A MIN. (� � � � J 0 �A�H O COMBINATION VALVE y' 8603.2.1. .24 NET CLEAR OPENING OF 5. SOFT. EXCEPTION: 0 Q w 0 - j :'. 5.) CHEMIC, TERMITIGIDE TREATMENT SHALL INCLUDE SOIL TREATMENT AND/Oft FIELD GRADE FLOOR OPENING CAN HAVE A MIN. NET �0 J N n ' !ARCHED OPENING�� TI E FLOOR ,� TYPE CPC 408.3 APPLIED WOOD TREATMENT. THE CONCENTRATION, RATE OF APPLICATION d METHOD CLEAR OPENING OF 5.0 SQI:T. Q rr - Q' / ,' 4'-O" 4'-4' 4'-2' 4'-6" 4'-b BACKING FOR 1 OF TREATMENT OF THE CHEMICAL TERMITIGIDE SHALL BE IN 5TRIGT ACCORDANCE WITH SILL HEIGHT: MAX. 44" ABO E FLOOR (L N / N TOWEL BAR a 44" PROVIDE EX_HAL�T` (V THE TERMITIGIDE LABEL. MKOPENING HEIGHT: 24". 6.) APPROVED PHYSICAL BARRIERS, SUCH AS METAL OR PLASTIC, 5HEETING OR COLLARS MIN. OPENING WIDTH: 20' In .� HALL J PROVIDE 4" MIN. - MOISTURE SPE DESIGNED FOR TERM/TE PREVENTION, SHALL BE INSTALLED IN A MANNER ` J EXHAUST DUCT TO PREVENT TERMITES FROM ENTERING THE STRUCTURE. SHIELDS PLACED ON TOP OF N JryryO 6 SSyd ° O�'y,/,0 6 Ssyd -1 CARPET Q X ��fl WITH BACK -DRAFT 1v AN EXTERIOR FOUNDATION WALL ARE PERMITTED TO BE USED ONLY IF IN COMBINATION I HB .Z4/�Q) I I r�GO n `r'(� I I r�Gel BEDROOM4 /DEN /STUDY '�11 ry FLOOR DAMPER_ THE WITH ANOTHER METHOD OF PROTECTION. V' 6 W AL 6 W ALL U) ALL SIDES do %y ALL 51PE5 do r- MAXIMUM LENGTH STAIRS, HANDRAILS d (7IiARD CARPET FLOOR FOR THE DRYER 5TAIR WIDTH: STAIRWAYS SHALL HAVE A WIDTH OF NOT LESS THAN 36 INCHES. SPIRAL p CONCRETE . aQ ��Q SEE ENVIRONMENT DBL. STUD NOTE: PROVIDE EXHAUST DUCT 15 O STAIRWAYS AS PROVIDED FOR IN 831 1.1.1 'C NOTES 4-6 3O" WHOLE HES OF Lo 1 4 FEET W/ 2 I p O HOUSE FAN LAUNDRY In ELBOWS. (� STAIR HEADROOM: STAIRWAYS SHALL HAVE A MINIMUM HEADROOM CLEARANCE OF 80 p 8620FX '-9" A. ° 1'-O' 9" 1'- 0 m O SCREENE VENT ® TILE FLOOR O N - INCHES MEASURED VERTICALLY FROM A LINE CONNECTING THE EDGE OF THE NOSIN65. J ryX �4 S 2660FX 266 5C, 2660FX ,t 4 `S y O q' GEILIN6 J 15J I dJ LAUNDR ROOM Q N S Q M Q 5645cfm - {0 I DOOR DRYER - SUGH HEADROOM SHALL BE CONTINUOUS ABOVE THE STAIRWAY TO THE POINT WHERE THE � 'C� '; O p LINE INTERSEGT5 THE LANDING BELOW, ONE TREAD DEPTH BEYOND THE BOTTOM RISER. �� L-3.15' a1 Q m L=3.15' Q °` (� D ; 823�afm VENT TE WASHER `0 d THE MINIMUM CLEARANCE SHALL BE MAINTAINED THE FULL WIDTH OF THE STAIRWAY t N PROVIDE 1 BEDROOM WINDOW WITH A MIN. N OUTSIDE SPACE N I N NET CLEAR OPENING OF 5.1 SQFT. EXCEPTION: LAUNDRY GRANIT: DRYER E VENT TO TERMINATE d: LANDING. 831 1.AR Q ° •D MIN. R-4.2 AIR N STAIR WALKLINE: THE WALKLINE ACROSS WINDER TREADS SHALL BE CONCENTRIC TO THE ° p = GRADE FLOOR OPENING CAN HAVE A MIN. NET LOUVERS DIRECTION OF TRAVEL THROUGH THE TURN t LOCATED 1 2 INCHES FROM THE 51DE WHERE to CLEAR OPENING OF 5.0 SQFT. SINK TOP a SPLASH 36" MIN. FROM ANY 43 SILL HEIGHT: MAX 44' ABOVE FLOOR WINDOW OPENING. � THE WINDERS ARE NARROWER. THE 1 2 -INCH DIMENSION SHALL BE MEASURED FROM THE O LANDINGS: In MIN. OPENING HEIGHT: 24'. n'�` ' WIDEST POINT OF THE CLEAR STAIR WIDTH AT THE WALKING SURFACE OF THE WINDER. IF ' THE LANDING AT AN EXTERIOR 0 MIN. OPENING WIDTH: 20' DRYER I It WINDERS ARE ADJACENT WITHIN THE FLIGHT, THE POINT OF THE WIpEST CLEAR STAIR I DOORWAY SHALL NOT BE MORE THAN ((1 UPPERS VENT WIDTH OF THE ADJACENT WINDERS SHALL BE USED. R3 1 1.1.4 dJ 1.15 INCHES BELOW THE TOP OF THE 3080 TREADS d RISERS: STAIR TREADS d RISERS SHALL COMPLY WITH SECTION R3 1 1.1.5: THRESHOLD, PROVIDED THE DOOR, - _ b r40-41 IL - R31 1.1.5 DIMEN5ION REFERENCE SURFACES: FOR THE PURPOSE OF THIS SECTION, ALL OTHER THAN AN EXTERIOR STORM OR T 30505H ry (M DIMENSIONS ARE EXCLUSIVE OF CARPETS, RUGS OR RUNNERS. 5GREEN DOOR, DOES NO SW N6 11 R3 1 L7.5..1 82 RISER HEIGHT d TREAD DEPTH: THE MAXIMUM RISER HEIGHT SHALL BEI OVER THE LANDING. K I S y 4 [�_ e O 1.P 3/4 INCHES ; THE MINIMUM TREAD DEPTH SHALL BE 10 INCHES: THE MINIMUM WINDER _ HB S� L- 1 5.0' 'r�•(� TREAD DEPTH AT THE WALKLINE SHALL BE 1 O INCHES; d THE MINIMUM WINDER TREAD D 7 DEPTH SHALL BE 6 INCHES. A NOSING NOT LE55 THAN 3/4 INCH BUT NOT MORE THAN a 1 1 /4 INCHES SHALL BE PROVIDED ON 5TAIRWAY5 WITH 50LID RISERS WHERE THE LAUNDRY I , TREAD DEPTH 15 LE55 THAN 1 1 INCHES. - 1,gER F TRAY SAFETY LITE O GONG. ST N in R3 7 1.1.5.2 STAIR TREADS d RISERS SHALL BE OF UNIFORM SIZE t SHAPE. THE p ° D$L SRIMCES 50 GAAP, GAS WATER HEATER:LO MIN: 36' IN TOLERANCE BETWEEN THE LARGEST d SMALLEST RISER HEIGHT OR BETWEEN THE p[ V, PLA` +1 8" HIGH PLATFORM WITH P.T. VALVE WITH I DIREG I N LARGEST t SMALLEST TREAD DEPTH SHALL NOT EXCEED 3/8 INCH IN ANY FLIGHT OF D , 'C'(P (6, TOP AND B TO OUTSIDE T SEISMIC STRAPS DOORS 111 OF TRA EL) STAIRS. THE GREATEST WINDER TREAD DEPTH AT THE WALKLINE WITHIN ANY FLIGHT OF SCALE: 1/4" - 1'-O" D t7 pp I I TOP AND BOTTOM. VENT THRU ROOF AND /' STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/5 INCH. FLOOR P AN NATE; [ 'I=nIC.� PLAN TO COMPLY �ITI„I TI,,,IE FOLLOI ♦INL7• PROVIDE BARRIER FROM VEHICULAR ° O v I DAMAGE. v R3 1 1.-1.5.3 NOS N69: THE RADIUS OF CURVATURE AT THE NOSING SHALL BE NO • 20 1 3 CALIFORNIA BUILDING GORE (GBG), v PROVIDE CIRCULATING PUMP GREATER THAN 9/ 1 6 INCH. A NOSING NOT LE55 THAN 3/4 INCH BUT NOT MORE THAN 1 1 ) THIS LAN SHALL COMPLY WITH THE EGUIREMENTS 1 /4 INCHES SHALL BE PROVIDED ON 5TAIRWAY5 WITH SOLID RISERS. THE GREATEST OF E 201 3 CRO SECTION 8321 F R THE • 20 1 3 CALIFORNIA RESIDENTIAL GODS (GAG), D. 6•_O• D I I 4'-b' 4'-b' I 1 2'-6" 2'-b" LANDIN65: NOSING PROJECTION SHALL NOT EXCEED THE SMALLEST NOSING PROJECTION BY MORE WIL LAND -URBAN INTERFACE. SEE AGE 3 FOR • 20 1 3 CALIFORNIA MECHANICAL CODE (CMG), p THE LANDING AT AN EXTERIOR THAN 3/8 INCH BETWEEN TWO STORIES, INCLUDING THE N051NO AT THE LEVEL OF FLOORS t LANDINGS. BEVELING OF NOSINGS SHALL NOT EXCEED 1/2 INCH. 0 NOT S. • 20 1 3 CALIFORNIA PLUMBING CODE (GPG), ° D D p p O� DOORWAY SHALL NOT BE MORE THAN EXCEPTION: -I 2) PLA'_E HEIGHT TO BE 9' UNLESS NOT D OTHERWISE. • 20 1 3 CALIFORNIA ELECTRICAL CODE (GEGJ, T,15 INCHES BELOW THE TOP of THE A NOSING 15 NOT REQUIRED WHERE THE TREAD DEPTH 15 A MINIMUM OF 1 1 INGHE5. . O THRESHOLD, PROVIDED THE DOOR, 3) AUTOMATIC RE51PENTIAL FIRE 5PRI KLERS ARE • 20 1 3 CALIFORNIA FIRE CODE (CFC), D 0 OTHER THAN AN EXTERIOR STORM OR STAIRWAY LANDINGS: THERE SHALL BE A FLOOR LA LANDING AT THE TOP t BOTTOM OF • 20 1 3 CALIFORNIA ENERGY CODE ° '- I I I SCREEN DOOR, DOES NOT SWING EACH STAIRWAY THE MINIMUM WIDTH PERPENDICULAR TO THE DIRECTION OF TRAVEL REQ IRED AS PER SECTION R3 1 3.3 R NFPA 1 3D. v GARAGE OVER THE LANDING. /6. 85u. l35 a ** REGISTF oq, ) - 01 c 30- SHALL BE NO LE55 THAN THE WIDTH OF THE FLIGHT SERVED. LANDIN(55 OF SHAPES OTHER Z1 � n 001 I -6 > DESI 3,14 BY OTHERS. 0 -0 • 201 3 CALIFORNIA GREEN BUILDINGS STANDARDS CODE D FLOOR PLAN D D p M -1_-0 D= rn I DOOR 0 r o N moV�pP xZap3A 30;zDi THAN SQUARE OR RECTANGLE SHALL BE PERMITTED PROVIDED THE DEPTH AT THE WALK (J1 0 U cn D \ ti1A�> Q �InA� 4) 5U$ IT FINAL GONSTRUGTION WAST MANAGEMENT A\ ul !11 GENERAL NOTES PLATE HEIGHTS (COMMONLY GALLED "GALGREEN') =U1-i0r°-+= rnrnZyDrn c Z r rn D a� u � > iA OPENER b"x b" � = rn LINE t THE TOTAL AREA 15 NOT LE55 THAN THAT OF A QUARTER CIRCLE WITH A RADIUS TT�Q A A� �� REPORT TO THE BUILDING DEPART NT PRIOR TO 1" N A Z�LAjz�Z Dz0 6noGU` • 2015 GRG SECTION R321 FOR EXTERIOR WILDFIRE EXPOSURE IN o < -1 I WATER HEATER NOTES: I TFRTF EQUAL TO THE REQUIRED LANDING WIDTH. WHERE THE STAIRWAY HAS A STRAIGHT RUN, rnrnZ��Z1Z11 D1�zrn�D � ; - A� o Ill -i p D Z ti o ISD€THE�FO*=LOV�WIN !.n r- ill THE MINIMUM DEPTH IN THE DIRECTION OF TRAVEL SHALL BE NOT LESS THAN 36 INCHES. � A rn- r te In 5 �ArnrnOmlZn O z�diAlri1> pc �7% FINA INSPECTION. A W ILI7LAND URBAN INTERFACE. I- 0 II VENT,OR TYPEBVENT W/6NT FIFE ASSESSORS PARCEL # 055 - 540 - 026 .. \j (p d A j N (Si N = C7 m EXCEPTION: A FLOOR OR LANDING 15 NOT REQUIRED AT THE TOP OF AN INTERIOR IN ENCLOSED GARAGE, PROVIDED A DOOR OCCUPANCY GROUP: p ° ° y�U I 2/GATE60RY arN BETwE SIDEHNM A WHERE EA ERE OI FLIGHT OF STAIRS, INCLUDING STAIRS AN P-311.1.6. FLOOR PLAN 5TRUGTURAL NOTES p , D $`S%'? ETH 9/ ATEAORAIHNOMORETS 3•H16HER NTNE6A9EOF DOES NOT SWIN60VER THE STAIRS. • OCCUPANCY IS R3/U TNEwATERHEATERTNAT ALLOWS NATURAL - HANDRAIL5: STAIRWAYS WITHIN DWELLIN6 UNITS d SPIRAL STAIRWAYS ARE PERMITTED TO ° ° %6 �uIHF.rsrsANGrr _ ) - SUPPLY LINE W A GAPATITY OF AT LEAST 200,000 BTU/NR HB HAVE A HANDRAIL ON ONE SIDE ONLY. A CONTINUOUS RUN OF TREADS OR FLIGHT OF 1.) SEE TYPICAL NOTE SHEET SN AND TYPICAL DETAIL CONSTRUCTION TYPE: 5/ PROVIDE 9 FOR LOT EOUAL TO THE STAIRS WITH LESS THAN FOUR RISERS DOES NOT REQUIRE HANDRAILS. 831 1.1.8. SHEETS SD 1 -SO2 FOR ADDITIONAL INFORMATION. • CONSTRUCTION TYPE I5 VB ' PROVIDE KEYLESS TOI I: AAT OF M5 ON, I MIKOr a ABOVE TONTRO gERTITAL DIMelm10N !TRAP SHALL BEA HEIGHT: HANDRAIL HEIGHT, MEASURED ABOVE STAIR TREAD NOSINGS, OR FINISH p ENTRY TOUGH PAD 6) GOMBINATON PRESSURE I TEMPERATURE RELRF VALVE TO OUTSIDE SURFACE OF RAMP SLOPE, SHALL BE UNIFORM, NOT LE55 THAN 34 INGHE5 t NOT MORE b p O. ° D � - v A/ UNTHREADED PIPE FAG DOWNWARD BETWEEN S• TO 2P THREE GAR GARAGE THAN 58 INGHE5. R31 1.1.8.1. GRA5PABILITY: HANDRAILS WITH A CIRCULAR CROSS SECTION SHALL HAVE AN OUTSIDE IA�HOTnA1ND' !n 2.) TYPICAL MINIMUM BEARING WALL FRAMING U.N.O.: D v v ° p p p D L-3.0' [�> TALL HOT WATERSYPLYPRNT 9/4 �6REATER SHALL BE INSULATED. TEG t SOD (y 21Y B)AE NOT Fr•IS 911TLYIN6 THE KffcNEN SHALL BEINSULATED. CONCRETE SLAB FLOOR DIAMETER OF AT LEAST 11/4 INCHES a NOT GREATER THAN 2 INCHES. IF THE HANDRAIL 15 NOT CIRCULAR, IT SHALL HAVE A PERIMETER DIMENSION OF AT LEAST 41NCHES t NOT EXTERIOR WALL: 2X6 DF STUD AT 1 6" O.G. p D p p v p p RATER SHEETROGK WALLS 6 GLC. GREATER THAN 61 /4 INGHE5 WITH A MAXIMUM CRO55-SECTION DIMENSION OF 21 /4 INTERIOR WALLS: 2X4 DF STUD AT 1 6" O.G. ° ° q' CEILING I INCHES. E06E5 SHALL HAVE A MINIMUM RADIUS OF 0.01 INCH. 7 p p ° D p G :F27�G1 D�OPF CONTINUITY; HANDRAILS FOR 5TAIRWAYS SHALL BE CONTINUOUS FOR THE FULL LENGTH 3.) SEE DETAIL 5/SD 1 FOR TYPICAL STUD WALLtl v ,- -„ D � /), J 1) HOLD GARAGE FLOOR BACK PO THAT O OF THE FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP RISER TO A POINT DIRECTLY p ° D N ° DOOR LANDS ON APRON 3/4 BELOW Q �' TR/ ABOVE THE LOWEST RISER. HANDRAIL ENDS SHALL BE RETURNED OR SHALL ELEVATION AND TYPICAL WALL OPENING SCHEDULE.- D D v v 'tq4� I GARAGE FLOOR. OPE IMG TO BE TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS. HANDRAIL5 ADJACENT TO A WALL W p p p yy 2) FINISHED GARAGE DOOR SHALL HAVE A SPACE OF NOT LE55 THAN 1 1/2 INCHES BETWEEN THE WALL d THEp 4.) ANY DISCREPANCIES BETWEEN FRAMING SHOWN AND p p D v D I 1" SHORTER IN HEIGHT d 2" NAI*,ROWER lcR HANDRAILS.. R311.7.8.2 p v v D D p v IF I THAN WIDTH OF GARAGE DO SIZE. EXCEPTIONS: FIELD CONDITIONS SHALL BE IMMEDIATELY BROUGHT vI I 3) PROVIDE SOLID BLOCKING A7� CENTER A. HANDRAILS SHALL BE PERMITTED TO BE INTERRUPTED BY A NEWEL POST AT THE TO THE ENGINEER OF RECORD. D P D D p D p OF DOOR FROM HEADER TO !L MINIMUM N TURN. p D v p B 0 I OF 14" ABOVE TOP OF DOORI N \ B. THE USE OF A VOLUTE, TURNOUT, STARTING EASING OR STARTING NEWEL 15 ALLOWED 0 p D ,� p �e< OVER THE LOWEST TREAD. 5.) ALL EXPOSED FRAMING SHALL BE PRE55URE 1 D p - D p - - - -T to Ll 6UARV5: WHERE REQUIRED. GUARDS SHALL BE LOCATED ALONG OPEN-51DED WALKING TREATED WITH TREATMENT PROCESS AND D p D - DRIVEWAY ° O R/i1 f O jl1 5URFAGE5, STAIRS, RAMPS t LANDINGS THAT ARE LOCATED MORE THAN 30 INCHES APPLICATION APPROPRIATE FOR EXPOSURE p ° p - I I RA OTES: MF,p c11 7 MEASURED VERTICALLY TO THE FLOOR OR GRADE BELOW AT ANY POINT WITHIN 36 D D D D INCHES HORIZONTALLY TO THE EDGE OF THE OPEN SIDE. GUARDS SHALL BE ADEQUATE IN ACCORDING TO MFR'S WRITTEN GUIDELINES. p p p p 1)6ARA6E5 ARE TO BE SEPARATED STRENGTH t ATTACHMENT IN ACCORDANCE WITH SECTION R512. D 7 D I FROM T E DWELLING AND ATTIC, BY 112 -INCH HEIGHT: REQUIRED GUARDS SHALL BE NOT LESS THAN 42 INCHES HIGH, MEASURED VERTICALLY ABOVE THE ADJACENT WALKING SURFACES, ADJACENT FIXED SEATING OR 6.) ALL STRUCTURAL MEMBERS SHALL BE FASTENED IN ' D ° �' p v D D .. D v GYPSUM�OARD. 2) HABITA*E SPACE ABOVE A GARAGE MUST BE THE LINE CONNECTING THE LEADING EDGES OF THE TREADS. R312.1.2. COMPLIANCE WITH 2O 1 3 GBG FASTENING SCHEDULE, v D SEPARATED BY 5/8 -INCH TYPE X GYPSUM EXCEPTIONS: A. GUARDS ON THE OPEN SIDES OF STAIRS SHALL HAVE A HEIGHT NOT LE55 THAN 34 TABLE 2304. q.1, UNLESS NOTED OTHERWISE. D p v p 7 D S$ �// I BOARD. 3) DOORS ETWEEN THE DWELLING d GARAGE IS INCHES MEASURED VERTICALLY FROM A LINE CONNECTING THE LEADING EDGES OF ° P. p v D rQ REQUIR TO BE 1 3/8 INCH THICK, SOLID GORE HONEYCOMB GORE THE TREADS. v p D p D v 6 - - - - - - LID GORE STEEL, B. WHERE THE TOP OF THE GUARD ALSO SERVES A5 A HANDRAIL ON THE OPEN SIDES p ° - STEEL, ORA DOOR WITH A 20 MINUTE FIRE OF STAIRS, THE TOP OF THE GUARD SHALL NOT BE LESS THAN 34 INCHES t NOT p p D PROTECTION RATING, AND BE SELF-CLOSING t MORE THAN 38 INCHES MEASURED VERTICALLY FROM A LINE CONNEGTIN& THE P p ° p D v D p v° SELF -LATCHING. 4) DVGTS IN THE GARAGE THAT PENETRATE THE O LEADING EDGES OF THE TREADS. OPENING LIMITATIONS: REQUIRED GUARDS SHALL NOT HAVE OPENINGS WHICH ALLOW -1 p ° D v L-3.0' 4" � SEPARATION MUST BE A MINIMUM OF 26 GAUGE It PASSAGE OF A SPHERE 4 INCHES IN DIAMETER FROM THE WALKING SURFACE TO THE IIl ° ° D ° v p STEEL WITH NO OPENINGS IN THE GARAGE. REQUIRED GUARD HEIGHT. R3 1 2.1.3 7 p D 5) SUPPORTING ELEMENTS OF SEPARATION ARE NO EXCEPTIONS: ° LONGER REQUIRED TO BE PROTECTED. b"X b" ELECT.. SERVICE: CHE A FROM A HEIGHT OF 36 INCHES TO 42 INGHE5, GUARDS SHALL NOT HAVE OPENINGS p D v 7 p - 200 AMP SERVICE WHICH ALLOW PASSAGE OF A SPHERE INCHES IN DIAMETER. B. THE TRIANGULAR OPENINGS AT THE OPEN SIDES OF A STAIR, FORMED BY THE RISER, TITLE 2 4 ENERGY REQUIREMENTS' MINIMUM �f ,1 TITLE 2 4 REQUIREMENTS: P v p v 7 Ji',\IO _ - - - - - - �' NOT • B.R. OR CLOSET; 36'TO DOOR/W'V. TREAD t BOTTOM RAIL SHALL NOT ALLOW PASSAGE OF A SPHERE 6 INCHES IN D ,q 1' �� I NO VENT 10V, VR DIAMETER. REQUIRED SPECIAL FEATURES RAISED FLOOR INSULATION: R-38 2ND FLR: N/A . _1 X. 48"H MIN...15' MAX. 'f.9NFIRM LOCATION' G. THE OPEN 51DE5 OF STAIRS SHALL NOT HAVE OPENINGS WHICH ALLOW PASSAGE OF • GEILIN6 HAS HIGH LEVEL OF INSULATION. WALL INSULATION: R- 1 9 D �v� D I I A SPHERE 43/8 INCHES IN DIAMETER. HERS FEATURE SUMMARY VAPORBARRIER: N/A 7 p . WINDOW 511-L-5: IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW IS BELOW, THE WINDOWS: VINYL LOW E, U FACTOR .32 SHGG .32 D 7 p ° LOCATED MORE THAN 72 INGHE5 ABOVE THE FINISHED GRADE OR SURFACE BUILDING -LEVEL VERIFICATIONS: ° `P LOWE5T PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ATTIC INSULATION: R-44 V I I ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. • IAO MECHANICAL VENTILATION D DUCT INSULATION: R-8 D O x N OPERABLE SECTIONS OF WINDOIN5 SHALL NOT PERMIT OPENINGS THAT ALLOW p COOLING SYSTEM VERIFICATIONS: WATER HEATER EFFICIENCY, 50g OR LE55: 1> v D I 0 PASSAGE OF A 4 -INCH -DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN -MINIMUM AIRFLOW .58 p N 24 INCHES OF THE FIN15HEO FLOOR. R31 2.2.1 • VERIFIED SEER ON -DEMAND WATER HEATER, W/EF®85%: N/A Dv - v D p D 0 I I O LEGALQLII_ ENTS: v HEATING EFFICIENCY: 94% AFUE D v I m 1.) PERMIT ON SITE: A COPY OF THE BUILDING PERMIT MUST BE KEPT ON SITE UNTIL THE • REFRIGERANT CHARGE COOLING EFFICIENCY: 1 6.0 SEER I 0FUI WORK 15 COMPLETED d A FINAL INSPECTION HAS BEEN MADE. R 105.1 . FAN EFFICACY WATT5/CFM p COOLING EFFICIENCY: 12.0 SEER D p `' 1RO D GLARO-AGEE FLOOR, BALK 50 THAT DOOR LANDS ON APRON 4' BELOW 3y 2.) LOWEST FLOOR ELEVATION: IN FLOOD HAZARD AREAS, AN ELEVATION HVAC DISTRIBUTION SYSTEM VERIFICATIONS: RADIANT RADIANT BARRIER: YES p v vv GARAGE FLOOR. ss, GERTIFIGATE IS REQUIRED AFTER PLACEMENT OF THE LOWEST FLOOR BEFORE PROCEEDING WITH CONSTRUCTION ABOVE. R 106.1.3. •DUCT SEALING v SKIP OR CONTINUOUS SHEATHING: CONT. D D ° - _ . I �� 2) FINISHED GARAGE DOOR ENING TO BE ��{UI PERMIT v ,2 6/ DOMESTIC HOT WATER SYSTEM VERIFICATIONS: ° v p ti SS �G I 1'SHORTERINHEIGHT42 ARROWER SERVICES 6 FOUNDATIONS 3 DRAINAGE: DRAINAGE: 840 O SURFACE DRAINAGE SHALL BE DIVERTED TO A STORM SEWER CONVEYANCE OR OTHER APPROVED POINT OF COLLECTION THAT DOES NOT CREATE A •NONE v ` i � D ° v ° ° D 8 76, THAN WIDTH OF GARAGED OR s¢E. BUTTE CON DEVELOPMENT 3) PROVIDE SOLID BLOC AT CENTER OF DDDR FROM HEADER A MINIMUM REVIEWED FOR 4' L-1.0' d) a HAZARD. LOTS SHALL BE GRADED TO DRAIN SURFACE WATER AWAY FROM FOUNDATION WALL5. THE GRADE SHALL FALL A MINIMUM OF 6 INCHES WITHIN THE FIRST 1 O FEET. / ° -p p D v p -OPT4-XB'aVETDP`C R. CO EXCEPTION: WHERE LOT LINES, WALL5, SLOPES OR OTHER PHYSICAL BARRIERS PROHIBIT 6 INGHE5 OF FALL WITHIN 1OFEET. DRAINS OR 5WALE5SHALL BE GONSTRUGTED TO ENSURE HE p p p D p D p STUCCO WALL - D p SEE EXTERIOR ELEI/srinlyBUILDING SEp,2MPL SHALL BE SLOPED ADRAINAGE ANAY FROM THE STRUCTURE. PMN MIUOM OF 2 PERCENT AWAY FROM OTHE " O pp p D p DL-'J.O'AlwDATE �,O X16 FOUNDATION / p ° v ° p HB GJ BUILDING. FRAMING GENERAL: (il .✓J FFryry NJ 0 /� lJ D p D li D ° D V D° p -41 1.) WOOD PLATES OR SILLS SHALL BE BOLTED OR ANCHORED TO THE FOUNDATION WITH A MINIMUM 1 /2" DIAMETER STEEL BOLTS OR OTHER APPROVED ANCHORS. Z D :TJ C 0 iii ° I ° - ° D ry-1 6040F) BOLTS SHALL BE EMBEDDED AT LEAST V INTO THE CONCRETE t SHALL BE BOLTS ,3 �' m D 4• 601 bL5I'll m 4- SPACED NOT MORE THAN 6' APART. THERE SHALL BE A MINIMUM OF TWO BOLTS PER PIECE WITH ONE BOLT LOCATED NOT MORE THAN 1 2' OR LE55 THAN 4' FROM ry > N - p ._ ��J� 4j L-4.0' �O n L-4.0' EACH END OF THE PIECE R403. 1.6 � y Q, 2 -7. ) PLATE WASHERS, A MINIMUM OF 0.229 INCH BY 3 INCHES BY 3 INCHES IN SIZE, SHALL :/) * K v p V.� 1) to BE PROVIDED BETWEEN THE FOUNDATION SILL PLATE t THE NUT EXCEPT WHERE O IV m O p p APPROVED ANCHOR STRAPS ARE USED. THE HOLE IN THE PLATE WASHER I5 0 r- a D PERMITTED TO BE DIAGONALLY SLOTTED WITH A WIDTH OF UP TO 3/ 1 6 INCH $fig D - D ° /\ f -J LARGER THAN THE BOLT DIAMETER d A SLOT LENGTH NOT TO EXCEED 1 5/4 INCHES, PROVIDED A STANDARD GUT WA5HER 15 PLACED BETWEEN THE PLATE C�tJN� •-'1 D Z p p D p ° p D 4'-6" 4'-6• J`K1J WASHER d THE NUT. R602.1 1 (p D 3.) FOUNDATION PLATES OR SILLS THAT REST ON EXTERIOR FOUNDATION WALLS t 16 - 8' 9' - b' 3" - 2' b' p p 4'-3" 4'-3" b' -o" 5'-b" 3'-O' 9'-O' 3'-O" 5'-b" ARE LE55 THAN 8' FROM EXPOSED EARTH SHALL BE OF NATURALLY DURABLE OR AUG 2016 p PRESERVATIVE -TREATED WOOD. 1 1" b� D 2'-10" -6- '-O" 2'-b" 8'-6" 6'-0" 26'-0" 4.) POSTS, GIRDERS, JOISTS d 5UBFLOOR LOCATED IN A CRAWL SPACE MUST BE � NATURALLY DURABLE OR TREATED WOOD WHEN THE FLOOR JOISTS ARE LESS DEVELUYMRNT p p D ca THAN 1 8. OR WOOD GIRDERS ARE LE55 THAN 1 2" ABOVE THE EXPOSED GROUND. SERVICES D v 12 - 1 O" T D n N 5.) WOOD ROOF TRUSS MEMBERS t COMPONENTS SHALL NOT BE GUT, NOTCHED, p Z rn DRILLED, SPLICED OR OTHERWI5E ALTERED IN ANY WAY WITHOUT THE WRITTEN - Z_ p D U a) 0 APPROVAL OF A REGISTERED DESIGN PROFESSIONAL THE TRU55 DESIGN SHALL p t, p D - TAKE INTO ACCOUNT ANY LOADS SUCH AS HVAC OR PLUMBING EQUIPMENT. .. p v ° > l� M //�I ' / p o r� 1�(/,J1 I7. ,j �� m D U'3 v °° ° p p m p v y /6. 85u. l35 a ** REGISTF oq, ) - 01 c 30- Z1 � n 001 I -6 > 0 -0 w r FLOOR PLAN A FOUR BEDROOM RESIDENCE for: M -1_-0 D= rn 0 T m 0 r o N moV�pP xZap3A 30;zDi fJ (J1 0 U cn D \ ti1A�> Q �InA� o> u1 /� A\ ul !11 GENERAL NOTES PLATE HEIGHTS O =U1-i0r°-+= rnrnZyDrn c Z r rn D� o �N r1D3prnrn i Z a� u � > iA = rn � = rn N rn TT�Q A A� �� FRONT PICTORIAL 1" N A Z�LAjz�Z Dz0 6noGU` r(�AD{�� o < -1 h. 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R00FING:_R32 �.5 ROOFS SHALL COMPLY WITH THE REQUIREMENTS OF SECTIONS R521 4 R902. 1) ROOF COVERING:WHERE THE ROOF PROFILE ALLOWS A SPACE BETWEEN THE ROOF COVERING 4 ROOF DECKING, THE SPACES SHALL BE CONSTRUCTED TO PREVENT THE INTRUSION OF FLAMES 4 EMBERS, BE FIRESTOPPED WITH APPROVED MATERIALS OR HAVE ONE LAYER OF MINIMUM -12 POUND MINERAL -SURFACED NON -PERFORATED CAP SHEET COMPLYING WITH A5TM D 3909 INSTALLED OVER THE COMBUSTIBLE DECKING. R32'7.5.2 2) ROOF. VALLEYS: WHERE VALLEY FLASHING 15 INSTALLED, THE FLASHING SHALL BE NOT LESS THAN 0.01 9 -INCH NO. 26 &AGE GALVANIZED SHEET CORROSION -RESISTANT METAL INSTALLED OVER NOT LESS THAN ONE LAYER OF MINIMUM -12-POUND MINERAL - SURFACED NON -PERFORATED CAP SHEET COMPLYING WITH ASTM D 3909, AT LEAST 36 -INCH -WIDE RUNNING THE FULL LENGTH OF THE VALLEY. R321.5.3 5) ROOF GUTTERS: ROOF GUTTERS SHALL BE PROVIDED WITH THE MEANS TO PREVENT THE ACCUMULATION OF LEAVES 4 DEBRIS IN THE GUTTER R321.5.4 VENTS: R327"6 REQUIREMENTS: RS 21.6.2 VENTILATION OPENINGS FOR ENCLOSED ATTICS, ENCLOSED SAVE SOFFIT SPACES, ENCLOSED RAFTER SPACES FORMED WHERE CEILINGS ARE APPLIED DIRECTLY TO THE UNDERSIDE OF ROOF RAFTERS, 4 UNDERFLOOR VENTILATION OPENINGS SHALL BE FULLY COVERED WITH METAL WIRE MESH, VENTS, OTHER MATERIALS, OR OTHER DEVICES THAT MEET THE FOLLOWING REQUIREMENTS: 1) THE DIMENSIONS OF THE OPENINGS THEREIN SHALL BE A MINIMUM OF 1 / 16 INCH 4 SHALL NOT EXCEED 1/B INCH. 2) THE MATERIALS USED SHALL BE NONCOMBUSTIBLE. EXCEPTION: VENTS LOCATED UNDER THE ROOF COVERING, ALONG THE RIDGE OF ROOFS, WITH THE EXPOSED SURFACE OF THE VENT COVERED BY NONCOMBUSTIBLE WIRE MESH, MAY BE OF COMBUSTIBLE MATERIALS. 5) THE MATERIALS USED SHALL BE CORROSION RESISTANT. VENTILATION OPENINGS ON -THE UNDERSIDE Of EAVES 4 ,CORNICES: VENTS SHALL NOT BE INSTALLED ON THE UNPER51VF OF EAVES 4 CORNICES. R321.6.3 EXCEPTIONS: 1) THE ENFORCING AGENCY MAY ACCEPT OR APPROVE SPECIAL EAVE 4 CORNICE VENTS THAT RESIST THE INTRUSION OF FLAME 4 BURNING EMBERS. 2) VENTS COMPLYING WITH THE REQUIREMENTS OF SECTION R321.b.2 MAY BE INSTALLED ON THE UNDERSIDE OF EAVES 4 CORNICES IN ACCORDANCE WITH EITHER ONE OF THE FOLLOWING CONDITIONS: A. THE ATTIC SPACE BEING VENTILATED 15 FULLY PROTECTED BY AN AUTOMATIC SPRINKLER SYSTEM INSTALLED IN ACCORDANCE WITH SECTION 909.3.1.1 OF THE GBG OR, B. THE EXTERIOR WALL COVERING 4 EXPOSED UNDERSIDE OF THE EAVE ARE OF NONCOMBUSTIBLE MATERIAL, OR IGNITION-RE51STANT-MATERIALS AS DETERMINED IN ACCORDANCE WITH 5FM STANDARD 12 -IA -5 IGNITION - RESISTANT MATERIAL 4 THE VENT IS LOCATED MORE THAN 12 FEET FROM THE GROUND OR WALKING SURFACE OF A DECK, PORCH, PATIO, OR SIMILAR SURFACE. EXTERIOR 0OVERIN0:_9327.7 GENERAL: R321.1.2 THE FOLLOWING EXTERIOR (:,OVERIN6 MATERIALS AND/OR ASSEMBLIES SHALL COMPLY WITH THIS SECTION: EXTERIOR WALL COVERING MATERIAL, EXTERIOR WALL ASSEMBLY, EXTERIOR EXP05EP UNDERSIDE OF ROOF EAVE OVERHANGS, EXTERIOR EXPOSED UNDERSIDE OF ROOF EAVE SOFFITS, EXPOSED UNDERSIDE OF EXTERIOR PORCH CEILINGS, EXTERIOR EXPOSED UNDER51DE OF FLOOR PROJEOTION5, 4 EXTERIOR UNDERFLOOR AREAS. EXCEPTIONS: 1) EXTERIOR WALL ARCHITECTURAL TRIM, EMBELLISHMENTS, FASCIAS 4 GUTTERS. 2) ROOF OR WALL TOP CORNICE PROJECTIONS 4 SIMILAR ASSEMBLIES. 3) ROOF ASSEMBLY PROJECTIONS OVER GABLE END WALLS. 4) SOLID WOOD RAFTER TAILS 4 SOLID WOOD BLOCKING INSTALLED BETWEEN RAFTERS HAVING MINIMUM DIMENSION 2 INCH NOMINAL. 5) DECK WALKING SURFACES SHALL COMPLY WITH SECTION R321.9 ONLY. EXTERIOR WALLS: R321.1.9 THE EXTERIOR WALL COVERING OR WALL ASSEMBLY SHALL COMPLY WITH ONE OF THE FOLLOWING REQUIREMENTS: 1) NONCOMBUSTIBLE MATERIAL. 2) IGNITION -RESISTANT MATERIAL. 3) HEAVY TIMBER EXTERIOR WALL ASSEMBLY. 4) LOG WALL CONSTRUCTION ASSEMBLY. 5) WALL ASSEMBLIES THAT MEET THE PERFORMANCE CRITERIA IN ACCORDANCE WITH THE TEST PROCEDURES FOR A 1 0 -MINUTE DIRECT FLAME CONTACT EXPOSURE TEST SET FORTH IN SFM STANDARD 12-7A-1. EXCEPTION: ANY OF THE FOLLOWING SHALL BE DEEMED TO MEET THE A55EM13LY PERFORMANCE CRITERIA 4 INTENT OF THI5 SECTION: 1) ONE LAYER OF 5/8 _INCH TYPE X GYPSUM SHEATHING APPLIED BEHIND THE EXTERIOR COVERING OR CLADDING ON THE EXTERIOR SIDE OF THE FRAMING. 2) THE EXTERIOR PORTION OF A 1 -HOUR FIRE RESISTIVE EXTERIOR WALL ASSEMBLY DESIGNED FOR EXTERIOR FIRE EXPOSURE INCLUDING ASSEMBLIES USING THE GYPSUM PANEL 4 SHEATHING PRODUCTS LISTED IN THE GYPSUM EXTENT OF EXTERIOR WALL. COVERING: R321.1.3.1 EXTERIOR WALL COVERING5 SHALL EXTEND FROM THE TOP OF THE FOUNDATION TO THE ROOF, 4 TERMINATE AT 2 INCH NOMINAL SOLID WOOD BLOCKING BETWEEN RAFTERS AT ALL ROOF OVERHANGS, OR IN THE CASE OF ENCLOSED EAVES, TERMINATE AT THE ENCLOSURE OPEN ROOF EAVES: R321.1.4 THE EXPOSED ROOF DECK ON THE UNDERSIDE OF UNFN(:,L05FD ROOF EAVES SHALL CONSIST OF ONE OF THE FOLLOWING: 1) NONCOMBUSTIBLE MATERIAL. 2) IGNITION -RESISTANT MATERIAL. 5) ONE LAYER OF 5/8 -INCH TYPE X GYPSUM SHEATHING APPLIED BEHIND AN EXTERIOR COVERING ON THE UNDERSIDE EXTERIOR OF THE ROOF DECK 4) THE EXTERIOR PORTION OF A 1 -HOUR FIRE RESISTIVE EXTERIOR WALL ASSEMBLY APPLIED TO THE UNDERSIDE OF THE ROOF DECK DESIGNED FOR EXTERIOR FIRE EXPOSURE INCLUDING ASSEMBLIES USING THE GYPSUM PANEL 4 SHEATHING PRODUCTS LISTED IN THE GYPSUM ASSOCIATION FIRE RESISTANCE DESIGN MANUAL. EXCEPTIONS: THE FOLLOWING MATERIALS DO NOT REQUIRE PROTECTION: 1) SOLID WOOD RAFTER TAILS ON THE EXPOSED UNDERSIDE OF OPEN ROOF EAVES HAVING A MINIMUM NOMINAL DIMENSION OF 2 INCH. 2) 50LID WOOD BLOCKING INSTALLED BETWEEN RAFTER TAILS ON THE EXPOSED UNDERSIDE OF OPEN ROOF EAVES HAVING A MINIMUM NOMINAL DIMENSION OF 2 INCH. 3) GABLE END OVERHANGS 4 ROOF ASSEMBLY PROJECTIONS BEYOND AN EXTERIOR WALL OTHER THAN AT THE LOWER END OF THE RAFTER TAILS. 4) FASCIA 4 OTHER ARCHITECTURAL TRIM BOARDS. ENCLOSED ROOF EAVE5 4.ROOF_EAVE SOFFIT5: R321.1.5 THE EXPOSED UNDERSIDE OF ENCLOSED ROOF EAVES HAVING EITHER A BOXED -IN ROOF EAVE SOFFIT WITH A HORIZONTAL UNDERSIDE, OR SLOPING RAFTER TAILS WITH AN EXTERIOR COVERING APPLIED TO THE UNDERSIDE OF THE RAFTER TAILS, SHALL BE PROTECTED BY ONE OF THE FOLLOWING: 1) NONCOMBUSTIBLE MATERIAL. 2) IGNITION -RESISTANT MATERIAL. W ONE LAYER OF 51 -5 -INCH TYPE X GYPSUM SHEATHING APPLIED BEHIND AN EXTERIOR COVERING ON THE UNDERSIDE OF THE RAFTER TAILS OR SOFFIT. 4) THE EXTERIOR PORTION OF A 1 -HOUR FIRE RESISTIVE EXTERIOR WALL A55EMBLY APPLIED TO THE UNDERSIDE OF THE RAFTER TAILS OR SOFFIT INCLUDING ASSEMBLIES USING THE GYPSUM PANEL 4 SHEATHING PRODUCTS LISTED IN THE GYPSUM ASSOCIATION FIRE RESISTANCE DESIGN MANUAL. 5) BOXED -IN ROOF EAVE SOFFIT ASSEMBLIES WITH A HORIZONTAL UNDERSIDE THAT MEET THE PERFORMANCE CRITERIA IN ACCORDANCE WITH THE TEST PROCEDURES SET FORTH IN SFM STANDARD 12 -IIA -5. EXCEPTIONS: THE FOLLOWING MATERIALS DO NOT REQUIRE PROTECTION: 1) GABLE END OVERHANG5 4 ROOF A55EMBLY PROJECTIONS BEYOND AN EXTERIOR WALL OTHER THAN AT THE LOWER END OF THE RAFTER TAILS. 2) FASCIA 4 OTHER ARCHITECTURAL TRIM BOARDS. EXTERIOR PORCH.CEILI1,165: R321.1.6 THE EXPOSED UNDERSIDE OF EXTERIOR PORCH CEILINGS SHALL BE PROTECTED BY ONE OF THE FOLLOWING: 1) NONCOMBUSTIBLE MATERIAL 2) IGNITION-RE515TANT MATERIAL. 3) ONE LAYER OF 5/8 -INCH TYPE X GYPSUM SHEATHING APPLIED BEHIND THE EXTERIOR COVERING ON THE UNDERSIDE OF THE CEILING. 4) THE EXTERIOR PORTION OF A 1 -HOUR FIRE RESISTIVE EXTERIOR WALL ASSEMBLY APPLIED TO THE UNPER51PE OF THE CEILING ASSEMBLY INCLUDING ASSEMBLIES USING THE GYPSUM PANEL 4 SHEATHING PRODUCTS LISTED IN THE GYPSUM ASSOCIATION FIRE RESISTANCE DE516N MANUAL. 5) PORCH CEILING ASSEMBLIES WITH A HORIZONTAL UNDERSIDE THAT MEET THE PERFORMANCE CRITERIA IN ACCORDANCE WITH THE TEST PROCEDURES SET FORTH IN SFM STANDARD I2 --IA 3. EXCEPTION: ARCHITECTURAL TRIM BOARDS. EXTERIOR WINDOWS 4 DOORS: SECTION R32'7.8 EXTERIOR GLAZING: R321.5.2 THE FOLLOWING EXTERIOR GLAZING MATERIALS AND/OR ASSEMBLIES SHALL COMPLY WITH THIS SECTION: 1) EXTERIOR WINDOWS. 2) EXTERIOR GLAZED DOORS. 3) GLAZED OFFNIN65 WITHIN EXTERIOR DOORS. 4) GLAZED OPENINGS WITHIN EXTERIOR GARAGE DOORS. 5) EXTERIOR STRUCTURAL GLASS VENEER. EXTERIOR WINPOWS 4 EXTERIOR_6LAZEP. DOOR A55EMBLY REQUIREMENTS: R321.5.2.1 EXTERIOR WINDOWS 4 EXTERIOR GLAZED DOOR ASSEMBLIES SHALL COMPLY WITH ONE OF THE FOLLOWING REQUIREMENTS: 1) BE CONSTRUCTED OF MULTI -PANE GLAZING WITH A MINIMUM OF ONE TEMPERED PANE MEETING THE REQUIREMENTS OF SECTION 2406 SAFETY GLAZING, OR 2) BE CONSTRUCTED OF GLASS BLOCK UNITS, OR 3) HAVE A FIRE -RESISTANCE RATING OF NOT LESS THAN 20 MINUTES WHEN TESTED ACCORDING TO NFPA 251, OR 4) BE TESTED TO MEET THE PERFORMANCE REQUIREMENTS OF SFM STANDARD 12-1A-2. EXTERIOR DOOR5: R321.5.3 EXTERIOR DOOR5 SHALL COMPLY WITH ONE OF THE FOLLOWING: 1) THE EXTERIOR SURFACE OR CLADDING SHALL BE OF NONCOMBUSTIBLE OR IGNITION - RESISTANT MATERIAL, OR 2) SHALL BE CONSTRUCTED OF SOLID CORE WOOD THAT COMPLY WITH THE FOLLOWING REQUIREMENTS: A. STILES 4 RAILS SHALL NOT BE LESS THAN 1 3/8 INCHES THICK B. RAISED PANELS SHALL NOT BE LESS THAN 1 1/4 INCHES THICK, EXCEPT FOR THE EXTERIOR PERIMETER OF THE RAISED PANEL THAT MAY TAPER TO A TONGUE NOT LE55 THAN 3/8 INCH THICK. 3) SHALL HAVE A FIRE -RESISTANCE RATING OF NOT LE55 THAN 20 MINUTES WHEN TESTED ACCORDING TO NFPA 252. 4) SHALL BE TESTED TO MEET THE PERFORMANCE REQUIREMENT5 OF SFM STANDARD 12-'7A-1. EXTERIOR DOOR GLAZING: R321.5.3.1 GLAZING IN EXTERIOR DOORS SHALL COMPLY WITH SECTION 108A.2. 1. PECKING._ SECTION R531.9 THE WALKING SURFACE MATERIAL OF DECKS, PORCHES, BALCONIES 4 STAIRS SHALL COMPLY WITH THE REQUIREMENTS OF THIS SECTION. WHERE REQUIRED: R321A.2 THE WALKING SURFACE MATERIAL OF DECKS, PORCHES. BALCONIES 4 STAIRS SHALL COMPLY WITH THE REQUIREMENT5 OF THIS SECTION WHEN ANY PORTION OF SUCH SURFACE 15 WITHIN 10 FEET OF THE BUILDING. PECKING 5URFA(:,E5: R32 7.9.3 THE WALKING SURFACE MATERIAL OF DECKS, PORCHES, BALCONIES 4 STAIRS SHALL BE CONSTRUCTED WITH ONE OF THE FOLLOWING MATERIALS: 1) IGNITION-RE515TANT MATERIAL THAT COMPLIES WITH THE PERFORMANCE REQUIREMENTS OF BOTH SFM STANDARD 1 2-1A-4 4 5FM STANDARD 12 -'IA -5. 2) EXTERIOR FIRE RETARDANT TREATED WOOD. 3) NONCOMBUSTIBLE MATERIAL 4) ANY MATERIAL THAT COMPLIES WITH THE PERFORMANCE REQUIREMENTS OF SFM STANDARD 12 -1 A -4A WHEN ATTACHED EXTERIOR WALL COVERING 15 ALSO EITHER NONCOMBUSTIBLE OR IGNITION -RESISTANT MATERIAL. EXCEPTJON: WALL MATERIAL MAY BE OF ANY MATERIAL THAT OTHER W I5E COMPLIES WITH THI5 CHAPTER WHEN THE DECKING SURFACE MATERIAL COMPLIES WITH THE PERFORMANCE REQUIREMENTS A5TM E 84 WITH A CLA55 B FLAME SPREAD RATING. 1 1' PLATE HEIGHT L FASCIA 4 GUTTER: CONNECT TO 2"X3• DOWNSPOUTS VILLA OR FLAT TILE ROOFING OVER 15# FELT OVER 1/2" CDX PLYWOOD OR OSB WITH 8Q5 AT 6", 1 2" c/c. PITCH 6 / 12 ROOF_ VENTILATION: SEE ROOF PLAN 4 ROOF VENTILATION CALC5. 2"x8" CEILING JOISTS ®_ 16" c/c BLOCK ® 6-0"c/a BD. FINISH BELOW ATTIC, BATT INSULATION AS PER ENERGY CALLS annnonnmmonraln nnrmnnvnnwlnnannnannranm 9 1/4" 501.5000__1 "1 0 _16" C/C BLOCK ® 5'-O" c/c 1 /2" GYP. BD. FINISH BELOW IN�ATION VALUES: R- 1 9 EXTERIOR WALLS R- 1 9 GARAGE DEMISING WALLS R-44 ATTIC INSULATION RADIANT BARRIER SHEATHING UNDERLAYMENT: A MINIMUM OF ONE LAYER OF N0.1 5 ASPHALT FELT, COMPLYING WITH A5TM 2" X 6' STUDS 0 1 6" 61c. D-226 FOR TYPE 1 FELT OR OTHER APPROVED MATERIALS BEHIND ALL TYPES OF EXTERIOR WALL FINISHES 15 REQUIRED. 1/2* GYP. BD. 4" CONCRETE SLAB FINISHED GRADE p, GRAVEL FILL FOUNDATION DETAILS: SEE STRUCTURAL PAGES FOR DETAILS 3 SECTION A-3 SCALE: 1/4" - V -O" 6"x 6" DBL. STUD STUD DEL. 5TUDII L_i DBL. 2"x 2"x 1 2" LVL RIDGET VAULTED CEILING SCALE: 1/4"- 1'-O" ROOF PLAN STRUCTURAL NOTES: 1.) SEE TYPICAL NOTE SHEET 5N AND TYPICAL DETAIL SHEETS SD 1-SD2 FOR ADDITIONAL INFORMATION. 2.) TYPICAL ROOF SHEATHING (UNO): 5/8" THICK, APA, TECO, OR PITTSBURGH RATED SHEATHING, SPAN RATING 40/20, EXPOSURE 1 STRUCTURAL PANELS, APPLIED WITH LONG DIMENSION ACROSS SUPPORTS AND ADJACENT PANELS STAGGERED WITH WENDS OFFSET 4'. EDGE NAIL WITH 8d COMMON OR EQUIVALENT (0.1 3 1" DIA X 2 1/2') AT b" O.G. AT ALL PANEL EDGES, BOUNDARIES, GABLE ENDS, BLOCKING AND WHERE INDICATED ON PLAN. FIELD NAIL AT 1 2" O.G. PROVIDE 1 /8" GAP AT ALL PANEL EDGES U.N.O. BY PANEL MANUFACTURER. AT ALL LOW SLOPE ROOFS PROVIDE (1) PANEL CLIP MIN. BETWEEN SUPPORTS AT ABUTTING PANEL EDGES. 3.) TYPICAL HEADER BELOW SHALL BE (5X8 DF -L #2 UNO. 4.) PROVIDE 4X P05T MIN. AT ALL BEAM BEARING POINTS AND CONTINUE IN WALL TO FOUNDATION. 2"x LEDGER .4 DBL. 5 DBL. STUD 2"x LEDGER'_ RAFTERS® 24" C/C CONFIRM 51ZE W/ SPAN CHART �] A 1 4' PLATE HEIGHT I 12" ROOF OVERHANG TYPICAL, U.N.O. STUCCO EXTERIOR: 3 GOAT FIN15H SLIDING SAFETY LANDINCz5; 57LA55 THE LANDING AT AN EXTERIOR DOORWAY SHALL NOT EE MORE DOOR THAN T.T5 INCHES BELOW THE TOP OF THE THRE5HOLD, PROVIDED THE DOOR, OTHER THAN AN EXTERIOR 5TORM OR SCREEN DOOR, DOE5 NOT SWING OVER THE LANDING, 4" CONCRETE SLAB GRAVEL FILL FOUNDATION DETAILS: SEE STRUCTURAL PAGES FOR DETAILS 5 1/4"x 1 1 1/8" LVL "' 4"x b" b"x 1 2" DF#2 000 q 0 h � �u- 0��10 OU b"xb" 4"xb" b"x 1 2" DF#2 'HUG HANGER AT �4 ALL HEADERS AT 1 i h THESE OPENINGS I' 6"xb" DF# 1 W/PBS BOTT 4 (2) A35 CLIPS AT TOP PLATE ABOVE 6"x8" DF#2 HEADER, 6"x6" TYP. U.N.O. 6"x12"DF#1 I / 4"x 6" vl ,OPV DBL. STUD /5 1/4"x 11 1/8"LVL O "D 00 v 0 ,00 I 4 IL/ A\Q� 4"x6" h0" SD TYP."� 6"x 1 2" DF#2 V ul I14„X(,„ �-- 2"x LEDGER 5.) ROOF FRAMING NOTE: PROVIDE SUPPORT FOR ALL RAFTERS, HIPS, VALLEYS, AND RIDGES AT ALL BEARING WALLS. GUT AND STACKED ROOF SYSTEMS SHALL BE BUILT TO THE CONVENTIONAL FRAMING REQUIREMENTS OF THE CALIFORNIA BUILDING CODE (GBG 2308.10). PURLINS, BRACES, INTERMEDIATE SUPPORTS, AND CONNECTIONS SHALL BE PROVIDED BY THE CONTRACTOR WHICH ARE CAPABLE OF TRANSMITTING ALL GRAVITY AND WIND LOADS TO THE FOUNDATION. THE FOLLOWING ADDITIONAL LIMITATIONS SHALL APPLY: A- RAFTER MAXIMUM SPANS: 1. 2X6 DF -L#2 AT 24" O.G.: 9'-6" 2. 2X6 DF -L#2 AT 1 6" O.G.: 12'-0" 3. 2X6 DF -L#2 AT 1 2" O.G.: 1 V-0" 4. 2X8 DF -L#2 AT 24" O.G.: 15'-0" 5. 2X8 DF -L#2 AT 1 b" O.G.: 1 5-b" 6. 2X 10 DF -L#2 AT 24" O.G.: 16'-q" B- MINIMUM BRACE 51ZE - 2X6 G- MAXIMUM BRACE SPACING - W-0"O.C. D- PURLIN SIZE SHALL MATCH THE SUPPORTED RAFTER 51ZE U.N.O. E- CEILING J015T MAXIMUM SPANS AT 24" O.G.: 1. 2X4 DF -L#2: 1'-2" 2. 2X6 DF -L#2: 10'-6" 3. 2X8 DF -L#2: 15'-5" (SOLID BLK MIDSPAN) 4. 2X 10 DF -L#2: 1 6'-3" (SOLID ELK MIDSPAN) F- CEILING JOIST MAXIMUM SPANS AT 16" O.G.: 1. 2X4 DF -L#2: 8'-9" 2. 2X6 DF -L#2: 12'-10" 3. 2X8 DF -L#2: 1 6'-3" (SOLID BLK MIDSPAN) 4. 2X 10 DF -L#2: 1 W- 10" (SOLID ELK MIDSPAN) G- TYPICAL HIP/VALLEY MAX SPAN BETWEEN SUPPORTS. 1. 2X8 DF -L#2: 10'-6" 2. 2X 10 DF -L# 1: 1B. -O.. 3. 1 3/4 X7 1/4 LVL: 15'-6" SEE DETAILS 8/502 AND 9/SD2 FOR TYPICAL HIP/VALLEY BRACES. H- TYPICAL RIDGE 2X 10 DF#2 U.N.D. WITH 6'-0" MAX SPAN BETWEEN SUPPORTS. SEE DETAILS 1/SD2 FOR TYPICAL RIDGE BRACES. 6.) PROVIDE POS. ATTACHMENT OF ALL POST TO BEAM, BEAM TO BEAM, BEAM TO POST, AND P05T TO POST GONN'S WITH (2) 5T22 STRAPS MIN. AND A 3 5 CLIPS (ONE EACH 51DE OF CONN.), U.N.O. PER PLAN AND DETAILS. 1.) ANY DISCREPANCIES BETWEEN FRAMING SHOWN AND FIELD CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ENGINEER OF RECORD. 8.) ALL EXPOSED FRAMING SHALL BE PRESSURE TREATED WITH TREATMENT PROCESS AND APPLICATION APPROPRIATE FOR EXPOSURE ACCORDING TO MFR'S WRITTEN GUIDELINES. 9.) PROVIDE METAL HANGERS PER 8/5D 1 AS REQUIRED, UNLESS NOTED OTHERWISE. 10.) ALL STRUCTURAL MEMBERS SHALL BE FASTENED IN COMPLIANCEWITH 2013 GBG FASTENING SCHEDULE, TABLE 2304.9.1, UNLESS NOTED OTHERWISE. DBL. STUD 4"x 2"x LEDGER 6"X6" DBL. STUD �h• 0� 0. \�� v? DBL. STUD ,0 g0 WHOLE 7 Q ��•�'�� 5645Cf111 - 0. MIN. R-4.2 LOUVERS JVA II I II I 1° I "0 00 0 0 I 11 I I I I I Fm_ /IU 1• v 0 000® h I I 4"x b" - z4/ L L A PERMIT# -U �' r CEILING PLAN A POUR SEPROOM RESIVENGE for: m = r 0 = a FOR n 0+ d ��-i O NA ^Ill cZrnO>Drn r -i>�Ornrn rp In' La -1 !r NNN Ny,, N An A-11 T O lil Q x T W.U.I.IIOORMATION �� z�A�z3Z r0>rr N r n D D -(m r wz 41 III ,_.�1 ^L M rn m o -+a„ rn rn r d rn "15 (J Z 4(1 (j\j Mr mmrn=Dzm=AmmOrntn m 0 O nay o 1=4z N o 0 o Wo u LOT 10, TUSCAN DRIVE, PARADI5E, CALIFORNIA Q 6 9 n d y O m p ;x a� u 0V i e�t<Z� DaFa r zPi°�2_41 rnc7lHZrn A55ESSOR5 PARCEL # 055 - 540 - 026 d A u' °' N i C1 m A N aY a i t �� iwou It 11�1np OOZii YaNZA O Opwwln-1 Zig 70 N X rn JVA II I II I 1° I "0 00 0 0 I 11 I I I I I Fm_ /IU 1• v 0 000® h I I 4"x b" - z4/ L L A PERMIT# BUTTE COUNTY DEVELOPMENT SERVICES FOR CO E�� OMPLI � Z ATE; Z 'Z Dli BY ►i z 1 lP�� a �nAmr Oa�00 AmO� m zA<pmu x iou m ztl- xzOO;A N > A3 ,tlP 0 Wo u mOtl�AO 4�0(tr10 iO; zg-c ;x a� u 0V i e�t<Z� DaFa N131 AmZmp zPi°�2_41 rnc7lHZrn D A A N aY a i t �� iwou It 11�1np OOZii YaNZA O Opwwln-1 Zig 70 N X rn IVz DTo 114`X r ZU1A %m>Z AWrm Nmj I —_ CONTINUOUS RIDGE VENT RIDGE FASCIA d GUTTER:_ CONNECT TO 2"X3" DOWNSPOUTS CONTINUOUS RIDGE VENT SII 1�1 402OL5 20305H 4020L5 Y� 30505H El 30505H BEDROOMS; PROVIDE 1 WINDOW WITH 44" MAXIMUM TUBS 4_5HOIAIERS: SILL HEIGHT, MEASURED TO THE PROVIDE SAFETY GLASS IF BOTTOM OPENING, WITH A MINIMUM OPENING OF EXPOSED EDGE OF GLAZING 15 DIMENSION OF 24' HIGH BY 20" WIDE, LESS THAN 60' ABOVE A STANDING 5.1 SOFT AREA (5.0 SOFT IF LOCATED ORS SURFACE 6 DRAIN INLET. WITHIN 44" OF GROUND). 501 2 GOAT STUCCO; FENCE W/ GATE: ' APPLGRADE D PAPER. IED OVER 2 LAYERS b'V06-FARRED CEDAR OF . FENCE. CONFIRM W OWNER. HB HIS CONTINUOUS RIDGE VENT CONTINUOUS RIDGE VENT 11OV GFG1H DOWNSPOUT III 30505H 30505H EXTERIOR PLASTER: STUCCO WEEP SCREEDS: O'�.J. PROVIDE WEEP 5CREED 4* ABOVE EARTH INSTALL 2" ABOVE PAVED AREAS. LEFT: SIO/F''F.LF.\,i ATIOK'l AND 2" ABOVE CONCRETE PER GBG. INSTALL 4" ABOVE SOIL 50ALE: 1/4" - 1'-O" ATTIC VENTILATION: ONE LITE SFET Y A a� 1)ATTIC VENTILATION 15 REQUIRED BY THE 201 O GRG SECTION R60b. 1. e sL g GLASS 2) A MINIMUM OF 1 -INCH AIRSPACE SHALL BE PROVIDED BETWEEN THE GOOKT0 P VENT A55 INSULATION AND THE ROOF SHEATHING. Sd'S AT 6", 12- G/G. 1/ 150 OF THE AREA OF THE SPACE VENTILATED. 4) FIFTY PERCENT OF THE REQUIRED VENTILATING AREA PROVIDED MUST 3) THE NET FREE VENTILATING AREA 15 REQUIRED TO BE NOT LE55 THAN FENCE W/ GATE: 1/ 150 OF THE AREA OF THE SPACE VENTILATED. OF (SRAVE D PAPER. SOSO 4) FIFTY PERCENT OF THE REQUIRED VENTILATING AREA PROVIDED MUST CORNICE VENT5. 6' DOG-EARRED CEDAR BE LOCATED IN THE UPPER PORTION OF THE SPACE TO BE VENTILATED b' DOG-EARRED CEDAR AC GOND. UNIT: ELECT.CONNECT 415 AT LEAST 3 FEET ABOVE SAVE OR CORNICE VENTS WITH THE ON THE WARM SIDE OF THE ATTIC INSULATION AND PROVIDED 50 rn BALANCE OF THE REQUIRED VENTILATION PROVIDED BY THE EAVE OR 11 11 T 11 11 r.r�+ /� ,.�1 - r VENTILATORS LOCATED IN THE UPPER PORTION OF THE SPACE TO BE CORNICE VENTS. 5) 1 /300 VENTILATION AREA 15 PERMITTED WHERE A VAPOR RETARDEROVER VILLA OR FLAT TILE ROOFING 1 5tt FELT OVER 1 /2" ROOF_ VENTILATION: HAVING A TRANSMISSION RATE NOT EXCEEDING 1 PERM 15 INSTALLED WNSPour SEE ROOF PLAN 4 ROOF ON THE WARM SIDE OF THE ATTIC INSULATION AND PROVIDED 50 COX PLYWOOD OR 055 WITH VENTILATION GALLS. PERCENT OF THE REQUIRED VENTILATING AREA PROVIDED BY 5d'S AT 6", 12" G/G. VENTILATORS LOCATED IN THE UPPER PORTION OF THE SPACE TO BE PITCH 6 / 12 r" VENTILATED 15 AT LEAST 3 FEET ABOVE THE EAVE OR CORNICE VENTS, A55E55OR5 PARCEL # 055 - 540 - 026 v A -< N � N = U rn WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY THE CONTINUOUS INSTALL 2" ABOVE PAVED AREAS. THAN 7.75 INCHES BELOW THE TOP OF THE THRESHOLD, EAVE OR CORNICE VENTS. RIDGE VENT INSTALL 4" ABOVE SOIL. PROVIDED THE DOOR, OTHER THAN AN EXTERIOR STORM OR CONTINUOUS RIDGE VENT FASCIA d GUTTER: CONNECT TO 2"x3" DOWNSPOUTS VILLA OR FLAT -TILE ROOFING OVER 15# FELT OVER 1/2" GDX PLYWOOD OR 0515 WITH Sd'5 AT 6", 12"c/c. PITCH 6 / 12 CONTINUOUS RIDGE VENT 11 Ov 6F01 ®®®®l LIGHT ® 10080 ® KE ®AV ®� GPOOP, CONTINUOUS RIDGE VENT MPs ECT. EL - .. .... - - CHRISTMAS LIGHTS: WN5P T - , -.. PROVIDE METER .m..d 64OS OUT ET O s .... , , � a .O. P . Ps• LATE..S, I , WIT a ...D.- PGLOIED OTVST FRONT DOOR. 2UCRCO AY OF GRADE D PAPEa3., 2 80 a / LITE i.,__,... .., a�l"a �.�.�, _ a ...... -�.�:, -,n.. . U .aI..�x� ..., ° :`:a ,. _. t.a::• a^ , � -..._.... ,,1. -.e. . � tre,�.^.. ms ,-v e - ...: .. . .: s. as ... - .. SAFETY 3 rN � GLASS ue ` ., ., DOOR , a : Fr=Nr-r= W/GATE.� � DRYER 6DO6-EARRED CEDAR HB- - FENCE. CONFIRM W/OWNER. ttov GFGI`;� -...,;:..° OUTDOOR LIGHTS: LANDINGS: T V jA� EXTERIOR PLASTER_ MUST BE INCANDESCENT W/ THE LANDING H AN EXTERIOR DOORWAY SHALL NOT BE MORE Q I I� 1 SIPE i / `T I C PROVIDE WEEP SCREED 4" ABOVE EARTH MANUAL ON—OFF SWITCH, MOTION THAN IDE INCHES BELOW THE TOP A THE THRESHOLD, AND 2" ABOVE CONCRETE PER GBG. PROVIDED THE DOOR, OTHER THAN AN EXTERIOR STORM OR DETECTOR d PHOTO CONTROL SCREEN DOOR, DOES NOT SWING OVER THE LANDING. SCALE: 1/4"- 1'-O" VILLA OR FLAT TILE ROOFING OVER 15# FELT OVER 1/2" GDX PLYWOOD OR 0513 WITH 8d'S AT 6", 12" G/G. PITCH 6 / 12 ROOF VENTILATION: SEE ROOF PLAN t ROOF VENTILATION GALG5. HEIGHT OUTDOOR LIGHTS: DOWNSPOUT MUST BE INCANDESCENT W/ MANUAL ON-OFF SWITCH, MOTION DETECTOR d PHOTO CONTROL _n O W 0 q 0 I11 N Q ('n 07 0 o M 0 r z � z cl) n m CONTINUOUS RIDGE VENT CONTINUOUS RIDGE //VENT DORMER VENT /�\ CONTINUOUS RIDGE VENT CONTINUOUS RIDGE VENT FASCIA 4 GUTTER: CONNECT TO 2"x3" DOWNSPOUTS ROOF VENTILATION: SEE ROOF PLAN 4 ROOF VENTILATION GALLS. CONTINUOUS 0 00 CLAY PPE It ®®®® uGHr ® 10080 OVERHEAD ®� GDOORED�® OUTDOOR LIGHT5: MUST BE INCANDESCENT W/ MANUAL ON-OFF SWITCH, MOTION DETECTOR 4 PHOTO CONTROL CONTINUOUS RIDGE VENT CONTINUOUS RIDGE VENT CONTINUOUS RIDGE VENT FASCIA d GUTTER CONNECT TO 2"X3" DOWNSPOUTS ® 10080 ®1O DOOR 31= CHRISTMAS LIGHTS: PROVIDE OUTLET O TOP PLATE, SWITCHED O FRONT DOOR. 34 4s e1 d i � r e � s � � I n SLIDING ,� L D G a tll ��1 ONE LITE SFET Y A a� 1)ATTIC VENTILATION 15 REQUIRED BY THE 2015 GRG SECTION R506.1. e sL g GLASS OVER 15# FELT OVER 1/2" GOOKT0 P VENT A55 , Sd'S AT 6", 12- G/G. 1/ 150 OF THE AREA OF THE SPACE VENTILATED. 4) FIFTY PERCENT OF THE REQUIRED VENTILATING AREA PROVIDED MUST 2 GOA STUCCO. _. _..T APPLIED OV OVER 2 LAYERS FENCE W/ GATE: - OF (SRAVE D PAPER. SOSO a . >: CORNICE VENT5. 6' DOG-EARRED CEDAR 5) 1/500 VENTILATION AREA 15 PERMITTED WHERE A VAPOR RETARDER b' DOG-EARRED CEDAR AC GOND. UNIT: ELECT.CONNECT � 111 111 ON THE WARM SIDE OF THE ATTIC INSULATION AND PROVIDED 50 rn FENCE. CONFIRM W/OWNER. _n O W 0 q 0 I11 N Q ('n 07 0 o M 0 r z � z cl) n m CONTINUOUS RIDGE VENT CONTINUOUS RIDGE //VENT DORMER VENT /�\ CONTINUOUS RIDGE VENT CONTINUOUS RIDGE VENT FASCIA 4 GUTTER: CONNECT TO 2"x3" DOWNSPOUTS ROOF VENTILATION: SEE ROOF PLAN 4 ROOF VENTILATION GALLS. CONTINUOUS 0 00 CLAY PPE It ®®®® uGHr ® 10080 OVERHEAD ®� GDOORED�® OUTDOOR LIGHT5: MUST BE INCANDESCENT W/ MANUAL ON-OFF SWITCH, MOTION DETECTOR 4 PHOTO CONTROL CONTINUOUS RIDGE VENT CONTINUOUS RIDGE VENT CONTINUOUS RIDGE VENT FASCIA d GUTTER CONNECT TO 2"X3" DOWNSPOUTS ® 10080 ®1O DOOR 31= CHRISTMAS LIGHTS: PROVIDE OUTLET O TOP PLATE, SWITCHED O FRONT DOOR. 34 4s e1 d i � r e � s � � I n SLIDING ,� L D G a tll ��1 ONE LITE SFET Y A a� 1)ATTIC VENTILATION 15 REQUIRED BY THE 2015 GRG SECTION R506.1. e sL g GLASS OVER 15# FELT OVER 1/2" GOOKT0 P VENT A55 , Sd'S AT 6", 12- G/G. 1/ 150 OF THE AREA OF THE SPACE VENTILATED. 4) FIFTY PERCENT OF THE REQUIRED VENTILATING AREA PROVIDED MUST 2 GOA STUCCO. _. _..T APPLIED OV OVER 2 LAYERS BE LOCATED IN THE UPPER PORTION OF THE SPACE TO BE VENTILATED - OF (SRAVE D PAPER. SOSO a . >: CORNICE VENT5. ppp rn A> p> 5) 1/500 VENTILATION AREA 15 PERMITTED WHERE A VAPOR RETARDER b' DOG-EARRED CEDAR AC GOND. UNIT: ELECT.CONNECT � 111 111 ON THE WARM SIDE OF THE ATTIC INSULATION AND PROVIDED 50 rn OVIDE 220v F 11 11 T 11 11 r.r�+ /� ,.�1 - r VENTILATORS LOCATED IN THE UPPER PORTION OF THE SPACE TO BE WITHIN 25'.E 1� WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY THE WNSPour ENVIRONALITY NOTE 13. HVAC GOND. 8 LOT 1O, TU5GAN DRIVE, PARADI5E, CALIFORNIA 9 5 9 6 ci s T U b o x A Zr Cl� Arn D HB,. 110v r" A55E55OR5 PARCEL # 055 - 540 - 026 v A -< N � N = U rn STUCCO- WEEP 5GREED5: LANDINGS; THE LANDING AT AN EXTERIOR DOORWAY SHALL NOT BE MORE INSTALL 2" ABOVE PAVED AREAS. THAN 7.75 INCHES BELOW THE TOP OF THE THRESHOLD, MANUAL ON H, MOTION INSTALL 4" ABOVE SOIL. PROVIDED THE DOOR, OTHER THAN AN EXTERIOR STORM OR SCREEN DOOR, DOES NOT SWING OVER THE LANDING. , 10' PLATE HEIG DOWNSPOUT ELECT, SERVICE: 200 AMP ELECT. SERVICE METER 4WH MIN. - 15" MAX 1 ATTIC VENTILATION: a� 1)ATTIC VENTILATION 15 REQUIRED BY THE 2015 GRG SECTION R506.1. VILLA OR FLAT TILE ROOFING 2) A MINIMUM OF 1 -INCH AIRSPACE SHALL BE PROVIDED BETWEEN THE OVER 15# FELT OVER 1/2" INSULATION AND THE ROOF SHEATHING. COX PLYWOOD OR 05B WITH 3) THE NET FREE VENTILATING AREA IS REQUIRED TO BE NOT LE55 THAN Sd'S AT 6", 12- G/G. 1/ 150 OF THE AREA OF THE SPACE VENTILATED. 4) FIFTY PERCENT OF THE REQUIRED VENTILATING AREA PROVIDED MUST PITCH 6 / 12 BE LOCATED IN THE UPPER PORTION OF THE SPACE TO BE VENTILATED 115 AT LEAST 3 FEET ABOVE EAVE OR CORNICE VENTS WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY THE EAVE OR rrn CORNICE VENT5. ppp rn A> p> 5) 1/500 VENTILATION AREA 15 PERMITTED WHERE A VAPOR RETARDER b' DOG-EARRED CEDAR HAVING A TRANSMISSION RATE NOT EXCEEDING 1 PERM 15 INSTALLED � 111 111 ON THE WARM SIDE OF THE ATTIC INSULATION AND PROVIDED 50 rn PERCENT OF THE REQUIRED VENTILATING AREA PROVIDED BY 11 11 T 11 11 r.r�+ /� ,.�1 - r VENTILATORS LOCATED IN THE UPPER PORTION OF THE SPACE TO BE VENTILATED 15 AT LEAST 3 FEET ABOVE THE EAVE OR CORNICE VENTS, 1� WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY THE WNSPour EAVE OR CORNICE VENTS. , 10' PLATE HEIG DOWNSPOUT ELECT, SERVICE: 200 AMP ELECT. SERVICE METER 4WH MIN. - 15" MAX 1 HVAC GOND, UNIT: STUCCO WEEP 5GREED5: I-ANDIN65: BEDROOMS: PROVIDE 1 WINDOW WITH 44"MAXIMUM EXTERIOR. PLASTER: PROVIDE 220v ELECT. INSTALL 2"ABOVE PAVED AREAS. THE LANDING AT AN EXTERIOR DOORWAY SHALL NOT BE MORE DISCONNECT WITHIN 25'. THAN T.151NCHES BELOW THE TOP OF THE THRESHOLD, _ -_ ELEVATION - SILL HEIGHT, MEASURED TO THE PROVIDE WEEP SCREED 4' ABOVE EARTH SEE ENVIRONMENTAL INSTALL 4" ABOVE SOIL. PROVIDED THE DOOR, OTHER THAN AN EXTERIOR STORM OR OPENING, WITH A MINIMUM OPENING AND 2" ABOVE CONCRETE PER GBG. QUALITY NOTE 13. SCREEN DOOR, DOES NOT S IN& OVER THE LANDINb. DIMENSION OF 24" HIGH BY 20" W IDE, SCALE: 1/4"- 1'-O" 5.7 SOFT AREA (5.0 SOFT IF LOCATED WITHIN 44" OF GROUND). �j • -• -•- -•--•--�i'�1Oak 1pb� ^t^t^t^t^t 1 1 1► 1 1 1 1 1 • - - • • �i i�1�1A1�1LN1F1Am Oft �1�i ��IftIo1a1a1m1"1�1o1O1^1 • - • - �ii� �I�tGi!�I�IA1�1a1m1m1m10410101 - • • . • - . c ��/�I�I�1�1�1�1 • 1000% 10m110m1 ►�w�-z:n1o1r1M1ON1OO1�101�1mi0010m1 _ !�1�1�1�1�1�I�1�I�IAi�1��'1�� 1�1�1�1AI�1�1�1�11O10m1 �1�1�1�1�1�1�1�1�►�1� �i��l�l�l�l� W_IftI0IftI0IIAI�Volk 1 1 1 1 1 vv1 1 1 1 i •1 1 1 1 1 1. • • I0IoIoIoIoIOIAIo1o1o'��i�lolol1l0l0lL 01m1m1�I�1^I^I�1O1�1 - •1o1o1o1O1A1oIo1oIA�inii,IoIoIOIO1�IA1�I►G �1�1�1 ■; i vy -AIAI^I^IO1O1O1�1� mi OV1 1 I 1�1 �•�1�I�1�1�I�1�IY�-�1OO1 Ia1� - �IAIAI�1�1 1 4oCt a Iei€,. 1 - �I�I�I�I 1 _ II IOlk � .. - all .• .• .• r •- gas �- I j' . • Own I' BEDROOMS; LANDINGS: &LASS NEAR DOORS: -- THE LANDIM6AT AN EXTERIOR POORYNAY SHALL NOT BE - REQUIRED r� `�}�yvLsius9 _ 1,-_,aOPENING, KITH A MINIMUM OPENING PROVIDED THE POOR. OTHER THAN AN EXTERIOR STORM OR CLOSED DOOR HORIZONTALLY 4 60PIMENSION OF 24* HIGH BY 20'VilIPE, SCREEN POOR, E70ES NOT 5KN6 OVER THE LANDING. INCHE5VEPTICALLY. SCALE: 1/4"- 1'-0"5. -7 SOFT AREA (SO SOFT IF LOCATED THAN 1.15 INCHES 13ELON THE TOP OF THE THRESHOLD, SILL HEIGHT, MEASURED TO THE 24 -INCH RADIUS FROM THE EDGE OFA CONTINUOUS RIDGE VENT VILLA OR FLAT TILE ROOFING OVER 15# FELT OVER 1/2" CONTINUOUS GDX PLYWOOD OR OSB WITH RIDGE VENTS Sd'S AT 6", 12"c/c. PITCH 6 / 12 DORMER VENT ROOF VENTILATION: SEE ROOF PLAN I ROOF VENTILATION GALLS. RIDGE VENT EAVES d SOFFIT NOTES_ PROVIDE GGX PLYWOOD AT EAVES, OR: EAVES SHALL BE ENCLOSED WITH AN IGNITION RESISTANT OR NON- COMBUSTIBLE MATERIAL IN ACCORDANCE WITH THE 2013 GRG SECTION R321. EXTERIOR DOORS: ALL EXTERIOR DOORS TO BE FIRE RESISTANT IN ACCORDANCE WITH THE 2013 CRO SECTION R321. EXTERIOR GLAZING: ONE PANE OF EACH WINDOW SHALL BE TEMPERED AS PER THE 2013 GRG SECTION R321. ALL EXTERIOR_ WALLS: ALL EXTERIOR WALLS SHALL BE ENCLOSED WITH AN IGNITION RESISTANT OR NON-COMBUSTIBLE MATERIAL IN ACCORDANCE WITH THE 2015 CRO SECTION R327. a� r EXTERIOR ELEVATIONS A POUR SEPROOM RESIVENGE for: > = rn n T N= n O rn rn W PLATE HEIGHT c1S Vimtt/ N O FENCE WLGATE: N N N{ EXTERIOR PICTORIAL z rrn ppp rn A> p> b' DOG-EARRED CEDAR z�tnoz�z c�� r?a fJ z— N O � 111 111 til OO Nft rn U7 N 11 11 T 11 11 r.r�+ /� ,.�1 - r ern O--im Danz D rnrnrn=Dzrn-7ornmORiull 1� FENCE. CONFIRM W/OWNER. WNSPour TOP PLATE,SWITGHED O FRONT DOOR. -1a„ rn rn 4n0 d f11 LOT 1O, TU5GAN DRIVE, PARADI5E, CALIFORNIA 9 5 9 6 ci s T U b o x A Zr Cl� Arn D HVAC GOND, UNIT: STUCCO WEEP 5GREED5: I-ANDIN65: BEDROOMS: PROVIDE 1 WINDOW WITH 44"MAXIMUM EXTERIOR. PLASTER: PROVIDE 220v ELECT. INSTALL 2"ABOVE PAVED AREAS. THE LANDING AT AN EXTERIOR DOORWAY SHALL NOT BE MORE DISCONNECT WITHIN 25'. THAN T.151NCHES BELOW THE TOP OF THE THRESHOLD, _ -_ ELEVATION - SILL HEIGHT, MEASURED TO THE PROVIDE WEEP SCREED 4' ABOVE EARTH SEE ENVIRONMENTAL INSTALL 4" ABOVE SOIL. PROVIDED THE DOOR, OTHER THAN AN EXTERIOR STORM OR OPENING, WITH A MINIMUM OPENING AND 2" ABOVE CONCRETE PER GBG. QUALITY NOTE 13. SCREEN DOOR, DOES NOT S IN& OVER THE LANDINb. DIMENSION OF 24" HIGH BY 20" W IDE, SCALE: 1/4"- 1'-O" 5.7 SOFT AREA (5.0 SOFT IF LOCATED WITHIN 44" OF GROUND). �j • -• -•- -•--•--�i'�1Oak 1pb� ^t^t^t^t^t 1 1 1► 1 1 1 1 1 • - - • • �i i�1�1A1�1LN1F1Am Oft �1�i ��IftIo1a1a1m1"1�1o1O1^1 • - • - �ii� �I�tGi!�I�IA1�1a1m1m1m10410101 - • • . • - . c ��/�I�I�1�1�1�1 • 1000% 10m110m1 ►�w�-z:n1o1r1M1ON1OO1�101�1mi0010m1 _ !�1�1�1�1�1�I�1�I�IAi�1��'1�� 1�1�1�1AI�1�1�1�11O10m1 �1�1�1�1�1�1�1�1�►�1� �i��l�l�l�l� W_IftI0IftI0IIAI�Volk 1 1 1 1 1 vv1 1 1 1 i •1 1 1 1 1 1. • • I0IoIoIoIoIOIAIo1o1o'��i�lolol1l0l0lL 01m1m1�I�1^I^I�1O1�1 - •1o1o1o1O1A1oIo1oIA�inii,IoIoIOIO1�IA1�I►G �1�1�1 ■; i vy -AIAI^I^IO1O1O1�1� mi OV1 1 I 1�1 �•�1�I�1�1�I�1�IY�-�1OO1 Ia1� - �IAIAI�1�1 1 4oCt a Iei€,. 1 - �I�I�I�I 1 _ II IOlk � .. - all .• .• .• r •- gas �- I j' . • Own I' BEDROOMS; LANDINGS: &LASS NEAR DOORS: -- THE LANDIM6AT AN EXTERIOR POORYNAY SHALL NOT BE - REQUIRED r� `�}�yvLsius9 _ 1,-_,aOPENING, KITH A MINIMUM OPENING PROVIDED THE POOR. OTHER THAN AN EXTERIOR STORM OR CLOSED DOOR HORIZONTALLY 4 60PIMENSION OF 24* HIGH BY 20'VilIPE, SCREEN POOR, E70ES NOT 5KN6 OVER THE LANDING. INCHE5VEPTICALLY. SCALE: 1/4"- 1'-0"5. -7 SOFT AREA (SO SOFT IF LOCATED THAN 1.15 INCHES 13ELON THE TOP OF THE THRESHOLD, SILL HEIGHT, MEASURED TO THE 24 -INCH RADIUS FROM THE EDGE OFA CONTINUOUS RIDGE VENT VILLA OR FLAT TILE ROOFING OVER 15# FELT OVER 1/2" CONTINUOUS GDX PLYWOOD OR OSB WITH RIDGE VENTS Sd'S AT 6", 12"c/c. PITCH 6 / 12 DORMER VENT ROOF VENTILATION: SEE ROOF PLAN I ROOF VENTILATION GALLS. RIDGE VENT EAVES d SOFFIT NOTES_ PROVIDE GGX PLYWOOD AT EAVES, OR: EAVES SHALL BE ENCLOSED WITH AN IGNITION RESISTANT OR NON- COMBUSTIBLE MATERIAL IN ACCORDANCE WITH THE 2013 GRG SECTION R321. EXTERIOR DOORS: ALL EXTERIOR DOORS TO BE FIRE RESISTANT IN ACCORDANCE WITH THE 2013 CRO SECTION R321. EXTERIOR GLAZING: ONE PANE OF EACH WINDOW SHALL BE TEMPERED AS PER THE 2013 GRG SECTION R321. ALL EXTERIOR_ WALLS: ALL EXTERIOR WALLS SHALL BE ENCLOSED WITH AN IGNITION RESISTANT OR NON-COMBUSTIBLE MATERIAL IN ACCORDANCE WITH THE 2015 CRO SECTION R327. FINISHED GRADE FSEH111cr? - ::QO AOR a� r EXTERIOR ELEVATIONS A POUR SEPROOM RESIVENGE for: > = rn n T N= n O rn rn W PLATE HEIGHT c1S Vimtt/ N O .,�1h N N N{ EXTERIOR PICTORIAL z rrn ppp rn A> p> CHRISTMAS LIGHTS: PROVIDE OUTLET O z�tnoz�z c�� r?a fJ z— N O � 111 111 til OO Nft rn U7 N 11 11 T 11 11 r.r�+ /� ,.�1 - r ern O--im Danz D rnrnrn=Dzrn-7ornmORiull 1� WNSPour TOP PLATE,SWITGHED O FRONT DOOR. -1a„ rn rn 4n0 d f11 LOT 1O, TU5GAN DRIVE, PARADI5E, CALIFORNIA 9 5 9 6 ci s T U b o x A Zr Cl� Arn D r" A55E55OR5 PARCEL # 055 - 540 - 026 v A -< N � N = U rn MANUAL ON H, MOTION r 30505H DETECTOR ONTROL w 601 bL5 F t ICE IpN R. Oil FI N E C 01 FI 0 1 v 14 IIE Ui��s; � rr - 2 GOAT STUCCO: APPLIED OVER 2 LAYERS OF GRADE D PAPER I, - 5TUCCO-WEEPSCREE05: EXTERIOR PLASTER: INSTALL 2" ABOVE PAVED AREAS. 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CONCRETE / REINFORCING CONTINUED 6. FRAMING/LUMBER CONTINUED 9. DESIGN LOADS A) ALL WORK SHALL CONFORM TO THE 2013 CBC AND ALL APPLICABLE LOCAL CODES. 1) REINFORCEMENT COVER SHALL BE AS FOLLOWS: 6-4 POSTS/TRIMMERS: A) THE STRUCTURE HAS BEEN DESIGNED FOR THE FOLLOWING CRITERIA PER CBC CHAPTER 16, ALTERNATE LLV ARCH ARCHITECTURAL LONG DIVISIONS I, II, III, AND IV U.N.O.: B) THE ENGINEER (SUMMIT STRUCTURAL DESIGN) HAS PROVIDED AND IS RESPONSIBLE FOR LSL CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO SOIL: 3" A.) SUPPORT: SUPPORT ALL UPPER LEVEL POSTS AND TRIMMERS IN LOWER LEVELS WITH LVL BM SPECIFIC STRUCTURAL ITEMS ONLY. ALL OTHER REQUIREMENTS OF THE BUILDING CODE MAX CONCRETE WITH SOIL OR WEATHER EXPOSURE: EQUIVALENT FRAMING AND BLOCK OR OTHERWISE FRAME POSTS THROUGH FLOOR SYSTEMS. B) SEISMIC: INCLUDING WATERPROOFING, FIREPROOFING, DRAINAGE, HANDICAP ACCESSIBILITY, EGRESS MECH #5 BARS AND SMALLER 1 Y2" BETWEEN MFR SEISMIC IMPORTANCE FACTOR: 1 REQUIREMENTS, PARKING, AND ALL OTHER DESIGN REQUIREMENTS NOT SPECIFICALLY SHOWN MIN #6 BARS AND LARGER 2" B.) WHERE POSTS WITH COLUMN CAPS OR BEARING PLATES ARE SPECIFIED, THE LOAD IS TO BE MISC. MAPPED SPECTAL RESPONSE ACCELERATIONS: Ss = 0.626, S1= 0.266 IN THE STRUCTURAL DESIGN CALCULATIONS, ARE THE RESPONSIBILITY OF THE CONTRACTOR OR MTL CONCRETE WITHOUT SOIL OR WEATHER EXPOSURE: 3/4" TRANSFERRED TO THE FOUNDATION BY VERTICAL GRAIN ONLY, U.N.O. (N) SEISMIC SITE CLASS: D OWNER. SHOULD ANY CHANGES BE MADE FROM THE DESIGN AS SPECIFIED IN THESE NS CMU CONCRETE MASONRY UNITS NSA SPECTRAL RESPONSE COEFFICIENTS: SDS = 0.542, SD1= 0.332, Cs = 0.08 DOCUMENTS WITHOUT THE WRITTEN APPROVAL FROM THE ENGINEER, THEN THE ENGINEER J) REINFORCEMENT SHALL BE GRADE 60 PER ASTM A615 U.N.O. LAP BOTTOM REINFORCING (60) 6-5 WALL FRAMING: OC SEISMIC DESIGN CATEGORY: D WILL ASSUME NO RESPONSIBILITY FOR ANY ELEMENT OR SYSTEM OF THE STRUCTURE. OD BAR DIAMETERS U.N.O. AND LAP TOP REINFORCING, PLACED ABOVE 12 OF CONCRETE OR CONSTRUCTION OH BASIC SEISMIC -FORCE -RESISTING SYSTEM: LIGHT FRAMED SHEAR WALLS CONTINUOUS OPNG MORE, (80) BAR DIAMETERS U.N.O. A.) DOUBLE TOP PLATE SPLICES: SPLICES AND JOINTS IN DOUBLE TOP PLATE OF STUD BEARING OVS SEISMIC BASE SHEAR: 13.9 KIPS C) THE DRAWINGS AND CALCULATIONS REPRESENT THE FINISHED STRUCTURE, AND, UNLESS PDF CTR WALL SHALL OCCUR AT THE CENTER LINE OF SUPPORTING STUD. TOP PLATE SPLICES OF STUD PERP RESPONSE MODIFICATION FACTOR: R = 6.5 SPECIFICALLY NOTED OTHERWISE, DO NOT SHOW THE METHOD OF CONSTRUCTION. THE K) #5 AND LARGER REBAR SHALL NOT BE RE-BENT. WALLS SHALL BE 48 LONG WITH (12) 16d SINKERS EACH SIDE OF EACH SPLICE U.N.O. WHERE PLWD ANALYSIS PROCEDURE USED: EQUIVALENT STATIC FORCE PROCEDURE CONTRACTOR IS RESPONSIBLE FOR THE METHOD OF CONSTRUCTION, AND SHALL PROVIDE ALL PLCS DF -L SPLICE IS INTERRUPTED, USE ST6224 STRAP U.N.O. PP DIA MEASURES NECESSARY TO PROTECT THE PUBLIC, CONSTRUCTION WORKERS, AND THE L) ALL REINFORCING STEEL AND ANCHOR BOLTS SHALL BE ACCURATELY LOCATED AND DOUBLE JOIST C) WIND: STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE FORMING, SHORING, P/T ADEQUATELY SECURED IN POSITION BEFORE AND DURING CONCRETE PLACEMENT. B.) FIRE BLOCKS: FIRE BLOCK STUD WALLS AT MID -HEIGHT WHERE STUD LENGTH EXCEEDS 10'-0". REINF WIND SPEED: 110 MPH BRACING, SCAFFOLDING, ETCETERA. REQ'D ELEV ELEVATION (VIEW) OR ELEVATOR SC WIND EXPOSURE: C EDGE NAILING SEOR EQ C.) MIS -PLACED ANCHOR BOLTS: WHERE ANCHOR BOLTS HAVE BEEN INCORRECTLY PLACED, ES EACH SIDE SHTG (E) 1. D) LIVE LOADS D) IF A PARTICULAR FEATURE OF CONSTRUCTION IS NOT FULLY SHOWN ON THE DRAWINGS OR IN THE CALCULATIONS, THEN IT SHALL BE CONSTRUCTED IN THE SAME CHARACTER AS SIMILAR CONDITIONS THAT ARE SHOWN ON THE DESIGN DOCUMENTS. E) ANY CONDITIONS NOTED AS EXISTING MUST BE FIELD VERIFIED BY THE CONTRACTOR, AND ANY DISCREPANCIES MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER WITHOUT PROCEEDING WITH CONSTRUCTION PRIOR TO THE REVIEW OF THE ENGINEER. F) ALL WATERPROOFING AND FLASHING (ROOFS, FOUNDATIONS, GARAGE FLOORS, ETC...) IS THE RESPONSIBILITY OF THE CONTRACTOR OR OWNER. G) SHOP DRAWINGS: SHOP DRAWINGS ARE SUPERCEDED BY THE STRUCTURAL DRAWINGS UNDER ALL CIRCUMSTANCES. THE GENERAL CONTRACTOR SHALL VERIFY THAT ALL CONSTRUCTION IS IN FULL AGREEMENT WITH THE LATEST STRUCTURAL DRAWINGS. REVIEW OF SHOP DRAWINGS BY THE ENGINEER OF RECORD DOES NOT GUARANTEE IN ANYWAY THE THE SHOP DRAWINGS ARE CORRECT, NOR DOES IT INFER THAT THEY SUPERCEDE THE STRUCTURAL DRAWINGS. H) WALL FINISH SYSTEMS SUCH AS STUCCO SHALL BE APPLIED OVER FOAM BASE OR OTHER METHOD OF ADEQUATELY ALLOWING THE FINISH TO EXPAND AND CONTRACT WITHOUT CRACKING. THE OWNER OR CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEFECTS IN THE FINISHES. 2. SITE WORK / FOUNDATIONS A) ASSUMED MAXIMUM SOIL BEARING = 1500 PSF PER CBC TABLE 1806.2 (NO SOILS REPORT PROVIDED). B) BUILDING SITE IS ASSUMED TO BE DRAINED AND FREE OF CLAY OR EXPANSIVE SOIL. ENGINEER HAS NOT MADE A GEOTECHNICAL REVIEW OF SITE, ANY OTHER CONDITIONS ENCOUNTERED MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER. C) THESE CALCULATIONS ASSUME STABLE, UNDISTURBED SOILS AND LEVEL OR STEPPED FOOTINGS. ANY OTHER CONDITIONS SHOULD BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO THE CONSTRUCTION OF THE FOUNDATIONS. D) ALL FOOTINGS INCLUDING RETAINING WALL FOOTINGS, SPREAD FOOTINGS, WALL FOOTINGS, AND GRADE BEAMS SHALL BEAR ON UNDISTURBED SOIL WITH A FOOTING DEPTH BELOW FROSTLINE (12" TO 24" AS PER LOCAL REQUIREMENTS). E) BOTTOM OF ALL FOUNDATION TRENCHES SHALL BE CLEAN AND LEVEL. F) ALL FINISHED GRADE SHALL SLOPE AT A MINIMUM SLOPE OF 5% AWAY FROM ALL FOUNDATIONS A MINIMUM OF 10 FEET HORIZONTAL. G) FOUNDATIONS SHALL NOT BE SCALED FROM PLAN OR DETAIL DRAWINGS. H) FILL MATERIAL SHALL BE FREE FROM DEBRIS, VEGETATION, AND OTHER FOREIGN SUBSTANCES. 1) USE 4" DIAMETER PERFORATED PIPE SUB -DRAIN BEHIND ALL RETAINING WALLS. SLOPE PIPE TO DRAIN TO DAYLIGHT. J.) FOR FOOTINGS PLACED ON OR ADJACENTTO SLOPES, A GEOTECHNICAL ENGINEER MUST APPROVE FOOTING PLACEMENTS IN VIOLATION OF FIGURE 1808.7.1 OF 2013 CBC. THIS ENGINEER SHALL NOT BE LIABLE FOR ANY FOUNDATION NOT IN STRICT CONFORMANCE TO SECTION 1808 OF THE 2013 CBC. 3. CONCRETE / REINFORCING A) CONCRETE SHALL HAVE A MINIMUM 28 DAY STRENGTH OF 2,500 PSI U.N.O. C) ALL CEMENT USED SHALL CONFORM TO ASTM C-150 AND SHALL BE TYPE II OR TYPE III LOW ALKALI. D) AGGREGATE SHALL CONFORM TO ASTM C-33 AND SHALL NOT CONTAIN MATERIALS WHICH ARE ALKALI REACTIVE AS DETERMINED BY ASTM C-227,289, AND 295. IF TEST DATA IS UNAVAILABLE IN REGARDS TO ALKALI REACTIVE MATERIALS, PROVIDE CEMENT WITH A MAXIMUM ALKALI CONTENT LESS THAN 0.45% BY WEIGHT. E) CONCRETE EXPOSED TO FREEZING OR THAWING SHALL BE PROTECTED IN ACCORDANCE TO THE LATEST EDITION OF THE ACI 318. F) SLABS ON GRADE SHALL BE PER THE CONTRACTOR. SUMMIT STRUCTURAL DESIGN RECOMMENDS THE FOLLOWING AS A MINIMUM SLAB -ON -GRADE: AT GARAGE SLABS, USE 4" THICK S.O.G. WITH #3 BARS AT 15" O.C. EACH WAY ABOVE MID -DEPTH OF SLAB OVER 2" SAND, OVER MOISTURE BARRIER, OVER 4" AGGREGATE BASE. USE 3-1/2" SLAB WITH #3 AT 15" E.W. ABOVE MID -DEPTH OF SLAB, OR 6X6 WWF ABOVE MID -DEPTH OF SLAB WITH SAME SUB -SLAB BUILDUP AT ALL OTHER AREAS. G) SAW -CUT TOP 3/4" OF SLAB FOR CRACK CONTROL AT INTERVALS NOT TO EXCEED 10'4" WHERE SLAB IS REINFORCED, SAW CUT AT INTERVALS NOT TO EXCEED T-0" WHERE SLAB IS UN -REINFORCED. 6. FRAMING/LUMBER 6-1 MATERIALS: A.) SHEATHING: 1. ROOF SHEATHING: SEE PLANS 2. FLOOR SHEATHING: SEE PLANS 3. WALL SHEATHING: SEE PLANS B.) GLUE -LAMS: GLUE -LAMS SHALL BE 24F -V4 U.N.O. WITH A CAMBER OF R=1600' U.N.O. GLUE -LAMS EXPOSED TO WEATHER MUST BE RATED FOR EXTERIOR USE BY THE MANUFACTURER. GLUED LAMINATED FABRICATON SHALL BE PERFORMED IN AN APPROVED FABRICATORS SHOP IN ACCORDANCE WITH CBC 2303.1.3, AITC A190.1, AND ASTM D 3737. BEAM INSPECTIOIN CERTIFICATES SHALL BE SUBMITTED TO THE FIELD INSPECTOR PRIOR TO COMPLETION OF FRAME INSPECTION IN ACCORDANCE WITH CBC 1704.2. C.) MICRO -LAMS: MICRO -LAMS (LAMINATED VENEER LUMBER) SHALL HAVE FB = 3100 PSI AND FV = 285 PSI MIN., AND SHALL BE MANUFACTURED, APPROVED AND IDENTIFIED AS PER NER-481. D.) SILL PLATES: SILL PLATES SHALL BE PRESSURE TREATED DOUGLAS FIR WITH 1/2" DIAMETER ANCHOR BOLTS AND 3" X 3" X.229" PLATE WASHERS LOCATED AT 6'-0" O.C. MAX. WITH ONE BOLT LOCATED V-0" MAXIMUM FROM EACH END OF EACH PIECE. E.) FRAMING LUMBER: ALL FRAMING LUMBER SHALL BE DOUGLAS FIR LARCH AS GRADED BY THE W.W.P.A. OR W.C.L.I.B. AND SHALL HAVE A MOISTURE CONTENT LESS THAN 19%, U.N.O. 1. STUDS SHALL BE STUD GRADE OR BETTER. 2. ALL POSTS SHALL BE DF -L #1 U.N.O. 3. 2X AND 3X RAFTERS SHALL BE DF -L #2 U.N.O. 4. 2X JOISTS SHALL BE DF -L #2 U.N.O. 5. CONCEALED BEAMS SHALL BE DF -L #2. 6. EXPOSED BEAMS SHALL BE DF -L #1 APPEARANCE GRADE FOHC (4X6 AND LARGER). 7. ALL BEAMS 6X AND LARGER SHALL BE FREE OF HEART CENTER. F.) NAILS: ALL NAILS SHALL BE COMMON U.N.O. WHERE EXPOSED TO WEATHER OR WITHIN 18" OF FOUNDATION, NAILS SHALL BE GALVANIZED. G.) BOLTS AND LAG SCREWS: BOLTS AND LAG SCREWS SHALL BE ASTM A-307 U.N.O. AND PROVIDED NEW AND WITHOUT EXCESSIVE RUST. H.) ALL HARDWARE CALLED SHALL BE SIMPSON STRONG -TIE CO., OR ENGINEER APPROVED EQUIVALENT, INSTALLED PER MANUFACTURER'S RECOMMENDATIONS WITH ALL HOLES FILLED WITH RECOMMENDED FASTENERS. USP HARDWARE MAY BE USED IN LIEU OF SIMPSON HARDWARE WITH WRITTEN APPROVAL FROM STRUCTURAL ENGINEER OF RECORD. ALL METAL HANGERS, CONNECTORS, AND FASTENERS IN CONTACT WITH PRESSURE TREATED WOOD SHALL BE STAINLESS STEEL OR OTHERWISE CERTIFIED BY THE MANUFACTURER TO RESIST CORROSION CAUSED BY THE SPECIFIC TREATMENT APPLIED TO THE WOOD AND/OR METALS. I.) MANUFACTURED "I" JOISTS: MANUFACTURED I JOISTS (SUCH AS TRUSS JOISTS) SHALL BE INSTALLED PER THE MANUFACTURES RECOMMENDATIONS USING A DEFLECTION LIMIT OF L/480 UNLESS NOTED OTHERWISE. USE A MANUFACTURED 1-1/4" RIM BOARD (SUCH AS TIMBER STRAND) WITH ALL "I" JOISTS. USE A DOUBLE RIM OR 1-3/4" LVL RIM AT ALL LOCATIONS WHERE LEDGERS ARE USED (SUCH AS DECK LEDGERS). 6-2 GENERAL FRAMING: A.) MINIMUM NAILING: MINIMUM NAILING SHALL BE PER 2013 CBC TABLE 2304.9.1. B.) LARGER MEMBERS: ALL FRAMING MEMBERS SPECIFIED IN THESE CALCULATIONS ARE MINIMUMS, LARGER MEMBERS MAY BE SUBSTITUTED AT CONTRACTORS OPTION. C.) SHRINKAGE: CARE SHALL BE TAKEN TO ALLOW FOR EFFECTS OF SHRINKAGE WHICH COULD CAUSE SETTLEMENT OF ROOF AND OR FLOORS AND COULD LEAD TO FAILURE OF ASSOCIATED FRAMING MEMBERS. THE CONTRACTOR SHALL TAKE ALL MEASURES NECESSARY TO PROTECT FRAMING FROM THE EFFECTS OF SHRINKAGE. D.) ALL STRUCTURAL FRAMING MEMBER WITH EXTERIOR EXPOSURE SHALL BE PRESSURE TREATED OR BE OF MATERIAL THAT IS NATURALLY RESISTANCE TO DECAY. 6-3 BEAM FRAMING: A.) BUILT UP BEAMS: ALL BUILT UP, LAMINATED DOUBLE OR MULTIPLE 2X JOISTS AND BEAMS SHALL BE NAILED TOGETHER WITH 16d NAILS AT 6" O.C., T&B U.N.O. B.) DOUBLE JOISTS: PROVIDE DOUBLE FLOOR JOISTS UNDER PARTITION WALLS RUNNING PARALLEL TO JOIST SPAN AND UNDER ALL LOCATIONS WHERE TUBS MAY BE LOCATED. ADEQUATE SUPPORT SHALL BE PROVIDED FOR ALL OTHER EQUIPMENT OR FURNISHINGS WHICH MAY NOT BE SHOWN ON THE STRUCTURAL DRAWINGS INCLUDING BUT NOT LIMITED TO: HOT WATER HEATER, STOVE, REFRIGERATOR, OVEN, FIRE PLACE ENCLOSURES, WOOD BURNING STOVE, ETCETERA. C.) BLOCKING: PROVIDE SOLID BLOCKING IN JOIST FRAMING ABOVE ALL SUPPORTS USE SIMPSON SET EPDXY WITH ANCHOR OF SAME DIAMETER WITH 7 EMBEDMENT IN CONCRETE AND INSTALLATION PER MANUFACTURERS RECOMMENDATIONS AND CURRENT ROOF 20 PSF REDUCIBLE ICC REPORT. D.) CRIPPLE WALLS: CRIPPLE WALLS SHALL BE A MINIMUM OF 14" IN HEIGHT. FOR LESSER HEIGHTS, STACK 2X PLATES (AND SHIM AS REQUIRED). E.) NOTCHED OR CUT STUDS: NOTCHED AND/OR CUT STUDS TO CLEAR ANCHOR BOLTS ARE ((,,',, NOT ALLOWED. STUDS SHALL HAVE FULL BEARING TO THE FOUNDATION PLATE. pERMlfiIlB UMTTE �NTY pC%l'LOPPAENTSERVICES F.) LET -IN BRACES: LET IN BRACES SHALL NOT BE USED FOR TEMPORARY BRACING ON ANY �EVI E® FlE WALL FRAME. STEEL STRAPS WHICH DO NOT REQUIRE THE CUTTING OF STUDS ARE AN C ACCEPTABLE ALTERNATIVE. FAIT. G.) SEE NOTE 6-1 D FOR SILL AND ANCHOR BOLT SPECIFICATIONS. H.) WALL FRAMING RECEIVING NAILING AT 3" ON CENTER OR LESS SHALL BE 3X NOMINAL U.N.O. PER PLANS AND DETAILS. 6-6 CONNECTIONS: A.) HOLES FOR THROUGH BOLTS SHALL BE DRILLED 1/16" OVERSIZE. B.) ALL BOLTS, NUTS, AND LAG SCREWS SHALL BE PROVIDED WITH FLAT OR MALLEABLE WASHERS WHERE BEARING AGAINST WOOD. C.) ALL BOLTS AND LAG SCREWS SHALL BE TIGHTENED UPON INSTALLATION AND RE -TIGHTENED BEFORE CLOSING IN OR AT COMPLETION OF JOB. D.) LAG SCREWS SHALL BE SCREWED, NOT DRIVEN, INTO PLACE. 8. ROOF FRAMING 8-2 CUT AND STACKED ROOF FRAMING: A.) CUT AND STACKED ROOF SYSTEMS SHALL BE BUILT TO THE CONVENTIONAL FRAMING REQUIREMENTS OF THE CALIFORNIA BUILDING CODE (CHAPTER 23). PURLINS, BRACES, INTERMEDIATE SUPPORTS, AND CONNECTIONS SHALL BE PROVIDED BY THE CONTRACTOR THAT ARE CAPABLE OF TRANSMITTING ALL GRAVITY AND WIND LOADS TO THE FOUNDATION. THE FOLLOWING ADDITIONAL LIMITATIONS SHALL APPLY: 1. RAFTER MAXIMUM SPANS A. 2X6 DF -L #2: 9'-0" B. 2X8 DF -L#2: 12'-0" C. 2X10 DF -L #2: 16'-6" 2. MINIMUM BRACE SIZE = 2X6 3. MAXIMUM BRACE SPACING = 4'-0" O.C. 4. PURLIN SIZE SHALL MATCH THE SUPPORTED RAFTER SIZE U.N.O. B.) IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE THE CONVENTIONALLY FRAMED ROOF SYSTEM WITH TIES AND SUPPORTS BRACING ALL ELEMENTS TO THE FOUNDATION. THE ENGINEER HAS MADE A CURSORY REVIEW OF THE FRAMING SIZES AND SUPPORT LOCATIONS, AND HAS PROVIDED GENERAL CONNECTION DETAILS TO COVER THE MAJORITY OF CONDITIONS, BUT HAS NOT PROVIDED ENGINEERING DETAIL REQUIREMENTS FOR ALL CONNECTIONS NECESSARY FOR THE ROOF TO PERFORM IN ACCORDANCE WITH THE LOADING CRITERIA. IF ANY SPECIFIC ELEMENT OF THE ROOF FRAMING SYSTEM IS NOT SHOWN AND DETAILED CONNECTION CRITERIA IS REQUIRED, PLEASE CONTACT THE ENGINEER FOR ADDITIONAL INFORMATION. ABBREVIATIONS AB ANCHOR BOLT K ADVL ADDITIONAL L ADJ ADJACENT LLH ALT ALTERNATE LLV ARCH ARCHITECTURAL LONG BLDG BUILDING LSL BLKG BLOCKING LVL BM BEAM MAX BOTT (B) BOTTOM MB BTF BEAT TO FIT MECH BTWN BETWEEN MFR CB CARRIAGE BOLTS MIN CCJ CONTROL JOINT MISC. CIP CAST -IN-PLACE CONCRETE MTL CJ CONSTRUCTION JOINT (N) CLR CLEAR NS CMU CONCRETE MASONRY UNITS NSA COL COLUMN NTS CONC CONCRETE OC CONN CONNECTION OD CONSTR CONSTRUCTION OH CONT CONTINUOUS OPNG CONTR CONTRACTOR OVS CP COMPLETE PENETRATION PDF CTR CENTER PERP CTSK COUNTERSINK PL DBL DOUBLE PLWD DF DOUGLAS FIR PLCS DF -L DOUGLAS FIR - LARCH PP DIA DIAMETER PT DJ DOUBLE JOIST P/C EA EACH P/T EF EACH FACE REINF EL ELEVATION (DATUM) REQ'D ELEV ELEVATION (VIEW) OR ELEVATOR SC EN EDGE NAILING SEOR EQ EQUAL ES EACH SIDE SHTG (E) EXISTING SIM EXP EXPANSION SOG EXT EXTERIOR STD EW EACH WAY STIFF FF FINISH FLOOR STL FIN FINISH SQ FJ FLOOR JOIST SS FLR FLOOR SWS FNDN FOUNDATION SYM FOHC FREE OF HEART CENTER T&B FOS FACE OF STUD TO(P) FS FAR SIDE TOC FTG FOOTING TOF GA GAUGE TOS GALV GALVANIZED TOW GLB GLUE -LAM BEAM TN HDG HOT DIPPED GALVANIZED TYP HDR HEADER LINO HGR HANGER (SIMPSON) VERT HORIZ HORIZONTAL WP ID INSIDE DIAMETER WWF INT INTERIOR W/ JST JOIST dry//O JT JOINT KIPS ANGLE LONG LEG HORIZ. LONG LEG VERT. LONGITUDINAL LONG SLOTTED HOLE LAMINATED VENEER LUMBER MAXIMUM MACHINE BOLTS MECHANICAL MANUFACTURER MINIMUM MISCELLANEOUS METAL NEW NEAR SIDE NELSON STUD ANCHOR NOT TO SCALE ON CENTER OUTSIDE DIAMETER OPPOSITE HAND OPENING OVERSIZE ROUND HOLE POWDER DRIVEN FASTENER PERPENDICULAR PLATE PLYWOOD PLACES PARTIAL PENETRATION PRESSURE TREATED PRECAST CONCRETE POST -TENSIONED REINFORCEMENT REQUIRED SLIP CRITICAL STRUCTURAL ENGINEER OF RECORD SHEATHING SIMILAR SLAB -ON -GRADE STANDARD STIFFENER STEEL SQUARE STAINLESS STEEL SHEAR WALL SCHEDULE SYMMETRICAL TOP & BOTTOM TOP OF (PLYWOOD) TOP -OF -CONCRETE TOP -OF -FOOTING TOP -OF -STEEL TOP -OF -WALL TOE NAIL TYPICAL UNLESS NOTED OTHERWISE VERTICAL WORKPOINT WELDED WIRE FABRIC WITH WITHOUT REVIEWED FOR CODE COMPLIANCE AUG 2 6 2016 TR13 AND ASSOCIATES Q' pVESS/0N9 ":�No. 75688' rTl * E . 6/ 0/16 JJ C1V1L gTFOF CAI.\ 4/20/16 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE ONLY WITH THE ATTACHED STRUCTURAL CALCULATIONS .'P i �SUMMITI STRUCTURAL DESIGN \�I 383 Rio Lindo Ave. Suite 200 Chico, CA 95926 P. 530.592.4407 SummitChico.com Ln 4/20/16 Tt NTS r -i LU M > z zU LU Qa J U In InE r ~< 0 Q c -I d J p J REVISIONS: DATE: 4/20/16 SCALE: NTS DRAWN BY: RKB JOB NUMBER: 16-193 SHEET: SN REINFORM 0-Z LJ 0 J �a Zof oIL 0 3" MI 16" MIN TYPICAL THICKENED FOOTING AT SSTB NO SCALE SHEAR PLY AND 2X4 BLK'G NAILING PER PLAN E.N. A TOP PATE N PER 6/SD1 HEADER KING STUDS PER PLAN # MAY VARY 20 SDI ---E.N. PLY AT BLK'G/HDR -SHEAR PLY AND NAILING PER PLAN ---E.N. PLY'AT BLK'G/SILL f PROVIDE GAP BETWEEN PANELS E.N. PLY AT KING STUD) AS REQ'D. BY MFR., 1/8" MIN. TYPICAL OPENING STRAPPING DETAIL 19 NO SCALE SDI 1/2 STRAP LENGTH TOP PLATE PER 6/SD1 PER ARCH f -- TOP PLATE PER 6/SD1 J WALL FRAMING PER PLAN, TYI FOOTING SCHEDULE MEMBER SIZE FOOTING TYPE DIMENSION A DIMENSION B, U.N.O. BLOCK I +12X V-6" OLID BLOCK TW17 F2 2'-0" 2'-0" 12" F2.5 ++ + 2'-6" +I OPENING WIDTH 1+1 1+I 1 1 1 1 3'-0" 12" F3.5 3'-6" VARY 12" F4 4'-0" 4'-0" MAY W F4.5 4'-6" 4'-6" 18" F5 11 CS16 STRAP X (10'-0" + OPENING = 5'-0" 1°1 I°I 5'-6" 5'-6" WIDTH) LONG ABOVE AND BELOW 0 F6 11 11 1.1 18" #4 AT 24" OC VERT, #4 ° - OPENING WITH 10d NAILS AT 2 1/16" z _.._GRADE AWAY FROM FOUNDATION II II II » AT 18 OC HORIZ, WHERE "MIN O.C. CENTERED ON OPENING. WRAP w 2" II LI LI 12d AT 3" O.C. A35 AT 1'-0" O.C. RBC AT 8" O.C. AT CORNERS WHERE THEY OCCUR. o 1 C NATURAL �7 • GRADE UNE - o° _ o #4 CONT TOP AND BOTT ' PROVIDE CONTINUOUS STRAP OVER MIN I I I 11 (2) LAYERS OF BUILDING PAPER MULTIPLE WINDOWS WHERE OCCURS 3" CLR I`I 1°I I°I 3" CLR, 12 PLAN WHERE OCCURS - BOTT, CONT THIS UNE 012`- � NOTE: SEE DETAIL 20/SD1 FOR ADDITIONAL INFORMATION. TYP GARAGE DOOR OPENING T II Imo° _LTr I•I II II BOTTOM PATE NO SCALE n T I`I II IID I°I 11 A I I N II... -L-- 'I -- H JL 20 SDI ---E.N. PLY AT BLK'G/HDR -SHEAR PLY AND NAILING PER PLAN ---E.N. PLY'AT BLK'G/SILL f PROVIDE GAP BETWEEN PANELS E.N. PLY AT KING STUD) AS REQ'D. BY MFR., 1/8" MIN. TYPICAL OPENING STRAPPING DETAIL 19 NO SCALE SDI 1/2 STRAP LENGTH TOP PLATE PER 6/SD1 PER ARCH f -- TOP PLATE PER 6/SD1 J WALL FRAMING PER PLAN, TYI --E.N. TYP E.N. TYP SHEAR PLY PER PLAN, OTHERWISE PROVIDE 3/8" MIN APA RATED PLY WITH 8d NAILS AT 6" O.C. CORNER WHERE OCCURS EDGES AND 12" O.C. FIELD TYPICAL OFFSET TOP PLATE DETAIL 18 NO SCALE S D 1 2 1/2" MAX. DEPTH FOR 2X4 PL. 3 1/2" MAX. DEPTH FOR 2X6 PL. O 05 1/2" MAX A A N N PROVIDE SIMPSON RPS22 STRAP AT EACH PLATE, TOP PLATE PER 6/SD1 (2) MIN PER NOTCH-� 11 I 1 1/2" WALL FRAMING 1 MAX, TYP. PER PLAN, TYP I I I PIPE AS OCCURS NOTE: 1.) DO NOT BORE HOLES OR CUT NOTCHES IN STRUCTURAL WALL PLATES GREATER THAN 1/3 THE PLATE WIDTH WITHOUT WRITTEN CONSENT FROM THE ENGINEER OF RECORD. TYPICAL TOP PLATE NOTCH DETAIL 17 NO SCALE S D 1 ALL NON -SHEAR WALLS AND NON-BEARING WALLS TO HAVE HILTI X-CP72 SHOT PINS PER ICC ESR -2379 AT 24" D.C.-, PT SILL PLATE CONCRETE SAB -ON -GRADE PER PAN TYPICAL NON-BEARING WALL DETAIL NO SCALE SHEAR PLY AND NAILING PER PLS HD AND COMP PER SCHEDULE 1 CONTINUOUS WA WHERE OCCURS - PARTIAL PLAN ND �..,n-o�.GPPERLY AP AN TYPICAL CORNER HOLDOWN DETAIL NO SCALE THICKNESS • • • • 3" CLR A V 3" FTG TYPE PER �- B- WITH #4 E.W. FOOTING SCHEDULE MEMBER SIZE FOOTING TYPE DIMENSION A DIMENSION B, U.N.O. BLOCK I +12X V-6" FLAT, TYP 12" F2 2'-0" 2'-0" 12" F2.5 ++ + 2'-6" +I F3 1+1 1+I 1 1 1 1 --E.N. TYP E.N. TYP SHEAR PLY PER PLAN, OTHERWISE PROVIDE 3/8" MIN APA RATED PLY WITH 8d NAILS AT 6" O.C. CORNER WHERE OCCURS EDGES AND 12" O.C. FIELD TYPICAL OFFSET TOP PLATE DETAIL 18 NO SCALE S D 1 2 1/2" MAX. DEPTH FOR 2X4 PL. 3 1/2" MAX. DEPTH FOR 2X6 PL. O 05 1/2" MAX A A N N PROVIDE SIMPSON RPS22 STRAP AT EACH PLATE, TOP PLATE PER 6/SD1 (2) MIN PER NOTCH-� 11 I 1 1/2" WALL FRAMING 1 MAX, TYP. PER PLAN, TYP I I I PIPE AS OCCURS NOTE: 1.) DO NOT BORE HOLES OR CUT NOTCHES IN STRUCTURAL WALL PLATES GREATER THAN 1/3 THE PLATE WIDTH WITHOUT WRITTEN CONSENT FROM THE ENGINEER OF RECORD. TYPICAL TOP PLATE NOTCH DETAIL 17 NO SCALE S D 1 ALL NON -SHEAR WALLS AND NON-BEARING WALLS TO HAVE HILTI X-CP72 SHOT PINS PER ICC ESR -2379 AT 24" D.C.-, PT SILL PLATE CONCRETE SAB -ON -GRADE PER PAN TYPICAL NON-BEARING WALL DETAIL NO SCALE SHEAR PLY AND NAILING PER PLS HD AND COMP PER SCHEDULE 1 CONTINUOUS WA WHERE OCCURS - PARTIAL PLAN ND �..,n-o�.GPPERLY AP AN TYPICAL CORNER HOLDOWN DETAIL NO SCALE THICKNESS • • • • 3" CLR A V 3" FTG TYPE PER �- B- WITH #4 E.W. TYPICAL SPREAD FOOTING SCHEDULE NO SCALE 16 SDI 15 SDI WALL FRAMING PER PLAN SHEAR PER PLAN PT DF SILL AND AB PER 3/SD1 WHERE OCCURS - 1/2- ISOLATION JOINT EN CONCRETE SLAB -ON -GRADE PER PLAN 6" IN II SLOPE GRADE 8" MIN II AWAY FROM FNDN o_ o r .r..r_ O #4 AT 24" OC VERT, #4 I j = - AT 18" OC HORIZ, WHERE 12" MIN STEM WALL HEIGHT > 1'-6" " 8 #4 CONT TOP AND BOTT `SPREAD FOOTING PER 3" CLR, TYP �--12"O PLAN WHERE OCCURS NOTE: SEE DETAIL 20/SD1 FOR ADDITIONAL INFORMATION. TYP EXTERIOR GARAGE WALL FNDN DETAIL NO SCALE P.T. DF SILL AND A.B. PER 3/SD1 SAB PER PLAN\ FRAMING PER PAN (2) #4 T&B NOTE: SEE DETAIL 20/SD1 FOR ADDITIONAL INFORMATION. TYPICAL INTERIOR FOUNDATION DETAIL NO SCALE CONCRETE 1/2" ISOLATION JOINT SLAB -ON -GRADE CONCRETE PER PLAN SLAB -ON -GRADE PER PLAN 'll o� Iz 0oo _. 4 `SPREAD FOOTING PER PLAN WHERE OCCURS NOTE: SEE DETAIL 9/SD1 FOR ADDITIONAL INFORMATION. TYPICAL FOUNDATION DETAIL NO SCALE WALL FRAMING PER PLAN TYPICAL HANGER SCHEDULE FOOTING SCHEDULE MEMBER SIZE FOOTING TYPE DIMENSION A DIMENSION B, U.N.O. THICKNESS, U.N.O. F1.5 V-6" V-6" 12" F2 2'-0" 2'-0" 12" F2.5 2'-6" 2'-6" 12" F3 3'-0" 3'-0" 12" F3.5 3'-6" 3'-6" 12" F4 4'-0" 4'-0" 12" F4.5 4'-6" 4'-6" 18" F5 5'-0" 5'-0" 18" F5.5 5'-6" 5'-6" 18" F6 6'-0" 6'-0" 18" TYPICAL SPREAD FOOTING SCHEDULE NO SCALE 16 SDI 15 SDI WALL FRAMING PER PLAN SHEAR PER PLAN PT DF SILL AND AB PER 3/SD1 WHERE OCCURS - 1/2- ISOLATION JOINT EN CONCRETE SLAB -ON -GRADE PER PLAN 6" IN II SLOPE GRADE 8" MIN II AWAY FROM FNDN o_ o r .r..r_ O #4 AT 24" OC VERT, #4 I j = - AT 18" OC HORIZ, WHERE 12" MIN STEM WALL HEIGHT > 1'-6" " 8 #4 CONT TOP AND BOTT `SPREAD FOOTING PER 3" CLR, TYP �--12"O PLAN WHERE OCCURS NOTE: SEE DETAIL 20/SD1 FOR ADDITIONAL INFORMATION. TYP EXTERIOR GARAGE WALL FNDN DETAIL NO SCALE P.T. DF SILL AND A.B. PER 3/SD1 SAB PER PLAN\ FRAMING PER PAN (2) #4 T&B NOTE: SEE DETAIL 20/SD1 FOR ADDITIONAL INFORMATION. TYPICAL INTERIOR FOUNDATION DETAIL NO SCALE CONCRETE 1/2" ISOLATION JOINT SLAB -ON -GRADE CONCRETE PER PLAN SLAB -ON -GRADE PER PLAN 'll o� Iz 0oo _. 4 `SPREAD FOOTING PER PLAN WHERE OCCURS NOTE: SEE DETAIL 9/SD1 FOR ADDITIONAL INFORMATION. TYPICAL FOUNDATION DETAIL NO SCALE WALL FRAMING PER PLAN TYPICAL HANGER SCHEDULE LS MEMBER SIZE SIMPSON HANGER TYPE FASTENER TYPE AT SUPPORTING AT SUPPORTED MEMBER MEMBER 2X4/2X6/2X8/ 2X10/2X12 LUS24/LUS26/LUS28/ LUS210AUS210 10d 10d DBL 2X6/DBL 2X8/ DBL 2X10/DBL 2X12 HUS26-2TF/HUS28-2 HUS210-2TF/HUS212-2TF 16d 16d 4X8/4X10/4X12 HU48TF/HU41OTF/HU412TF 16d 10d 6X8/6X10/6X12 HU68TF/HU61OTF/HU612TF 16d 16d TJI/BCI ITS 10d NOT REQ'D LVL/PSL HGLTV 16d 16d GLU-LAM HGLTV 16d 16d NOTES: 1. PROVIDE SKEWED AND SLOPED HANGER WHERE REQUIRED. 2. PROVIDE HANGER WITH ONE OR BOTH FLANGES CONCEALED WHERE REQUIRED. 3. SEE PLANS AND DETAILS FOR HANGER AT SPECIAL CONDITION. 4. PROVIDE APPROPRIATE FASTENER AT ALL FASTENER HOLES U.N.O. 5. FASTENER SIZES: 16d=0.162" DIA. X 3 1/2" LENGTH 10d=0.148" DIA. X 3" LENGTH, 10d X 1 1/2"=0.148" DIA. X 1 1/2" LENGTH 6. PROVIDE HANGERS AND FASTENERS WITH CORROSION PROTECTION APPROPRIATE FOR CONNECTION APPLICATION AND ENVIRONMENT. TYPICAL METAL HANGER SCHEDULE NO SCALE LS NOTES: 2X4 DF#2 1.) USE CONT. 1 3/4" LVL LEDGER WITH (3) 1/4" DIA. SDS SCREWS AT 16" O.C. WITH 2 1/2" EMBED AT "I" JOISTS. SIX SCREWS MIN. PER PIECE. 2.) PROVIDE 2X FULL DEPTH SOLID BLOCKING AT 8'-0" O.C. AT ALL CEILING JOISTS LONGER THAN 13'-0". 16'-3" CONT. 2X LEDGER WITH (2) 2X10 DF#2 1/4" DIA. SDS SCREWS AT SHEAR PER PAN 16" O.C. WITH 2 1/2" WHERE OCCURS - EMBED AT SOLID SAWN PICAL DROPPED CEILING JOISTS. FOUR CONT. 2X LEDGER WITH SCREWS MIN. PER PIECE (3) 16d PER WALL STU HDU8 6X6 CJ SSTB28 SSTB34 2X SOLID 8" BLOCKS SOFFIT ELEV PER ARCH SOFFIT ELEV r► PER ARCH BALLOON STUDS MT:_t. GR 2X SOLID BLOCKS AT 16" O.C. U.N.O. BALLOON STUDS WHERE REQUIRED AT 16" O.C. U.N.O. • » CEILING JOIST SPAN TABLE TY CEILING JOIST MAX SPAN 16" O.C. MAX SPAN 24" O.C. 2X4 DF#2 8'-9" 7'-2- 2X6 DF#2 12'-10" 10'-6" 2X8 DF#2 16'-3" 13'-3" 2X10 DF#2 19'-10" 16'-3" BCI "I" JOIST 9 1/2" JOIST. 21' -0 - 11 7/8" JOIST. 25'-0" CEILING DETAIL BCI "I" JOIST PICAL DROPPED NO SCALE WALL CONTINUES WHERE OCCURS PER PLAN 1.. (5) 16d PARTIAL PLAN AT TOP PLATE CORNER AND TEE DBL 2X TOP PLATE ST126 STRAP, U.N.O., PER DETAIL BELOW ENTERED ON DISCONTINUITY STUD DIRECTLY UNDER SPLICE, TYP. ' TYPICAL TOP PLATE DISCONTINUITY (5) 16d AT CORNER OR INTERSECTING WALL d SINKERS AT 16" O.C. „ 4'-0" MIN. LAP LENGTH, TYPO 16d MIN. BETWEEN SPLICES 16d SINKERS AT 16" O.C. (12) (12) MIN. BETWEEN SPLICES TOP PATE PER 6/SD1- PROVIDE GAP BETWEEN PANELS AS REQ'D BY MFR, 1/8" MIN it , BLOCK AS REQ D AT ALL EDGES, TYP 16" MAX STUDII SPACING 1,3,5 CORNER WHERE OCCURS SD2 (5) 16d NAILS AT LAPPED CORNERS, TYP _ - = -n _FF I , GI 1°1 FIELD NAIL PER I I I I �S4rA6WIi SCHED. I II II I �I II II it I EN PER SHEAR I I I I I WALL SCHED. -SHEAR PLYI I I COMPRESSION PER SHEAR I I I POST AS REQ'D WALL SCHED. PER HOLDOWN SCHEDULE FOUNDATION PER PLANUM* NOTE: STUD SPACING = 16" O.C., U.N.O. CORNER WHERE OCCURS TYPICAL SHEAR WALL ELEVATION Q�pFESS/pNq K �y LLj �No. 75688` i E . 6/ 0/16 JJ CIV1\- gTFOF CAE\F 4/20/16 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE ONLY WITH THE ATTACHED STRUCTURAL CALCULATIONS 383 Rio Lindo Ave. Suite 200 Chico, CA 95926 P. 530.592.4407 _ SummitChico.com NO SCALE L�D 1 AT EXISTING FOUNDATIONS OR MISSED A.B.'S PROVIDE 1/2" DIAM. 11TEN HD AT REQUIRED A.B. SPACING WITH 4" EMBED IN FOUNDATION, 1 3/4" MIN. EDGE DIST., 8" MIN. END DIST., 8" MIN. SPACING. LOCATE AND AVOID ALL REINFORCING PRIOR TO DRILLING. INSTALL PER MFR'S RECOMMENDATIONS 12" MAX 6'-0" MAX AT (1) AND (2) STORY 5 MIN SEE SHEAR WALL SCHED. P•T. SILL II 11 I1 7" MIN ` �. PLATE WASHER II I L I L 3" X 3" X .229", TYP_/ L L L I�MASA/MASAP ANCHOR OPTION PER NOTE 4 1/2" DIA A.B. WITH 2" HOOK, TYP FNDN PER PAN NOTES: 1. SILL PATE SHALL BE 2X PTDF UNLESS OTHERWISE NOTED BY SHEAR WALL SCHEDULE. 2. PROVIDE (2) BOLTS MIN PER SILL PLATE. 3. DIAGONALLY SLOTTED PATE WASHERS WITH A MAXIMUM SLOT LENGTH OF 1 3/4" MAY BE USED WHEN A STANDARD CUT WASHER IS ADDED BETWEEN THE PLATE WASHER AND NUT. 4. SIMPSON MASA OR MASAP CAST -IN -PACE MUDSILL ANCHORS ARE PERMITTED TO BE USED IN LIEU OF ANCHOR BOLTS AT SPACING EQUIVALENT TO ANCHOR BOLT SPACING, UNLESS NOTED OTHERWISE. SEE SHEAR WALL SCHEDULE FOR ADDITIONAL INFORMATION. MINIMUM STEM WALL WIDTH FOR MASA OR MASAP ANCHORS IS 6". USE ANCHOR BOLTS AT STEM WALL WIDTHS LESS THAN 6". TYPICAL FNDN ANCHOR BOLT DETAIL NO SCALE PERMIT# BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CO E OMPLIANCE DATE-�5 iBY I`I II I I --USE 3X STUD AT I I HOLDOWN ABUTTING PANEL PER EDGES WHERE I SCHEDULE U SHEAR WALL SCHEDULE I.I I REQ'D PER SHEAR II DIST. FROM CENTER OF CONIC. ANCH. TO FACE OF POST CONCRETE ANCHOR TYPE SEE NOTE 3 SINGLE POUR TWO POUR I I I I CHEDULE I I°I WALL SCHEDULE- 11 1.11 I I I 1.1 II II \j HDU2 DBL 2X I•I II I II II II I I•I 6 SCREWS 6" SILL PLATE AND AB DBL 2X SIZE/SPACING PER SCHED. �N FOUNDATION PER PLANUM* NOTE: STUD SPACING = 16" O.C., U.N.O. CORNER WHERE OCCURS TYPICAL SHEAR WALL ELEVATION Q�pFESS/pNq K �y LLj �No. 75688` i E . 6/ 0/16 JJ CIV1\- gTFOF CAE\F 4/20/16 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE ONLY WITH THE ATTACHED STRUCTURAL CALCULATIONS 383 Rio Lindo Ave. Suite 200 Chico, CA 95926 P. 530.592.4407 _ SummitChico.com NO SCALE L�D 1 AT EXISTING FOUNDATIONS OR MISSED A.B.'S PROVIDE 1/2" DIAM. 11TEN HD AT REQUIRED A.B. SPACING WITH 4" EMBED IN FOUNDATION, 1 3/4" MIN. EDGE DIST., 8" MIN. END DIST., 8" MIN. SPACING. LOCATE AND AVOID ALL REINFORCING PRIOR TO DRILLING. INSTALL PER MFR'S RECOMMENDATIONS 12" MAX 6'-0" MAX AT (1) AND (2) STORY 5 MIN SEE SHEAR WALL SCHED. P•T. SILL II 11 I1 7" MIN ` �. PLATE WASHER II I L I L 3" X 3" X .229", TYP_/ L L L I�MASA/MASAP ANCHOR OPTION PER NOTE 4 1/2" DIA A.B. WITH 2" HOOK, TYP FNDN PER PAN NOTES: 1. SILL PATE SHALL BE 2X PTDF UNLESS OTHERWISE NOTED BY SHEAR WALL SCHEDULE. 2. PROVIDE (2) BOLTS MIN PER SILL PLATE. 3. DIAGONALLY SLOTTED PATE WASHERS WITH A MAXIMUM SLOT LENGTH OF 1 3/4" MAY BE USED WHEN A STANDARD CUT WASHER IS ADDED BETWEEN THE PLATE WASHER AND NUT. 4. SIMPSON MASA OR MASAP CAST -IN -PACE MUDSILL ANCHORS ARE PERMITTED TO BE USED IN LIEU OF ANCHOR BOLTS AT SPACING EQUIVALENT TO ANCHOR BOLT SPACING, UNLESS NOTED OTHERWISE. SEE SHEAR WALL SCHEDULE FOR ADDITIONAL INFORMATION. MINIMUM STEM WALL WIDTH FOR MASA OR MASAP ANCHORS IS 6". USE ANCHOR BOLTS AT STEM WALL WIDTHS LESS THAN 6". TYPICAL FNDN ANCHOR BOLT DETAIL NO SCALE PERMIT# BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CO E OMPLIANCE DATE-�5 iBY �...�.� „... - NOTES: MIN. BETWEEN SPLICES 1. HOLDOWNS SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. 2. FOR SSTB INSTALLATION IN 3X PLATE, USE SSTBL. 3. DOUBLE STUDS SHALL BE NAILED TOGETHER WITH 12d (DIA.=0.131") AT 6" O.C. STAGGERED. -i REVIEWE" -`-STUD DIRECTLY ��I DBL 2X FOR CODE COMPLIANCE UNDER SPLICE, TYP. TOP PLATE INTERSECTING WALL OR CORNER WHERE OCCURS ----i Alkir 2 6 201- INTERSECTING TOP PLATE SPLICE TRB AND ASSOCIATES Io TYPICAL TOP PLATE SPLICE DETAIL 6 TYPICAL HOLDOWN SCHEDULE 2 SD1 NO SCALE L�D1 NO SCALE CSD1 TOP PLATE PER 6/SD1 STRUCTURAL SHEAR WALL TYPE N FOR A MINIMUM N L=X' -Y" LENGTH OF X' -Y" PER SCHEDULE BELOW. HOLDOWN SCHEDULE U SHEAR WALL SCHEDULE SIMPSON MODEL NUMBER MIN. COMP. POST DIST. FROM CENTER OF CONIC. ANCH. TO FACE OF POST CONCRETE ANCHOR TYPE SEE NOTE 3 SINGLE POUR TWO POUR NAILS/ SDS SCREWS/ POST BOLTS MIN. STEM WALL WIDTH HDU2 DBL 2X 1 5/16" SSTB16 SSTB20 6 SCREWS 6" HDU4 DBL 2X 1 5/16" SSTB20 SSTB24 10 SCREWS 6" HDU8 6X6 1 3/8" SSTB28 SSTB34 20 SCREWS 8" �...�.� „... - NOTES: MIN. BETWEEN SPLICES 1. HOLDOWNS SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. 2. FOR SSTB INSTALLATION IN 3X PLATE, USE SSTBL. 3. DOUBLE STUDS SHALL BE NAILED TOGETHER WITH 12d (DIA.=0.131") AT 6" O.C. STAGGERED. -i REVIEWE" -`-STUD DIRECTLY ��I DBL 2X FOR CODE COMPLIANCE UNDER SPLICE, TYP. TOP PLATE INTERSECTING WALL OR CORNER WHERE OCCURS ----i Alkir 2 6 201- INTERSECTING TOP PLATE SPLICE TRB AND ASSOCIATES Io TYPICAL TOP PLATE SPLICE DETAIL 6 TYPICAL HOLDOWN SCHEDULE 2 SD1 NO SCALE L�D1 NO SCALE CSD1 TOP PLATE PER 6/SD1 CEJ S© A SHEAR WALL LEGEND STRUCTURAL SHEAR WALL TYPE N FOR A MINIMUM N L=X' -Y" LENGTH OF X' -Y" PER SCHEDULE BELOW. PT DF SILL AND U SHEAR WALL SCHEDULE SHEAR WALL TYPE 1 EDGE NAILING (3) AB PER 3/SD1 ALLOW. LOAD #/FT SHEAR PER PLAN SIMPSON" CLIP SPACING ANCHOR SPACING _-1 WHERE OCCURS PROVIDE 6" MIN WIDTH STEM BEYOND MASA M SAF 1 2" DIA. A.B.1 CONCRETE SLAB -ON -GRADE J N PER 12/SD1 WITH #4 TOP HOOKED 260* PER PAN A35 AT 2'-8" 0 C.'' RBC AT 1'-8" O.C. ROUGHEN SURFACE AT EACH END AND #4 VERT 12" 1/2" UP AT GARAGE 4* 4' 1/4" AMPLITUDE O.C., (3) MIN PER WALL SEGMENT DOOR OPENING A35 AT 1'-8" O.C. RBC AT 1'-2" O.C. 2'-g" O.C. S-4* O.C. WHERE REQUIRED 4" • » 380* 1/2" ISOLATION JOINT 1/2- 1/2" ISOLATION JOINT BEYOND #4 SAB TIES " �77o AT 4 -0 OC p 11 CLR MIN, 8" TYP MIN SLOPE FINISHED SLOPE PAVEMENT AND r- ONCRETE #4 AT 24" OC VERT, #4 ° - 777 __- _.._GRADE AWAY FROM FOUNDATION SUBGRADE BY OTHERS.. SLAB -ON -GRADE » AT 18 OC HORIZ, WHERE "MIN 2" PER PLAN STEM WALL HEIGHT > 1'-6" 12d AT 3" O.C. A35 AT 1'-0" O.C. RBC AT 8" O.C. - 1 C NATURAL �7 • GRADE UNE - o° _ o #4 CONT TOP AND BOTT ' 0 12» » MIN 12" MIN 1 1/2" CLR /* (2) LAYERS OF BUILDING PAPER TYP [>i!: O SPREAD FOOTING PER 3" CLR (2) #4 TOP AND 3" CLR, 12 PLAN WHERE OCCURS BOTT, CONT THIS UNE 012`- � NOTE: SEE DETAIL 20/SD1 FOR ADDITIONAL INFORMATION. TYP GARAGE DOOR OPENING FNDN DTL 13 TYPICAL SLAB FOUNDATION DETAIL 9 nun crew c C 11'1 NO SCALE n CEJ S© A SHEAR WALL LEGEND STRUCTURAL SHEAR WALL TYPE N FOR A MINIMUM N L=X' -Y" LENGTH OF X' -Y" PER SCHEDULE BELOW. Ln U SHEAR WALL SCHEDULE SHEAR WALL TYPE 1 EDGE NAILING (3) O 'I O ALLOW. LOAD #/FT o SIMPSON" CLIP SPACING ANCHOR SPACING _-1 2X PT SILL 3X PT SILL CEJ S© A SHEAR WALL LEGEND STRUCTURAL SHEAR WALL TYPE N FOR A MINIMUM N L=X' -Y" LENGTH OF X' -Y" PER SCHEDULE BELOW. Ln U SHEAR WALL SCHEDULE SHEAR WALL TYPE 1 EDGE NAILING (3) SHEA- THING (2) ALLOW. LOAD #/FT SOLE PLATE FASTENING (3)(5) SIMPSON" CLIP SPACING ANCHOR SPACING ADDT 2X PT SILL 3X PT SILL MASA M SAF 1 2" DIA. A.B.1 MASA/MASAPNOTES 2" DIA. A.B. J 6" 3/8" 260* 12d AT 7" O.C. A35 AT 2'-8" 0 C.'' RBC AT 1'-8" O.C. 9"•C / V-9' O.C. 11",6:C�, 4' 4" O.C. 4* 4' 3/8" 350" 12d AT 5" O.C. A35 AT 1'-8" O.C. RBC AT 1'-2" O.C. 2'-g" O.C. S-4* O.C. 4" 3/8" 380* 12d AT 5" O.C. A35 AT 1'-8� O.C. RBC AT 1'-0 O.C. -1/1�/ V-3" O.C. ✓l 8 /�?�� 3'-0" O.C. (4) 3 Q 3" 3/8" 490 12d AT 4" O.C. A35 AT 1'-5" O.C. RBC AT 10" O.C. LISA" O.0 i 1' 0" O.C.2'-4" �2' O lO.Cr O.C. (4) 2" 3/8" 640* 12d AT 3" O.C. A35 AT 1'-0" O.C. RBC AT 8" O.C. USE 3X SILL 1 C (4) 1, -9" O.Cr . Ln HEADER SIZE Ln U UP TO 4'-0" LU M > Z zU U Q LLJ UP TO 10'-0" U c_n w ~ OC � Q r -I � J O � J 1 REVISIONS: A. HEADER PER SCHEDULE II I I 11 II ",SILL PLATE B. TRIMMERS PER SCHEDULE SIZE AND A.B. * ALLOWABLE LOAD MAY BE MULTIPLIED BY 1.4 PER CBC 2306.4.1 WHERE NAND GOVERNS C. KING STUDS PER SCHEDULE SPACING PER 3/SD1 D. (2) A35 AT POSTS AND MULTIPLE KING STUDS E. BLOCK AT PLYWOOD SPLICE, AND MAX 10' UNBRACED STUD LENGTHS NOTES: F. NAIL MULTIPLE TRIMMERS/KING STUDS TOGETHER WITH 16d AT 12" O.C. STAGGERED 1. FRAMING: USE 2" NOMINAL OR WIDER DOUGLAS FIR LARCH, PT DF FNDN SILL, STUDS AT 16" O.C. MAX, DATE: 4/20/16 G.) WALL STUD PER PAN, DF#2 AT 16" O.C. U.N.O. BLOCK ALL PANEL EDGES. H.) POST PER PAN 2. SHEATHING: USE APA RATED (32/16 SPAN RATING) SHEATHING U.N.O. APPLY SHEATHING AND NAILING SCALE: NTS 2X6 WALL OPENING SCHEDULE -110 MPH EXP. C TO BOTH SIDES OF WALL WHERE SPECIFIED "2 SIDES". 3 NAILS USE 8d COMMON OR 8d GUN NAILS (DIA = 0131") EDGE NAIL AT ALL PANEL EDGES TOP OPENING SIZE (A) HEADER SIZE Ln U UP TO 4'-0" SEE PLAN (1) 2X6 � Q � U � UP TO 10'-0" Z) w � O HLn 1 REVISIONS: A. HEADER PER SCHEDULE II I I 11 II ",SILL PLATE B. TRIMMERS PER SCHEDULE SIZE AND A.B. * ALLOWABLE LOAD MAY BE MULTIPLIED BY 1.4 PER CBC 2306.4.1 WHERE NAND GOVERNS C. KING STUDS PER SCHEDULE SPACING PER 3/SD1 D. (2) A35 AT POSTS AND MULTIPLE KING STUDS E. BLOCK AT PLYWOOD SPLICE, AND MAX 10' UNBRACED STUD LENGTHS NOTES: F. NAIL MULTIPLE TRIMMERS/KING STUDS TOGETHER WITH 16d AT 12" O.C. STAGGERED 1. FRAMING: USE 2" NOMINAL OR WIDER DOUGLAS FIR LARCH, PT DF FNDN SILL, STUDS AT 16" O.C. MAX, DATE: 4/20/16 G.) WALL STUD PER PAN, DF#2 AT 16" O.C. U.N.O. BLOCK ALL PANEL EDGES. H.) POST PER PAN 2. SHEATHING: USE APA RATED (32/16 SPAN RATING) SHEATHING U.N.O. APPLY SHEATHING AND NAILING SCALE: NTS 2X6 WALL OPENING SCHEDULE -110 MPH EXP. C TO BOTH SIDES OF WALL WHERE SPECIFIED "2 SIDES". 3 NAILS USE 8d COMMON OR 8d GUN NAILS (DIA = 0131") EDGE NAIL AT ALL PANEL EDGES TOP OPENING SIZE (A) HEADER SIZE TRIMMERS KING STUDS UP TO 4'-0" SEE PLAN (1) 2X6 (1) 2X6 UP TO 6'-0" SEE PLAN (1) 2X6 (2) 2X6 UP TO 10'-0" SEE PLAN (2) 2X6 (2) 2X6 PLATE, SOLE PLATE, MUD SILL, POSTS, AND HOLD-DOWN COMP. STUDS, FIELD NAIL AT 12" O.C. DRAWN BY: RKB 12d SINKER SHANK DIA. 0.135", 20d COMMON SHANK DIA. =0.177", DO NOT OVERDRIVE NAILS. JOB NUMBER: 16-193 STAGGER SOLE FASTENING AND PRE -DRILL PILOT HOLES (MAX 75% NAIL DIA) TO AVOID SPLITTING WALL ELEMENTS. 4. USE 3X NOMINAL FRAMING AT ABUTTING PANEL EDGES AND STAGGER NAILING. SHEET: TYPICAL STUD WALL ELEVATION NO SCALE 5 SD1 TYPICAL SHEAR WALL SCHEDULE NO SCALE 1 SD1 SD1 II FASTENING SCHEDULE (TABLE 2304.9.1) CONNECTION FASTENING`" LOCATION 1. JOIST TO SILL OR GIRDER 3 - 8d COMMON (2 1/2" X 0.131") SECOND STRAP MID 3 - 3" X 0.131" NAILS TOE NAIL STRAP AND 3 - 3. 14 GA. STAPLES PER SCHEDULE 2. BRIDGING TO JOIST 2 - 8d COMMON (2 1/2" X 0.131") WHERE SCHEDULE 2 - 3" X 0.131" NAILS TOE NAIL EACH END (26) 8d 2 - 3" 14 GA. STAPLES 8d, 4 1/8" O.C. 3. 1" X 6" SUBFLOOR OR LESS TO EACH JOIST 2 - 8d COMMON (2 1/2- X 0.131") FACE NAIL 4. WADER THAN 1" X 6" SUBFLOOR TO EACH JOIST 3 - 8d COMMON (2 1/2" X 0.131") FACE NAIL 5. 2" SUBFLOOR TO JOIST OR GIRDER 2- 16d COMMON (3 1/2" X 0.162") BUND AND FACE NAIL 6. SOLE PLATE TO JOIST OR BLOCKING 16d (3 1/2- X 0.135-) AT 16. O.C. (52) 8d (26) 8d 3" X 0.131" NAILS AT 8" O.C. TYPICAL FACE NAIL LAP LENGTH 3" 14 GA. STAPLES AT 12" O.C. 1'-7" SOLE PLATE TO JOIST OR BLOCKING AT 3- 16d (3 1/2" X 0.135") AT 16" O.C. 4 - 3- X 0.131" NAILS AT 16" O.C. BRACED WALL PANELS BRACED WALL PANEL 4 - 3' 14 GA. STAPLES PER 16" TRUSS PER 7. TOP PLATE TO STUD 2 - 16d COMMON (3 1/2' X 0.162") PLAN' TYP '_-1 5/8" MIN. 3 - 3" X 0.131" NAILS END NAIL END DISTANCE 3 - 3" 14 GA. STAPLES STRAP AND 8. STUD TO SOLE PLATE 4- 8d COMMON (2 1/2- X 0.131-) NAILING PER WITH NAILING PER 4 - 3" X 0.131" NAILS AT 8" O.C. TOE NAIL SCHEDULE WHERE 3 - 3" 14 GA. STAPLES AT 12. O.C. OCCURS 2 - 16d COMMON (3 1/2" X 0.162") END NAIL 3 - 3" X 0.131" NAILS 3 - 3" 14 GA. STAPLES 9. DOUBLE STUDS 16d (3 1/2- X 0.135-) AT 24. O.C. 3" X 0.131" NAIL AT 8" O.C. FACE NAIL ' 3" 14 GA. STAPLE AT 8" O.C. 10. DOUBLE TOP PLATES 16d (3 1/2- X 0.135-) AT 16" O.C. 3" X 0.131" NAIL AT 12" O.C. TYPICAL FACE NAIL 3. 14 GA. STAPLE AT 12" O.C. DOUBLE TOP PLATES 8 - 16d COMMON (3 1/2" X 0.162-) LAP SPLICE 12 - 3" X 0.131" NAILS 12 - 3" 14 GA. STAPLES 11. BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE 3 - 8d COMMON (2 1/2- X 0.131") 3 - 3" X 0.131" NAILS TOE NAIL 3 - 3" 14 GA. STAPLES 12. RIM JOIST TO TOP PLATE 8d (2 1/2- X 0.131-) AT 6. O.C. 3" X 0.131" NAIL AT 6" O.C. TOE NAIL 3. 14 GA. STAPLE AT 6" O.C. 13. TOP PLATES, LAPS AND INTERSECTIONS 2 - 16d COMMON (3 1/2" X 0.162") 3 - 3" X 0.131" NAILS FACE NAIL 3 - 3" 14 GA. STAPLES 14. CONTINUOUS HEADER, TWO PIECES 16d COMMON (3 1/2" X 0.162") 16. O.C. ALONG EDGE 15. CEILING JOISTS TO PLATE 3 - 8d COMMON (2 1/2" X 0.131-) 5 - 3" X 0.131" NAILS TOE NAIL 5 - 3" 14 GA. STAPLES 16. CONTINUOUS HEADER TO STUD 4 - 8d COMMON (2 1/2- X 0.131") TOE NAIL 17. CEILING JOISTS, LAPS OVER PARTITIONS 3 - 16d COMMON (3 1/2- X 0.162") MIN, TABLE 2308.10.4.1 4 - 3" X 0.131" NAILS FACE NAIL 4 - 3" 14 GA. STAPLES 18. CEILING JOISTS TO PARALLEL RAFTERS 3 - 16d COMMON (3 1/2" X 0.162-) MIN, TABLE 2308.10.4.1 4 - 3" X 0.131" NAILS FACE NAIL 4 - 3. 14 GA. STAPLES 19. RAFTER TO PLATE 3 - 8d COMMON (2 1/2" X 0.131-) 5 - 3" X 0.131" NAILS TOE NAIL 5 - 3" 14 GA. STAPLES 20. 1" DIAGONAL BRACE TO EACH STUD AND PLATE 2 - 8d COMMON (2 1/2" X 0.131") 2 - 3- X 0.131" NAILS FACE NAIL 3 - 3" 14 GA. STAPLES 21. 1" X 8" SHEATHING TO EACH BEARING 3 - 8d COMMON (2 1/2- X 0.131") FACE NAIL 22. WIDER THAN 1" X 8" SHEATHING TO EACH BEARING 3 - 8d COMMON (2 1/2" X 0.131") FACE NAIL 23. BUILT-UP CORNER STUDS 16d COMMON (3 1/2" X 0.162-) 24" O.C. 3" X 0.131" NAILS 16" O.C. 3. 14 GA. STAPLES 16" O.C. 24. BUILT-UP GIRDER AND BEAMS 20d COMMON (4" X 0.192-) AT 32" O.C. FACE NAIL AT TOP AND 3" X 0.131" NAILS AT 24. O.C. BOTTOMSTAGGERED ON 3. 14 GA STAPLES AT 24" O.C. OPPOSITE ENDS 2 - 20d COMMON (4- X 0.192') FACE NAIL AT ENDS AND 3 - 3" X 0.131" NAILS AT EACH SPLICE 3 - 3" 14 GA. STAPLES 25. 2" PLANKS 16d COMMON (3 1/2" X 0.162-) AT EACH BEARING 26. COLLAR TIE TO RAFTER 3 - 10d COMMON (3- X 0.148-) 4 - 3" X 0.131" NAILS FACE NAIL 4 - 3" 14 GA. STAPLES 27. JACK RAFTER TO HIP 3 - 10d COMMON (3" X 0.148") 4 - 3" X 0.1310 NAILS TOE NAIL 4 - 3" 14 GA. STAPLES 2 - 16d COMMON (3 1/2' X 0.162") FACE NAIL 3 - 3" X 0.131" NAILS 3 - 3" 14 GA. STAPLES 28. ROOF RAFTER TO 2X RIDGE BEAM 2 - 16d COMMON (3 1/2" X 0.162-) 3 - 3" X 0.131" NAILS TOE NAIL 3 - 3" 14 GA. STAPLES 2 - 16d COMMON (3 1/2" X 0.162") FACE NAIL 3-3"X0.131"NAILS 3 - 3. 14 GA. STAPLES 29. JOIST TO BAND JOIST 3 - 16d COMMON (3 1/2" X 0.162-) 4 - 3" X 0.131" NAILS FACE NAIL 4 - 3. 14 GA. STAPLES 30. LEDGER STRIP 3 - 16d COMMON (3 1/2" X 0.162") 4 - 3" X 0.131" NAILS FACE NAIL 4 - 3" 14 GA. STAPLES 31. WOOD STRUCTURAL PANELS AND PARTICLE BOARD' 1/2" AND LESS 6d" SUBFLOOR, ROOF AND WALL SHEATHING (TO FRAMING) 2 3/8" X 0.113" NAIL 19/32" TO 3/4- 8d OR 6d' 2 3/8" X 0.113" NAIL' 7/8" TO 1- 8d° SINGLE FLOOR (COMBINATION SUBFLOOR-UNDERLAYMENT 1 TO 1 1OR Bd° TO FRAMING) - 3/44" AND LESSS 6d 6& • " 1 1/8T0T0 1 1/4" Od' OR 8d' 32. PANEL SIDING (TO FRAMING) 1/2" AND LESS 6d 5/8" sd 33. FIBERBOARD SHEATHING' 1/2" No. 11 GAGE ROOFING NAIL" 6d COMMON NAIL (2" X 0.113-) No. 16 GAGE STAPLE' 25/32- No. it GAGE ROOFING NAIL" Bd COMMON NAIL (2 1/2" X 0.131-) No. 16 GAGE STAPLE' 34. INTERIOR PANELING 1/4" 44) 3/8" 6d' a.common or box nmmw es is are perTea oe usexcept wnere omerwise scacea. b. Nails spaced at 6 inches on center at edges, 12 Inches at Intermediate supports except 6 Inches at supports where spans are 48 Inches or more. For nailing of wood structural panel and particleboard diaphragms and shear walls, refer to Section 2305. Nafla for wall sheathing are permitted to be common, box or casing. c. Common or deformed shank (6d - 2" x 0.113"; 8d - 2 1/2" x 0.131"; 10d - 3" x 0.148") d. Common (6d - 2" x 0.113"; 8d - 2 1/2" x 0.131"; 10d - 3" x 0.148") e. Deformed shank (6d - 2" x 0.113'; 8d - 2 1/2" x 0.131"; 10d - 3" x 0.148-) f. rr Coosion-resistant siding (6d - 1 7/8" x 0.106"; 8d - 2 3/8" x 0.128") or casing (6d - 2" x .099"; 8d - 2 1/2" x 0.113") .all g. Fasteners spaced 3 inches on center at exterior ridges and 6 Inches on center at Intermediate supports, when used as structural sheathing. Spacing shall be 6 inches on center on the edges and 12 Inches on center at intermediate supports for nonstructural applications. h. Corrosion -resistant roofing naffs with 7/16 Inch diameter head and 1 1/8 inch length for 1/2 inch sheathing and 1 3/4 inch length for 25/32 sheathing. i. Corrosion -resistant staples with nominal 7/16 inch crown and 1 1/8 inch length for 1/2 Inch sheathing and 1 1/2 Inch length for 25/32 sheathing. Panel supports at 16 Inches (20 Inches If strength axis In the long direction of the panel, unless otherwise marked). 1 Casing (1 1/2" x 0.080") or finish (1 1/2" x 0.072") nails spaced 6 Inches on panel edges, 12 inches at intermediate supports. k. Panel supports at 24 inches. Casing or finish naffs spaced 6 Inches on panel edges, 12 Inches at intermediate supports. I. For roof sheathing applications, 8d natls (2 1/2" x 0.113") are the minimum required for wood structural panels. m. Staples shall have a minimum crown width of 7/16 Inch. n. For roof sheathing applications, fasteners spaced 4 Inches on center at edges, 8 Inches at intermediate supports. o. Fasteners spaced 4 Inches on center at edges, 8 Inches at Intermediate supports for subfloor and wall sheathing and 3 Inches on center at edges, 6 Inches at Intermediate supports of roof sheathing. p. Fasteners spaced 4 Inches on center at edges, 8 Inches at Intermediate supports. TYPICAL FASTENING SCHEDULE 17 NO SCALE SD2 /MULTIPLE STUD GROUP PER PLAN P.T. DF SILL AND A.B. PER 3/SD1 (6) 12d TOENAILS OR SLAB PER PLAN T (6) 16d END NAILS o OD c 3" CLR, TYP SPREAD FOOTING PER 1'-0" PLAN WHERE OCCURS CONTINUOUS FOOTING PER 11/SD1 WHERE OCCURS NOTE: SEE DETAIL 20/SD1 FOR ADDITIONAL INFORMATION. TYPICAL POST AT WALL DETAIL NO SCALE NOTCH SHALL NOT EXTEND INTO MIDDLE THIRD OF BE LS' TYPICAL POST TO BEAM DETAIL NO SCALE ALWAYS PROVIDE OPPOSING BRACE A34 HGR PER SCI PER 6/SD2, TYP PER PLAN 15 SD2 -AN �ij►1 14 SD2 STRAP AND HIP/VALLEY PER PLAN - SECOND CONT. BLOCK SCHEDULE STRAP WITH SECOND STRAP MID NAILING PER WITH NAILING STRAP AND SCHEDULE PER SCHEDULE NAILING PER WHERE WHERE SCHEDULE OCCURS OCCURS (26) 8d END/LAP 8d, 4 1/8" O.C. BLK'G PER PLAN SECTION n a 2X4 SCHEDULE, TYP (36) 8d (18) 8d 1 5/8" MIN. JOIST OR (2) CS16 END DISTANCE TRUSS PER (52) 8d (26) 8d PLAN, TYP - D LAP LENGTH 2X8 1'-7" PER SCHEDULE (36) 8d JOIST OR TRUSS PER PLAN' TYP '_-1 5/8" MIN. 16d AT END DISTANCE 12" O.C. STRAP AND SECOND STRAP STRAP AND NAILING PER WITH NAILING PER NAILING PER SCHEDULE SCHEDULE WHERE SCHEDULE - OCCURS STRAP AND HIP/VALLEY PER PLAN - NAILING PER CONT. BLOCK SCHEDULE LAP LENGTH -BLK'G PER MID SCHEDULE, TYP REQ'D -END OF BLOCK 16d AT 8" O.C.- WHERE OCCURS NAIL QUANTITY NAILING STRONG -BACK BRACE _'-1 MIN. 2X4 ENDDDISTANCE (26) 8d END/LAP 8d, 4 1/8" O.C. LENGTH SCHE ULEER PLAN SECTION n a 2X4 CJ PER PLAN\ SECOND STRAP WITH NAILING PER SCHEDULE WHERE OCCURS STRAP PERPENDICULAR STRAP PARALLEL TO TO JOIST OR TRUSS JOIST OR TRUSS TYPICAL DRAG STRAP SPLICE DETAILS NO SCALE STRAP AND NAILING PER SCHEDULE SECOND STRAP WITH NAILING PER SCHEDULE PLY AND NAILING PER PLAN EN WHERE OCCURS 16d AT 12" O.C. CONT. BLOCK PER SCHEDULE JOIST OR TRUSS PER PLAN STRAP PARALLEL TO JOIST OR TRUSS STRAP AND NAILING PER SCHEDULE SECOND STRAP WITH /EN NAILING PER SCHEDULE PLY AND NAILING PER PLAN / WHERE OCCURS JOIST OR TRUSS PER PLAN 12 SD2 (BLOCK PER SCHEDULE STRAP PERPENDICULAR TO JOIST OR TRUSS TYPICAL DRAG STRAP DETAILS 11 NO SCALE LSD TYPICAL DRAG STRAP SCHEDULE DRAG STRAP CONT. BLOCK END/LAP LAP LENGTH END LENGTH MID MARK REQ'D SIZE LENGTH NAIL QUANTITY NAIL QUANTITY NAILING A CS16 2X4 V-2" (26) 8d (13) 8d 8d, 4 1/8" O.C. g CS14 2X4 V-7" (36) 8d (18) 8d 8d, 4 1/8" O.C. C (2) CS16 2X8 V-2" (52) 8d (26) 8d AT, EACH/STRAP D (2) CS14 2X8 1'-7" (72) 8d (36) 8d AT,EACH STRAP NOTES: 1. PROVIDE LAP NAILING OVER THE SPECIFIED LAP LENGTH AT EACH END OF EACH PIECE OF CONTINUOUS STRAP. AMIDAMID - NAILING NAILING NAILING NAILING TYPICAL DRAG STRAP SCHEDULE NO SCALE (5) 16d NAILS + STRONG -BACK BRACE PLAN SECTION n L-1 1 (5) 16d NAILS PLY AND NAILING PER PLAN A I 6, MIN. 2 _(5) 16d, TYP + WALL / BEAM PER PLAN V'FY STUD DIRECTLY AT BRACE, TYP. TYPICAL HIP/VALLEY BRACE DETAIL s NO SCALE STRONG -BACK BRACE PLAN SECTION A RIDGE PER PLAN E.P WATERPROOFING AND DRAINAGE BY OTHERS TS18 STRAP AT WATERPROOFING AND 48" O.C. TO DRAINAGE BY OTHERS WALL FRAMING E.N. SLOPE TO DRAIN PER ARCH -- Q�pFESSIpNq K �No. 756881 * E . 6/ 0/16 J� C1V1L gTFOFCA _\F 4/20/16 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE ONLY WITH THE ATTACHED STRUCTURAL CALCULATIONS TS18 STRAP AT 48" �-2X SOLID E.N. O.C. TO WALL BLOCKSFRAMING 2X BLOCK 7 AT 48" O.C. TYP. TF MTL HGR 2X SOUD BLOCKS CONT. 2X6 SLOPED AT BALLOON STUDS BALLOON STUDS RAFTER PLANE W/(3) AT 16" O.C. U.N.O. AT 16" O.C. U.N.O.pil 16d PER WALL STUD CONT. 2X LEDGER WITH (2) ' 1/4" DIA. SDS SCREWS AT 16" O.C. WITH 2 1/2" EMBED NOTE: STRAP ACROSS LEDGER DISCONTINUITIES WITH ST6224 STRAP. Sui Rio Lindo Ave. Suite 200 Chico, CA 95926 TYPICAL LEDGER DETAIL 4 P. 530.592.4407 SummitChico.com NO SCALE PERMIT* BUTIECOUNTYDEVELO MENTSERVICES REVIEWED FOR CO E �OMPLIANCE DATE Y ROOF PLY. AND NAILING PER PLAN 2'-0" MAX /E.N. �( (3) 16d TOENAILS RAFTER PER PLAN ROOF SHEATHING 2X4 DF#2 RAFTER TIE AT PER PLAN EVERY RAFTER TO RAFTER (3) 16d CONN., 2'-0" O.C. MAX. (5) 16d NAILS AT 1/4" CLR TYP EA. 2X TO RAFTER • CONN. TYP. A " RIDGE BRACE 16d AT 8 O.C. PER PLAN TYPICAL RIDGE DETAIL NO SCALE FACIA BY OTHERS ---- E.N. \2X6 V FLAT OUTLOOKERS AT 2'-0" O.C. HOLD DOUBLE TOP PLATE TOP PLATE PER 6 / SD1 DOWN AND NOTCH SHEAR PLY TO m RUN OUTLOOKERS AND BLOCKING z OVER PLATE SHEAR PER PLAN Q LU\` < 2X SOLID BLOCK WITH NAILING TO w MATCH SOLE NAILING PER SHEAR < WALL SCHED. J ALLOON FRAMING TYP. AT GABLE END U.N.O. TYPICAL GABLE END ROOF TO WALL DETAIL I J NO SCALE PROVIDE GAP BETWEEN PANELS AS REQ'D. BY MFR., 1/8" MIN. ROOF PLY AND��, NAILING PER PLAN VERTICAL BRACE WHERE OCCURS \' 2X RAFTER ROOF PLYWOOD PER PLAN PER PLAN (5) 16d NAILS TYP. 2X4 OVERFRAMING AT 24" O.C. 2X CONT. ' PURLIN W/ (3) 16d (5) 16d NAILS TOENAILSROOF PLY , AT EA. BRACE AND NAILING ALWAYS PROVIDETYP MIN, 2X6 BRACE AT SPACING PER PLAN OPPOSING BRACES PER PLAN, 4'-0" O.C. MAX. 2X4 WITH 16d NAILS 2 MIN., TYP E.N. PLY AT AT 12" 1 SLEEPER, O.C., TYP TYP 2X CLG. JOIST T T T T T T PER PLAN ZZ \\(5) 16d NAILS 2X SLEEPER 2X STUDS AT 16" O.C. OR A35 CLIP WITH (3) 16d RAFTER OR CEILING BEAM AS OCCUR NAILS AT EA TRUSS PER RAFTER OR TRUSS PLAN, TYP ' I I 2X4 VERT. AT 24" ENDO.C. WITH (4) 16d NOTE: PURLIN SIZE SHALL MATCH RAFTER SIZE TOP AND (2) 16d NAILING TOENAILS BOTT., TYP 1 TYPICAL ROOF PURLIN DETAIL I v � TYPICAL OVERFRAMING DETAIL SD2 NO SCALE ROOF SHEATHING AND NAILING PER PLAN\ X.N.DRAG STRAP AND BLOCK PER PLAN WHERE OCCURS :E.N. /ROOF PLY AND NAILING PER PLAN E.N �SOUD BLOCK WITH NAILING TO MATCH SOLE NAILING PER SHEAR WALL SCHED. NO SCALE REVIEWED FOR CODE COMPLIANCE AUG 2 6 2016 TRB AND ASSOCIATES ROOF FRAMING PER PLAN PROVIDE 2X VERTICAL MEMBERS RAFTER PER PLAN AT 2'-0" O.C. MAX. CONT. RAFTER 1 ROOF PLY AND PER PLAN, TYP HIP OR VALLEY PER PLAN <� A 16d AT 8" O.C. SHEAR PER PLAN -- SOLID BLOCK EACH SIDE OF BRACE CLIP & SPACING +; PER SHEAR WALL SCHEDULE + E.N. PROVIDE GAP BETWEEN PANELS A35 CLIP, TYP AS REQ'D. BY MFR., 1/8" MIN. CJ PER PLAN E.N. CJ PER PLAN OR HGR PER SCHED. AT CJ, TYP BM OR WALL PER PLAN SHEAR PER PLAN BLOCK AT 32" O.C., �r- TYP TYPICAL BRACING DETAIL 13 TYPICAL ROOF BRACE DETAIL 9 NO SCALESD2 NO SCALE SD2 _ _ - -- - - Ln V U LU m '- z � Q zU U Q LU\` < U to 0 w Isss-o�CO < O Q J 17- 0 J cn 1 NAILING PER PLAN PROVIDE 2X4 RAFTER 6) 16d AT EA 2X CJ/TIE TIES WITH (6) 16d EA. TO RAFTER CONNECTION REVISIONS: END AT EA. RAFTER 2X6 BRACE AT 4'-0" WHERE RAFTERS RUN PERPENDICULAR TO CJ'SBLOCK AND E.N. AT "I" W/ (4) 16d NAILS-��JOISTS, WHERE OCCURS EACH END __-E.N. CJ PER PLAN, TYP CEILING JOIST PER RBC CUP PER7P) FASCIA BY PLAN WHERE OCCURS. SHEAR WALL SCHEDULE, OTHERS PROVIDE SOLID WEB OTHERWISE 4'-0" O.C., TYP. N. H2.5T EA. RAFTER DATE: 4/20/16 BACKING AT EACH 2X BLOCKING AT 4'-0" O.C., SIDE OF "I" JOISTS TOP PLATEPER 6/SD1 SCALE: NTS T&B, (3) 12d T.N. EA. END PER MFR. AT ENTIRE -SHEAR PER PLAN RAFTER OVERLAP DRAWN BY: RKB 116d T.N. EA BLOCK JOB NUMBER: 16-193 FRAMING PER PLAN ... WALL FRAMING PER PLAN r } r"`'� SHEET: SHEAR WALL DETAIL 5 TYPICAL EAVE DETAIL 1 S D2 NO SCALESD2 NO SCALE " SD2 s b i I I II Ln U � Q � U � w Isss-o�CO cn 1 NAILING PER PLAN PROVIDE 2X4 RAFTER 6) 16d AT EA 2X CJ/TIE TIES WITH (6) 16d EA. TO RAFTER CONNECTION REVISIONS: END AT EA. RAFTER 2X6 BRACE AT 4'-0" WHERE RAFTERS RUN PERPENDICULAR TO CJ'SBLOCK AND E.N. AT "I" W/ (4) 16d NAILS-��JOISTS, WHERE OCCURS EACH END __-E.N. CJ PER PLAN, TYP CEILING JOIST PER RBC CUP PER7P) FASCIA BY PLAN WHERE OCCURS. SHEAR WALL SCHEDULE, OTHERS PROVIDE SOLID WEB OTHERWISE 4'-0" O.C., TYP. N. H2.5T EA. RAFTER DATE: 4/20/16 BACKING AT EACH 2X BLOCKING AT 4'-0" O.C., SIDE OF "I" JOISTS TOP PLATEPER 6/SD1 SCALE: NTS T&B, (3) 12d T.N. EA. END PER MFR. AT ENTIRE -SHEAR PER PLAN RAFTER OVERLAP DRAWN BY: RKB 116d T.N. EA BLOCK JOB NUMBER: 16-193 FRAMING PER PLAN ... WALL FRAMING PER PLAN r } r"`'� SHEET: SHEAR WALL DETAIL 5 TYPICAL EAVE DETAIL 1 S D2 NO SCALESD2 NO SCALE " SD2 s b i I I II