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HomeMy WebLinkAboutB16-1107 055-540-039THIS PROPERTY 15 WITHIN A WILDLAND WALKWAY V FLOOR PLAN STRUCTURAL NOTES: p p D p 1J SEE TYPICAL NOTE SHEET SN AND TYPICAL DETAIL 7 7 v p D. EXHA05LDUCTS: URBAN INTERFAG (NUI) d MUST COMPLY 3) NONCOMBUSTIBLE MATERIAL TERMINATE I 'a FIRE-RESISTANT CONSTRUCTION: OUT5IDEOFTHE ��LL �LL� 1,�/ WITH THE FOLLO W I I Iy_: 1.) THE 6ARA6E AND/OR CARPORT SHALL BE SEPARATED A5 REQUIRED BY TABLE BUILDING w/ BACK -DRAFT COMPLY WITH THE REGUIREMENT5 OF 201 3 ORO THROUGHOR502.5-5. N GARAGE WALLS SHALL COMPLY WITH SECTION 8302.5.1 DAMPERS. SECTION R32-1, MATERIALS d CONSTRUCTION DWELLIN&/6ASI AN17 OR LARPORT3EFARATIO: zp W A. FROM THE RESIDENCE 1 ATTICS: NOT LESS THAN 1/2 -INCH GYPSUM BOARD OR 0 1 METHODS FOR EXTERIOR WILDFIRE EXPOSURE. EQUIVALENT APPLIED TO THE 6ARAGE SIDE 17ESI6"OrHELRS SEPP.RATE_P__ERMIT FOUIRED. III B. H,kBrrA5LE OR CARPORT: NOT LESS THAN <.` In ROOFING:_ D.3 2 5 UM BOARD OR EQUI ALEN6E s/Ra NCH TYPE X GYPSALL 3.) ROOFS SHALL COMPLY WITH THE REQUIREMENTS OF SECTIONS R521 4 R'l G. STRUGTURE(c) SUPPORTING FLOOR/CEILING A55EMBLIES USED FOR SEPARATION N N ]J WHERE THE ROOF PROFILE ALLOWS A SPACE BETWEEN THE ROOF ' THIS SECTION: NOT LESS THAN 1/2 -INCH Y U R DOR EQUAL. REQUIRED BT 6 PSM D In < 0 COVERING COVERING /ROOF PECKING, THE SPACES SHALL BE CONSTRUCTED TO PREVENT THE ON D. GARAGES LOCATED LESS THAN 3 FEET FROM A DWELLING UNIT ON THE SAME LOT: 5J INTRUSION OF FLAMES / EMBERS, BE FIRESTOPPED WITH APPROVED MATERIALS OR NOT LESS THAN 112 -INCH GYPSUM BOARD OR EQUIVALENT APPLIED TO THE -I ILI HAVE ONE LAYER OF MINIMUM 12 POUND MINERAL -SURFACED NON -PERFORATED GAP INTERIOR 51VE OF EXTERIOR WALLS THAT ARE WITHIN THIS AREA. b5� SHEET COMPLYING W17H A5TM D S 909 INSTALLED OVER THE COMBUSTIBLE DECKING 2.) UNDER -STAIR PROTECTION: ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL j1 8827.5.2 HAVE WALLS, UNDER -STAIR 5URFACE 4 ANY SOFFITS PROTECTED ON THE ENCLOSED It 2) ROOF VALLEYS: WHERE VALLEY FLASHING 15 INSTALLED, THE FLASHING SHALL BE NOT SIDE WITH 1 /2-ItACH GYPSUM BOARD. R302.1 0 V0 LE55 THAN 0.01 9 -INCH NO. 26 &AGE GALVANIZED SHEET CORRO51ON-RESISTANT 3J FIREBLOOKIN6. IN COMBUSTIBLE CONSTRUCTION, FIRE6LOCKIN6 SHALL BE PROVIDED '0 METAL INSTALLED OVER NOT LE55 THAN ONE LAYER OF MINIMUM 72 -POUND MINERAL- TO GUT OFF ALL CONGEALED DRAFT OPENINGS (BOTH VERTICAL 4 HORIZONTAL) 4 TO N SURFACED NON -PERFORATED GAP SHEET COMPLYING WITH ASTM D 3909, AT LEAST FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORIES, 4 BETWEEN A TOP STORY / THE 1 56 -INCH -WIDE RUNNING THE FULL LENGTH OF THE VALLEY. R527.5.3 ROOF SPADE. - �III 3I ROOF GUTTERS: ROOF GUTTERS SHALL BE PROVIDED WITH THE MEANS TO PREVENT EIREBLOGKINO 5L L-LBEPROVIDEDJN.WOOD-FBAL4ES.ON5TRUOTION IN THE. FOLLOWING I"- 0 THE ACCUMULATION OF LEAVES 4 DEBRIS IN THE GUTTER. R521.5.4 OCNTION59-502 -1-L b VENTS_R 1,6 A. CONGEALED SPACES OF STUD WALL5 4 PARTITIONS, INCLUDING FURRED 5PAGE5 4 TABLE 23C)4.9. 1, UNLE55 NOTED OTHERWIeE. v.p p p D - p SN PARALLEL ROWS OF STUDS OR STAGGERED STUDS, AS FOLLOWS: - 1 REOUIREMENT5: R321.6.2 VENTILATION OPENINGS FOR ENCLOSED ATTICS, ENCLOSED 1) VERTICALLY AT THE GEILIN6 t FLOOR LEVELS. m EAVE SOFFIT SPACES, ENCLOSED RAFTER SPACES FORMED WHERE CEILINGS ARE 2) HORIZONTALLY AT INTERVALS NOT EXCEEDING 10 FEET. -_ _ _ _ _ __ - �- i _ APPLIED DIRECTLY TO THE UNDERSIDE OF ROOF RAFTERS, 4 UNDERFLOOR VENTILATION B. AT ALL INTERCONNECTIONS BETWEEN CONGEALED VERTICAL 4 HORIZONTAL OPENINGS SHALL BE FULLY COVERED WITH METAL WIRE MESH, VENTS, OTHER MATERIALS, SPADES SUCH AS OCCUR AT SOFFITS, DROP CEILINGS 4 COVE CEILINGS. OR OTHER DEVICES THAT MEET THE FOLLOWING REQUIREMENTS: G. CONGEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP 4 BOTTOM OF THE 1) THE DIMENSIONS OF THE OPENINGS THEREIN SHALL BE A MINIMUM OF 1 / 16 INCH 4 SHALL RUN. ENCLOSED SPACES UNDER STAIRS SHALL COMPLY WITH SECTION R302.1. NOT EXCEED 1 /8 INCH. D. AT OPENINGS AROUND VENTS, PIPES, DUCT5, GABLES t WIRES AT CEILING 4 FLOOR Q, , 2) THE MATERIALS USED SHALL BE NONCOMBUSTIBLE. EXCEPTION: VENTS LOCATED LEVEL, WITH FN APPROVED MATERIAL TO RESIST THE FREE PASSAGE OF FLAME 4 IV UNDER THE ROOF COVERING, ALONG THE RIDGE OF ROOFS, WITH THE EXPOSED PRODUCTS OF COMBUSTION. THE MATERIAL FILLING THIS ANNULAR SPACE SHALL SURFACE OF THE VENT COVERED BY NONCOMBUSTIBLE WIRE MESH, MAY BE OF NOT BE REQUIRED TO MEET THE A5TM E 1 36 REQUIREMENTS. O COMBUSTIBLE MATERIALS. N E FOR THE FIR.E�B��LOGKI G OF CHIMNEYS t FIREPLACES, SEE SECTION R 1008.1 R. 5) THE MATERIALS USED SHALL BE CORROSION RESISTANT. LIGHT \/EKTILATION 4 HEATING: N VENTILATION OPENINGS ON THE UNDERSIDE OF EAVES 4 CORNICES: VENTS SHALL NOT BE INSTALLED ON THE UNDERSIDE OF EAVES 4 CORNICES. R321.6.5 EXGEPT10N5: LIGHT. 4 VENTILATIIN III . 1) THE ENFORCING AGENCY MAY ACCEPT OR APPROVE SPECIAL EAVE 4 CORNICE VENTS 1.) ALL HABITAEILE ROOMS SHALL HAVE AN AGGREGATE &LAZING AREA OF NOT LESS 1 (Il THAT RESIST THE INTRUSION OF FLAME 4 BURNING EMBERS. THAN S PERCENT OF THE FLOOR AREA OF SUCH ROOMS. NATURAL VENTILATION 2) VENTS COMPLYING WITH THE REQUIREMENTS OF SECTION R527.6.2 MAYBE SHALL BE THRDU6H WINDOWS, DOORS, LOUVERS OR OTHER APPROVED OPENINGS TO INSTALLED ON THE UNDERSIDE OF EAVES 4 CORNICES IN ACCORDANCE WITH EITHER ONE THE OUTDOOR AIR. SUCH OPENINGS SHALL BE PROVIDED WITH READY ACCESS OR OF THE FOLLOWING CONDITIONS: SHALL OTHERYVI5E BE READILY CONTROLLABLE BY THE BUILDING OCCUPANTS. THE A. THE ATTIC SPADE BEING VENTILATED IS FULLY PROTECTED BY AN AUTOMATIC BLE AREA TO THE OUTDOORS SHA 4 MINIMUM OPENA LL BE PERCENT OF THE FLOOR SHOWER A Y_ VALVE -NOTE: SPRINKLER SYSTEM INSTALLED IN ACCORDANCE WITH SECTION 903.3.1.1 OF THE AREA BEING VENTILATED. PROVIDE INDIVIDUAL CONTROL CBG OR, 2.) ADJOINING ROOMS: FOR THE PURPOSE OF DETERMINING LIGHT / VENTILATION THERMOSTATIC MIXING VALVES, B. THE EXTERIOR WALL COVERING 4 EXPOSED UNDERSIDE OF THE SAVE ARE OF REQUIREMENTS, ANY ROOM SHALL BE CONSIDERED AS A PORTION OF AN ADJOINING PRESSURE BALANCE OR NONCOMBUSTIBLE MATERIAL, OR 16NITION-RE5I5TANT-MATERIALS AS ROOM WHEN AT LEAST ONE-HALF OF THE AREA OF THE COMMON WALL 15 OPEN t COMBINATION VALVE TYPE GPG DETERMINED IN ACCORDANCE WITH 5FM STANDARD 12-7A-5 IGNITION- UNOBSTRUCTED 4 PROVIDES AN OPENING OF NOT LESS THAN ONE-TENTH OF THE 406.8 RESISTANT MATERIAL ! THE VENT 15 LOCATED MORE THAN 12 FEET FROM THE FLOOR AREA (7F THE INTERIOR ROOM BUT NOT LESS THAN 25 5QUARE FEET. III GROUND OR WALKING SURFACE OF A DECK, PORCH, PATIO, OR 51MILAR SURFACE. 5.) BATHROOMS' BATHROOMS, WATER CLOSET COMPARTMENTS 4 OTHER similar BE PROVIDED WITH AGGREGATE 6LAZIN6 AREA IN WINDOWS OF NOT EXTERIOR. COVERING:_ R•✓ 21.7. ROOMS SHALL QUAREF T N- A F LESS THAN 3 5 EE E H L OF WH GH MUST BE OPNHERE . I GENERAL: 8327.7.2 THE FOLLOWING EXTERIOR GO RIN MATERIALS R VE G E L5 AND/O R 'HE GLAZED AREAS A Z D E 5 5H LL NOT BE REQUIRED WHERE ARTIFICIAL LIGHT 1 EXCEPTION 7 L P 4"x b" ASSEMBLIES SHALL COMPLY WITH THISSECTION:EXTERIOR SE WALL COVERING MATERIAL, 1 TSYSTEM R LOCAL EXHAI S A E PROVIDED. THE MINIMUM LOCAL EXHAUST RATES EXTERIOR WALL ASSEMBLY, EXTERIOR EXPOSED UNDERSIDE OF ROOF EAVE SHALL BE 50 CUBIC FEET PER MINUTE INTERMITTENT OR 20 CUBIC FEET PER MINUTE OVERHANGS, EXTERIOR EXPOSED UNDERSIDE OF ROOF EAVE SOFFITS. EXPOSED CONTINUOUS VENTILATION IN ACCORDANCE WITH THE CALIFORNIA MECHANICAL UNDERSIDE OF EXTERIOR PORCH CEILINGS EXTERIOR EXPOSED UNDERSIDEOF R FLOC 'ER 4. GODS, CHAPTER PROJEGTION5, / EXTERIOR UNDERFLOOR AREAS. HEATING: EXCEPTIONS: 1.) EVERY DWELLING UNIT SHALL BE PROVIDED WITH HEATING FACILITIES CAPABLE 1) EXTERIOR WALL ARCHITECTURAL TRIM, EMBELLISHMENTS, FASCIAS !GUTTERS. T MAINTAINING A MINIMUM ROOM TEMPERATURE OF 68'F AT A POINT 8 FEET ABOVE THE 2) ROOF OR WALL TOP CORNICE PROJECTIONS 4 SIMILAR ASSEMBLIES. FLOOR 4 2 FEET FROM EXTERIOR WALLS IN ALL HABITABLE ROOMS. RS03.9 5) ROOF ASSEMBLY PROJECTIONS OVER GABLE END WALLS.. OEILING_ HEI47HT5.i 4) SOLID WOOD RAFTER TAILS 4 50LIP FOOD BLOCKING INSTALLED BETWEEN RAFTERS HAVING MINIMUM DIMENSION 2 INCH NOMINAL HABTAELESPAGE' 5) DECK WALKIN6 SURFACES SHALL COMPLY WITH SECTION R5 21A ONLY. HALLWAYS, BATHROOMS, TOILET ROOMS, LAUNDRY ROOMS 4 PORTIONS OF BASEMENTS b EXTERIOR. WALLS: R321.9.3 THE EXTERIOR WALL COVERING OR WALL ASSEMBLY CONTAINING THESE SPACES SHALL HAVE A CEILING HEIGHT OF NOT LESS THAN 7 FEET. ' SHALL COMPLY WITH ONE OF THE FOLLOWING REOUIREMENTS: R305 m 1) NONCOMBUSTIBLE MATERIAL. EXCEPTION5:. 2) IGNITION -RESISTANT MATERIAL 1.) FOR ROOMS PATH SLOPED CEILINGS, AT LEAST 50 PERCENT OF THE REQUIRED 3) HEAVY TIMBER EXTERIOR WALL ASSEMBLY. FLOOR AREA dF THE ROOM MUST HAVE A CEILING HEIGHT OF AT LEAST 7 FEET 4 NO 4) LOG WALL CONSTRUCTION ASSEMBLY. PORTION OF THE REQUIRED FLOOR AREA MAY HAVE A CEILING HEIGHT OP LE55 THAN 5) WALL ASSEMBLIES THAT MEET THE PERFORMANCE CRITERIA IN ACCORDANCE WITH 5 FEET. THE TEST PROCEDURES FOR A i O -MINUTE DIRECT FLAME CONTACT EXPOSURE TEST SET 2.) BATHROOMS SHALL HAVE A MINIMUM CEILING HEIGHT OF b FEET 8 INCHES AT THE FORTH IN 5FM STANDARD 12-7A-1. CENTER OF THE FRONT CLEARANCE AREA FOR FIXTURES AS SHOWN IN FIGURE ill 1. EXCEPTION: ANY OF THE FOLLOWING SHALL BE DEEMED TO MEET THE ASSEMBLY THE CEILING HEIGHT ABOVE FIXTURES SHALL BE SUCH THAT THE FIXTURE 15 CAPABLE PERFORMANCE CRITERIA 41NTENT OF THI5 SECTION: OF BEING USED FOR ITS INTENDED PURPOSE. A SHOWER OR TUB EQUIPPED WITH A 1) ONE LAYER OF 5/6 -INCH TYPE X 6YP5VM SHEATHING APPLIED BEHIND THE SHOWERHEAD SHALL HAVE A MINIMUM CEILING HEIGHT OF b FEET 8 INCHES ABOVE A EXTERIOR COVERING OR CLADDING ON THE EXTERIOR SIDE OF THE FRAMING. MINIMUM AREA PO INCHES BY 30 INCHES AT THE SHOWERHEAD. 2) THE EXTERIOR PORTION OF A 1 -HOUR FIRE RESISTIVE EXTERIOR WALL A55EMBLY EME,RGENG'Y-ESCAPE- B RESGU.E- DESIGNED FOR EXTERIOR FIRE EXPOSURE INCLUDING ASSEMBLIES USING THE SLEEPING ROOMS ?HALL HAVE AT LEAST ONE OPERABLE EMERGENCY ESCAPE 4 RESCUE GYPSUM PANEL 4 SHEATHING PRODUCTS LISTED IN THE GYPSUM OPENING. R81 O. THEY SHALL HAVE A SILL HEIGHT OF NOT MORE THAN 44 INCHES ABOVE X EN X RI R ALL O RIN 8327 .3.EXTERIOR E.T LOF_E _TE O._W G VE 6 .7 1 WALL COVERINGS SHALL EXTEND FROM THE TOP OF THE FOUNDATION TO THE ROOF, t TERMINATE AT 2 INCH THE FLOOR 4 SHALI- HAVE A MINIMUM NET CLEAR OPENING OF 5.1 SQUARE FEET. b EXCEPTION: GRADE FLOOR OPENINGS SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5 a1 NOMINAL SOLID WOOD BLOCKING BETWEEN RAFTERS AT ALL ROOF OVERHANGS, OR IN SQUARE FEET. THE CASE OF ENCLOSED EAVES, TERMINATE AT THE ENCLOSURE. MINIMUM OPENING HEIGHT: THE MINIMUM NET CLEAR OPENING HEIGHT SHALL BE 24 INCHES. � (V OPENROOF�AVES: R321.1.4 THE EXPOSED ROOF DECK ON THE UNDERSIDE OF MINIMUKOEENIN6_HIDSH: THE MINIMUM NET CLEAR OPENING WIDTH SHALL BE 20 INCHES. UNENCLOSED ROOF EAVES SHALL CONSIST OF ONE OF THE FOLLOWING: 1) NONCOMBUSTIBLE MATERIAL EGRESS: 2) IGNITION -RESISTANT MATERIAL. 1.) AT LEAST ONE EGRESS DOOR SHALL BE PROVIDED. R81 1 THE EGRESS DOOR 5) ONE LAYER OF 5/8 -INCH TYPE X GYPSUM SHEATHING APPLIED BEHIND AN EXTERIOR SHALL BE SIDE -HINGED, 4 SHALL PROVIDE A MINIMUM CLEAR WIDTH OF 32 INCHES COVERING ON THE UNDERSIDE EXTERIOR OF THE ROOF DECK. WHEN MEASURED BETWEEN THE FACE OF THE DOOR 4 THE STOP, WITH THE DOOR 4) THE EXTERIOR PORTION OF A 1 -HOUR FIRE RESISTIVE EXTERIOR WALL ASSEMBLY OPEN 90 DEGFOEES. THE MINIMUM CLEAR HEIGHT OF THE DOOR OPENING SHALL NOT APPLIED TO THE UNDERSIDE OF THE ROOF DECK DESIGNED FOR EXTERIOR FIRE BE LESS THAN 78 INCHES IN HEIGHT MEASURED FROM THE TOP OF THE THRESHOLD TO EXPOSURE INCLUDING ASSEMBLIES USING THE GYPSUM PANEL 4 SHEATHING PRODUCTS THE BOTTOM dF THE STOP. LISTED IN THE GYPSUM ASSOCIATION FIRE RESISTANCE DESIGN MANUAL 2.) THERE SHALL BE A LANDING OR FLOOR ON EACH SIDE OF EACH EXTERIOR DOOR I EXCEPTIONS: THE FOLLOWING MATERIALS DO NOT REQUIRE PROTECTION: THE WIDTH OF EACH LANDING SHALL NOT BE LESS THAN THE DOOR SERVED. EVERY 111 1) SOLID WOOD RAFTER TAILS ON THE EXPOSED UNDERSIDE OF OPEN ROOF EAVES LANDING SHALI- HAVE A MINIMUM DIMENSION OF 36 INCHES MEASURED IN THE IF" HAVING A MINIMUM NOMINAL DIMENSION OF 2 INCH. DIRECTION OF TRAVEL. EXTERIOR LANDINGS SHALL BE PERMITTED TO HAVE A SLOPE 2) 50LID WOOD BLOCKING INSTALLED BETWEEN RAFTER TAILS ON THE EXPOSED NOT TO EXCEED 1/4 UNIT VERTICAL IN 12 UNITS HORIZONTAL (2 -PERCENT). UNDERSIDE OF OPEN ROOF EAVES HAVING A MINIMUM NOMINAL DIMENSION OF 2 B.) STAIRWAYS ?HALL NOT BE LESS THAN Sb INCHES IN CLEAR WIDTH AT ALL POINTS INCH. ABOVE THE PERMITTED HANDRAIL HEIGHT / BELOW THE REQUIRED HEADROOM 3) GABLE END OVERHAN65 4 ROOF ASSEMBLY PROJECTIONS BEYOND AN EXTERIOR HEIGHT, HANDRAILS SHALL NOT PROJECT MORE THAN 4.5 INCHES ON EITHER SIDE OF WALL OTHER THAN AT THE LOWER END OF THE RAFTER TAILS. THE STAIRWAY 4 THE MINIMUM CLEAR WIDTH OF THE STAIRWAY AT ! BELOW THE 4) FASCIA 4 OTHER ARCHITECTURAL TRIM BOARDS. HANDRAIL HEIGHT, INCLUDING TREADS 4 LANDIN65, SHALL NOT BE LESS THAN 31 1/2 m ENGO5ED-ROOF�AVE5A.ROOF -SAVE .SOFFITS: R321.1.5 THE EXPOSED UNDERSIDE INCHES WHERE A HANDRAIL 15 INSTALLED ON ONE SIDE 4 27 INCHES WHERE HANDRAILS OF ENCLOSED ROOF EAVES HAVING EITHER ABOXED-IN ROOF EAVE SOFFIT WITH A N ARE PROVIDEL O BOTH SIDES. HORIZONTAL UNDERSIDE, OR SLOPING RAFTER TAILS WITH AN EXTERIOR COVERING APPLIED TO THE FIRE I�LhLER S•LC.�TEM: 7'- JETTEDTUB5; PROVIDE SERVICE ACCESS PANEL FOR TUB MOTOR I SAFETY GLASS 506OL5 I 26405H rrj/ b TOILET N J m ROOM m n w a PLUMBING NOTES: N '� ,�. TILE T. O :t 1.) EACH PLUMBING FIXTURE 4 FITTING SHALL MEET REDUCED FLOW j d) .. p� FLOOR ~ L-4.0' RATES SPECIFIED IN TABLE 4.503.2. IV III NP Q' •� 2.) WHEN 51NISLE SHOWER FIXTURES ARE SERVED BY MORE THAN ONE } O �&Vy O T.F. 5HOWERHEAD, THE COMBINED FLOW RATE OF ALL THE 1D 4/ a SHOWERHEADS SHALL NOT EXCEED THE MAXIMUM FLOW RATES ~ 0 \4 V $ ti� SPECIFIED IN THE 20 PERCENT REDUCTION COLUMN CONTAINED IN LL N 4 a 2680 $Te? TABLE 4.303.2 OR THE SHOWER SHALL BE DESIGNED TO ONLY Q __ ?O ALLOW ONE SHIOWERHEAD TO BE IN OPERATION AT A TIME. ID EXCEPTION: THE MAXIMUM FLOW RATE FOR SHOWERHEAD5 WHEN 3'-O" -4" 3'-4" STUB `D U51146,TTHE CALCULATION METHOD SPECIFIED IN 5ECTION 4.303.1, ITEM 2.15 2.5 GPM o 80 1151. *_ ____.. - - G; It 9.) PLUMBING FIXTURES (WATER CLOSETS AND URINALS) AND HB FITTINGS (FAUCETS AND SHOWERHEADS SHA M T FO KING (F ) LL MEET HE 0 FO TOWEL MASTER BATH T ui K J '0 STANDARDS REFERENCED IN TABLE 4.503.3. BA o aa•• TILE LOOR L L 0 1 4.) A 4' DRAIN 15 REQUIRED FOR BUILDINGS PROVIDING MORE THAN I b O O t- THREE WATER CLOSETS PER 2015 OPG TABLE 7-5 FOOTNOTE 4. 1 1 t• N SRANITE •36' In . F O 5D 1 X TOP 45PLASH It v 5H ER j " DRYER EXHAUST: SHOWER VALVE NOTE: EXHAVSTDUGTS: ♦ PROVIDE4 MIN. MOISTURE TILE TO 72 "0 dJ PROVIDE INDIVIDUAL CONTROL TERMINATE F\J- a 2g /MAX dl � NB EXHAUST DUG7 WITH BACK- THERMOSTATIC MIXING VALVES, OUTSIDE OF THE 80 P51 LANDINGS: DRAFT DAMPER. THE BUILDING W/ 'L THE LANDING Al Al, EXTERIOR MAXIMUM LENGTH FOR THE PRESSURE BALANCE OR BAGK-DRAFT COMBINATION VALVE TYPE. GPG 2880 DOORWAY SHALL NOT BE MORE THAN DRYER EXHAUST DUCT IS 408.5 DAMPERS. 2 SHELVES7.75 INCHES BELOW THE TOP OF THE 14 FEET IN/ 2 ELBOWS. 4 2 POLES THRESHOLD, PROVIDED THE DOOR, I OTHER THAN AN EXTERIOR STORM OR 4"X 6" - .z L-1 1.1 5 O SCREEN DOOR, DOES NOT SNN6 ry I OVER THE LANDING. G WINDOW Q m ry m " N zi 4i ryp W.1" CLOSET _ "B 26505H 5050FX 26505H 30405H0 I 6 4020L5 N 5050L5 y.69 Yw CARPET FLOOR HVAC.GONDU_NIL'. O SEE ENVIRONMENTAL O K E LAUNDRY Z NOTES 1-54 12. ti) O • O SINK E SHOW SEE ELECTRICAL CN (0 0 6"X b" 111 m 0 0 TI T 2' PROVIDE 1 BEDROOM WINDOW WITH A NOTE 32 4 B ENVIRONMENTAL O BUILT-IN MIN. NET CLEAR V FL F F :� OPENING 5.7 SOFT. N 2 ® 51 QUALITY NOTE 1 7. IRONIN N a G SRA VE UY � EXCEPTION DE FLOOR OPEN NG N N 5 TY GLA55 BOARD CAN HAVE A MIN. NET CLEAR OPENING HVAC: j � b PORCH 0 1 OF 5.0 SOFT. CONCRETE SLAB LOOR �I BACKING SILL_HEI6HI: MAX 44' ABOVE FLOOR AT THE TIME OF ROUGH INSTALLATION OR STUCCO WALLS 4 LG. >" F W,AR OR TOWEL L41N.OPENING HEIGHT: 24'. DURING STORAGE ON THE CONSTRUCTION 51TE 2 SHELVES 0 40 0 Fi --.?B 6' C u1 a44'4 2 POLES Q 0 W TOP 4 SPLASH WJ MIN.OPENIN6Y11PTH: 20' AND UNTIL FINAL STARTUP OF THE HEATING LL. L. L 0 II AND COOLING EQUIPMENT, ALL DUCT AND N p S S Z P N j LAUNDRY z 1- OTHER RELATED AIR DISTRIBUTION ,O Jryry I S�,O I ,O NOOK d COMPONENT OPENING55HALL BE COVERED z QAo 1 L-8. I. @ G I z T FLOOR L TILE FLOOR J TP. 4• L-1 4.0' WITH TAPE, PLASTIC, SHEET METAL OR OTHER fV s N - ILSBATH b () q 0 - < - $ IN METHODS. 8'-8" 6'-8• � yy b 0 � m i p a s TILE - BEDROOM 4 (i I _ 30605H 6060FX 30bOSH m - 0 7 - - - - - - - WA ER � ,r FLOOR CARPET FLOOR - SP E F ® SEE ES 1-14 4 MENTAL B NOTES 1-9 1 12. O I1 [ l(1 PROVIDE 1 BEDROOM WINDOW WITHAMIN. I rF DR R- _ GONG STOOP NET CLEAR OPENING OF 5.7 SOFT. EXCEPTION_: E TO p D ° (MIN, 36" IN GRADE FLOOR OPENING CAN HAVE R MIN. NET I I U IDE G A IT"61 I ' DIRECTION CLEAR OPENING OF 5.0 SQFT. REELA__GE: A R T P SPLASH p SILL HEIGHT: MAX 44' ABOVEFLOOR INFIRM DIMENSIONS I D p. OF TRAVEL) MIN,OPENINGHEIGHT:24'. 2880 2880 I , S Z MIN..O NINE J^11DTN: 20' IRDINAIR I NOTE- "� �QA� ° D � Q Jry b BI -PASS DOORS PUT PROVIDE 100 y b G (..-4.0' Q b 664 65 I SQ INCHES OF HALL O 6080 C9 u .r A SIDE VENT GEILIN6 BREAK NOTE:_ SPECIAL VENTING 15 VENT a LAUNDRY TILE FLOOR N �' b yy r.EQUIRED FOR ISLAND SINKS. ROOM DOOR � 3080' S_ I E,EE 2013 GPG rloN 9 . n b CLOSET R MFG. SPECS 6 COMPLY .SEC 09. I 2 SHELVES WITH U.S. EPA PHASE II EMISSION LIMITS. _ _ _ 2880 ry ! 2 POLES 1 /2 LITE '1 Ip MASTER BEDROOM I GABF REPLACE SHALL BE DIRECT -VENT I (� SEALED -COMBUSTION TYPE. I 6" WALL SAFETY Q) Q CARPET FLOOR FIREPLACES SHALL ALSO COMPLY WITH EATING BAR ♦42" --i GLA55 Q �J 6 L-4.0' SEE ENVIRONMENTAL APPLICABLE LOCAL ORDINANCES. I 50g I DOOR T% NOTES 7-9 4 12 I WH 50 GAL,.AS. WATSR1iEATER: 4"xb" / I < I O ,ID' HISR PLATFORM WI TN/T. VALVE WIT. DISCHARGE TO / BM' OUTSIDE W/8EI$MIC %TRAP%TOP AND BOTTOM, THE I, GREAT ROOMSTRAPS III3'-I, 5'-6• 6'-Y" of ROOFAT09E4'DE ARRIE MO.1M.CUL KCA $ � O BOOP AND PROVIDE BARRIER PROM VE.ILVLAR OAMA6E �� RE51 EOTRFLOOR I 1.8 GPM TOP 4 SPLASH• $T6 6 RAISELEILING.12' /6 SEE ENVIRONMENTAL O 60 PSI I INID 2'-6" TYPICAL I NOTES 10-1 2. I I DBL SINK ! . 12'-(p' 4'-O" 8'-O" 1"i O DIMENSIONS - I rII DISPOSAL a � - - - -L _G )HATER HEATER NOTES: L-3.0' 1.) AN AUTOMATIC RESIDENTIAL FIRE SPRINKLER 5YETEM SHALL BE INSTALLED. R315 HIS TOILET _1 1VD_4_DWVCYcrt /�uuv' UNDERSIDE OF THE RAFTER TAILS, SHALL BE PROTECTED BY ONE OF THE FOLLOWING: TILE TO .'12* j 1) NONCOMBUSTIBLE MATERIAL. EXCEPTION: AN AUTOMATIC RESIDENTIAL FIRE SPRINKLER SYSTEM SHALL N07 BE ; 2) IGNITION -RESISTANT MATERIAL REQUIRED FOR ADDITIONS OR ALTERATIONS TO EXISTING BUILDINGS THAT ARE NOT .2B o 2 GPM a 80 P51 j ALREADY PROVIDED WITH AN AUTOMATIC RESIDENTIAL SPRINKLER SYSTEM. RS 1 3.2 10 LUG 0 SAFETY GLASS ENCL / 3) ONE LAYER OF 5L5 -INCH TYPE X GYPSUM SHEATHING APPLIED BEHIND AN EXTERIOR N �� COVERING ON THE UNDERSIDE OF THE RAFTER TAILS OR SOFFIT. 2J WHERE INSTALLED, RESIDENTIAL FIRE SPRINKLER SYSTEMS, OR PORTIONS THEREOF, 1 In T.P. 4) THE EXTERIOR PORTION OFA 1 -HOUR FIRE RESISTIVE EXTERIOR WALL A55EMBLY SHALL BE IN AGGOFtDANGE WITH NEPA 1 90 OR SECTION 8313. a Q I APPLIED TO THE UNDERSIDE OF THE RAFTER TAILS OR SOFFIT INCLUDING ASSEMBLIES RMS; BARKING - U51NG THE GYPSUM PANEL 4 SHEATHING PRODUCTS LISTED IN THE GYPSUM SMOKE RLP_s 'D 2 FOR TOWEL wr 1 J SMOKE ALARM6 SHALL BE INSTALLED IN THE FOLLOWING LOCATIONS R51 4: 10 I BAR a 44' BAT 0 A550GIATION FIRE RESISTANCE DESIGN MANUAL. A. IN EACH SLEEPING ROOM. R314.5. 1 } O TILE FL OR 5) BOXED -IN ROOF SAVE SOFFIT ASSEMBLIES WITH A HORIZONTAL UNDERSIDE THAT H SEPARATE SLEEPING AREA IN THE IMMEDIhTE VICINITY OF THE 10 ~ a MEET THE PERFORMANCE CRITERIA IN ACCORDANCE WITH THE TEST PROCEDURES SET B. OUTSIDE EACH W FORTH IN 5FM STANDARD 12 -7A -S. BEDROOMS. P-5 14.3 IN N EXCEPTIONS: THE FOLLOWING MATERIALS DO NOT REQUIRE PROTECTION: 2J WHEN MORE THAN ONE SMOKE ALARM 15 REQUIRED TO BE INSTALLED WITHIN AN Q N TOP 4 SPLASH 1) CABLE END OVERHANGS 4 ROOF ASSEMBLY PROJECTIONS BEYOND AN EXTERIOR INDIVIDUAL DWEL.LING UNIT THE ALARM DEVICES SHALL BE INTERCONNECTED IN SUCH A •O N IE ACTUATION OF ONE ALARM WILL ACTIVATE ALL OF THE ALARMS IN H WALL OTHER THAN AT THE LOWER END OF THE RAFTER TAILS. MANNER THAT Th -I $ OL 5 6P THE INDIVIDUAL UNIT. 8314.5 a ST ? 60 I p 2 FASCIA 4 OTHER ARCHITECTURAL TRIM BOARDS. 43 3.) SMOKE ALARM? SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING ? /1' O EXTERIOR PORCH GEILIN65: 8327.7.6 THE EXPOSED UNDERSIDE OF EXTERIOR PORCH PROVIDED THAT SUGN WIRING IS SERVED FROM A COMMERCIAL SOURCE !SHALL BE MIRROR CEILINGS SHALL BE PROTECTED BY ONE OF THE FOLLOWING: BATTERY BACKUP. 8914.4 1) NONCOMBUSTIBLE MATERIAL EQUIPPED WITH A EXCEPTIONS: 5NIOKE ALARMS ARE PERMITTED TO BE SOLELY BATTERY OPERATED IN 2) IGNITION-RE515TANT MATERIAL. EXISTING BUILDINGS WHERE NO CONSTRUCTION IS TAKING PLACE. 2 SHELVES 9 ONE LAYER OF 5/8 -INCH TYPE X GYPSUM SHEATHING APPLIED BEHIND THE EXTERIOR ��1 4 2 POLES COVERING ON THE UNDERSIDE OF THE CEILING. E CARBON Mc2NOXIDE_ALARM5 - a 4) THE EXTERIOR PORTION OF A 1 -HOUR FIRE RESISTIVE EXTERIOR WALL ASSEMBLY 1 J FOR NEW CONSTRUCTION, AN APPROVED CARBON MONOXIDE ALARM SHALL BE ry CLOSET APPLIED TO THE UNDERSIDE OF THE CEILING ASSEMBLY INCLUDING ASSEMBLIES USING INSTALLED IN DWELLING UNITS / IN SLEEPING UNITS WITHIN WHICH FUEL -BURNING 2880 THE GYPSUM PANEL 4 SHEATHING PRODUCTS LISTED IN THE GYPSUM ASSOCIATION FIRE APPLIANCES ARE INSTALLED 4 I DWELLING UNITS THAT HAVE ATTACHED GARAGES. RESISTANCE DESIGN MANUAL 6080 8315. 5) PORCH CEILING ASSEMBLIES WITH A HORIZONTAL UNDERSIDE THAT MEET THE 2J CARBON MONOXIDE ALARMS REQUIRED BY SECTIONS 8315.1 1 R515.2 SHALL BE SHOW ERyALYUAL CO E: BI -PASS DOORS PERFORMANCE CRITERIA IN ACCORDANCE WITH THE TEST PROCEDURES SET FORTH IN INSTALLED IN THE FOLLOWING LOCATIONS: PROVIDE INDIVIDUAL CONTROL SFM STANDARD 12-7A CTUR B. A. OUTSIDE F EACH SEPARATE DWELLING UNIT SLEEPING AREA IN THE IMMEDIATE THERMOSTATIC MIXING VALVES PROVIDE 1 BEDROOM WINDOW WITH A MIN. EXCEPTION: ARCHITECTURAL TRIM BOARDS. VICINITY OF TOE BEDROOM(5). PRESSURE BALANCE OR NET CLEAR OPENING OF SJ SOFT. EXGEPTJON: EXTERIOR WINDOWS Q_DOORS_SEGTION R3 21_8- B. ON EVERY LEVEL OF A DWELLING UNIT INCLUDING BASEMENTS. COMBINATION VALVE TYPE. CPG CLEAR OPENING OF SIO SOFT. A MIN. NET EXTERIOR 6LAZIN6: 8327.5.2 THE FOLLOWING EXTERIOR GLAZING MATERIALS AND/OR 51LL11EIGHT: MAX 44' ABOVE FLOOR ASSEMBLIES SHALL COMPLY WITH THIS SECTION: MIN,OPENING HEIGHT: 0' 1) EXTERIOR WINDOWS. MIN, OPFNING!^11DTN: 20' 2) EXTERIOR GLAZED DOORS. 3) GLAZED OPENINGS WITHIN EXTERIOR DOORS. 4) GLAZED OPENINGS WITHIN EXTERIOR 6ARAGE DOORS. b W -O" S' -O" 5) EXTERIOR STRUCTURAL 6LA55 VENEER. � L-16.0' EXTERIOR NINDOWS_4 EXTERIOR GLAZEDOOOR. ASSEMBLY_REQUIREMENT5: 8327.5.2.1 6..L EXTERIOR WINDOWS 4 EXTERIOR GLAZED DOOR ASSEMBLIES SHALL COMPLY WITH ONE W BEDROOM 02 OF THE CARPET FLOOR FO 6E CONSTTRUCTED OF MULTI -PANE 6LAZIN6 WITH A MINIMUM OF ONE TEMPERED PANE 4"X6" SEE ENVIRONMENTAL S de MEETING THE REQUIREMENTS OF SECTION 2406 SAFETY GLAZING, OR \'-, 5 NOTES 7-9 1 1 2. 2) BE CONSTRUCTED OF GLASS BLOCK UNITS, OR F G ,r-j.H. .G. S. �t.YY. I,�H.O. __ 5D t 6 S) HAVE A FIRE -RESISTANCE RATING OF NOT LE55 THAN 20 MINUTES WHEN TESTED \ O ACCORDING TO NFPA 257, OR TYP. `STV G 4) BE TESTED TO MEET THE PERFORMANCE REQUIREMENTS OF SFM STANDARD _ %S 12-'7A-2. EXTERIORDOORS: R521.5.5 EXTERIOR DOORS SHALL COMPLY WITH ONE OF THE nPR _FOLLOWING:\1) THE EXTERIOR SURFACE OR CLADDING SHALL BE OF NONCOMBUSTIBLE OR 16NITION- ROKE ]R �� ` P.T./RESISTANT MATERIAL, OR 21 SHALL BE CONSTRUCTED OF SOLID GORE WOOD THAT COMPLYWITH THE FOLLOWING ARGk _ REQUIREMENTS A. STILES t RAILS SHALL NOT BE LE55 THAN 15/5 INCHES THICK b 4 50 OLE, B. RAISED PANELS SHALL NOT BE LE55 THAN 1 114 INCHES THICK, EXCEPT FOR THE QEI TVP. SD 1 ry D 4• S ya EXTERIOR PERIMETER OF THE RAISED PANEL THAT MAY TAPER TO A TONGUE NOT OUN E�� T, N 4gmry L-4.0' ST G LESS THAN 5/6 INCH THICK TOP y @ �] 5) SHALL HAVE A FIRE -RESISTANCE RATING OF NOT LESS THAN 20 MINUTES W HEN y N8 TESTED ACCORDING TO NFPA 252. 4) SHALL BE TESTED TO MEET THE PERFORMANCE REQUIREMENTS OF SFM STANDARD 1 2 -'TA- 1. EXTERIOR DOOR GLAZING: R521.5.5.1 GLAZING IN EXTERIOR DOORS SHALL COMPLY WITH SECTION 708A2.1. THE NAG:. N6 SUR N_RS2'L9 THE WALKING SURFACE MATERIAL OF DECKS, PORCHES, BALCONIES 1 STAIRS SHALL COMPLY WITH THE REQUIREMENTS OF THIS SECTION. INHIFREREOUIRED: R321A.2 THE WALKING SURFACE MATERIAL OF DEGK5, PORCHES, BALCONIES 4 STAIRS SHALL COMPLY WITH THE REQUIREMENT5 OF THI5 SECTION WHEN ANY PORTION OF SUCH SURFACE 15 WITHIN 1 O FEET OF THE BUILDING. DEGKING_5VRFAGE5: R321A.5 THE WALKIN6 SURFACE MATERIAL OF DEGK5, PORGHE5, BALCONIES 4 STAIRS SHALL BE CONSTRUCTED WITH ONE OF THE FOLLOWING MATERIALS: 1)IGNITION-RESISTANT MATERIAL THAT COMPLIES WITH THE PERFORMANCE REQUIREMENTS OF BOTH SFM STANDARD 12-7A-4 4 SFM STANDARD 12-7A-5. WALKWAY V FLOOR PLAN STRUCTURAL NOTES: p p D p 1J SEE TYPICAL NOTE SHEET SN AND TYPICAL DETAIL 7 7 v p D. Q NOTE: HOLD TOP OF 3) NONCOMBUSTIBLE MATERIAL b I 'a UNLESS NOTED OTHERWISE STANDARD 12 -7 A -4A WHEN ATTACHED EXTERIOR WALL COVERING 15 AL50 EITHER 1 FLOOR PLAN NONCOMBUSTIBLE OR IGNITION -RESISTANT MATERIAL In EXCEPTION: WALL MATERIAL MAYBE OF ANY MATERIAL THAT OTHERWISE COMPLIES • 201 3 CALIFORNIA MECHANICAL GODS (CMC), WITH THIS CHAPTER WHEN THE DECKING SURFACE MATERIAL COMPLIES WITH THE w PERFORMANCE REQUIREMENTS A5TM E 84 WITH A GLA55 B FLAME SPREAD RATING. zp W • 201 3 CALIFORNIA PLUMBING GODS (GPG), FLOOR PP _ANNOTES: 0 1 1 W.U.I. NOTES p 17ESI6"OrHELRS SEPP.RATE_P__ERMIT FOUIRED. III • 201 3 CALIFORNIA ELECTRICAL GODS (CEG), 1.) THIS PLAN SHALL COMPLY <.` In REQUIREMENTS OF BOTH SFM STANDARD 12-7A-4 4 SFM STANDARD 12-7A-5. WALKWAY V FLOOR PLAN STRUCTURAL NOTES: p p D p 1J SEE TYPICAL NOTE SHEET SN AND TYPICAL DETAIL 7 7 v p D. 2) EXTERIOR FIRE RETARDANT TREATED WOOD. NOTE: HOLD TOP OF 3) NONCOMBUSTIBLE MATERIAL WINDOWS AT 8'-O". 4) ANY MATERIAL THAT COMPLIES WITH THE PERFORMANCE REQUIREMENTS OF SFM UNLESS NOTED OTHERWISE STANDARD 12 -7 A -4A WHEN ATTACHED EXTERIOR WALL COVERING 15 AL50 EITHER 1 FLOOR PLAN NONCOMBUSTIBLE OR IGNITION -RESISTANT MATERIAL In EXCEPTION: WALL MATERIAL MAYBE OF ANY MATERIAL THAT OTHERWISE COMPLIES • 201 3 CALIFORNIA MECHANICAL GODS (CMC), WITH THIS CHAPTER WHEN THE DECKING SURFACE MATERIAL COMPLIES WITH THE w PERFORMANCE REQUIREMENTS A5TM E 84 WITH A GLA55 B FLAME SPREAD RATING. zp LVJI II HEIGHT 1 EI'PLATE 0 v� v< � y HEIGHT 9' PLATE VA 1':2' PLATE �; HEIGHT \ HEIGHT "\ v A `11 9 ` � . 1\ \1\11I 9' PLATE \\ \ \ \ HEIGHT - v - - v ' I \11��, V A. -_ vowA �'� 9' PLATE i I I -- �� vv HEIGHT : I 9'PLATE HEIGHT \\"\ ; 12'PLATE HEIGHT ys ° ° SCALE: 1/1&"- 1'-O' 9 II KITCHEN c - .. GARAGEN1OTE 5: PROVIDE THE FOLLOWIN6: 1)PRIVAR 6ARA6eD ARE lO Be SEPARATED PROM THE CHI AND 1) UNOBSTRUCTED 120v RECEPTACLE WTIN B'. ATTIC BY 1/2 -MGM 6YFSUM BOARD TILE FLOOR ])L .CFY..rN VENT. OR TYPE B Ne.r W/ STRAIGHT ME SMOEN ]) HASRAINM YALE ABOVE A 6ARA6E MUST Be SEPARATED BY E/S-MGM II OV PE TERMNATION+ WHERE MAIM HEATER IB METALLED ME X6YP%UN BOARD. B) CONDENSATE DRAIN NO MORE THAN]' HISHM THAN TOE BASE OF THE 5) DOORS BETWEEN THE OVAL,, 6. 6ARAGE B REIM90 TO BE I S/S MGN REF SPACE BI WATER HEATER THAT ALLOWS NATURAL OF....9 WROOUT PUMP / A551%TANGS TXILK, GOLIO CORE WOW, SOCIO CORE STEEL. MOHEYLOMB Gd[e STEEL II W/ H2O HOOKUP OR A DOOR WRO A ]O WRITE FIRE PROTECTION MMIC. ANO Be'MR- ,I 0/01/m A)6A5 SLYPLY LME W/ A CAPACITY OF AT LEAST]OOOOO BTU/HR CLOSING RSELF-LATLHMG S) FROV Ve SEISMI'. BRACING FOR W/H AT LOCATIONS EOUAL TO THE TOP R wT PENETRATE THE SEPARATION MUST BE A ") CULTS IN THE 6ARAGE N BOROM I/90FITS VERTICAL DIMENSION STRAP SMALL SEAMIILM4' MMIMVMOF]b GAUGE STEEL WRN NO OPEHM65MTHE 6ARAGE. Q SAS RAN6E ABOVE CONTROLS. O W/HOOD b1 GOMBINATON PRE55URE RTEMPEM1ATURE RELBF VALVE TO DUT510E YV 5) SUPPORTING ELENII eF SEPARATION ARE NO LONGER REOURED TO BE PROTECTED, UNTNREADEO RPE PALING DOWNWARD BETWEEN 6'TO ]1' ABOVEIn I AROUND. TALL XOT WATM BUMLY PIPING!/4D. GREATER SXALL BC MSVLATED. 0 O ATTIC 11 0 pIn '� (42m PROVIDE UNOBSTRUCTED,50LID pp S)ALL HOT WATER MNN6 SURPLYIN6 THE KrTCMN SHALL BE N%w.TEMCEG a Q FLOOR NOT LE55 THAN 24' WIDE x 11 CO ry j IEoow] VI a ry LE55 THAN 20' IN LENGTH, FROM n SECTIO TO HVAC UNIT. 2013 GMG I I -' b THREE GAR GARAGE GARAGE SECTION 904.11.5. PANTR 1 - I I TILE FLOOR N CONCRETE SLAG FLOOR DOOR SHEETROGK WALL5 t DLG. OPENER 11 GNCLVC9 - - - - - - - � 12' WALLS ' I I 90'WALLNICHE w L GARAGE I I 2000AMP55 RVIIGE I DOOR 8b' CLEAR OF Q `s j DOOR OR WINDOW I HALL n < OPENER I I 481H MIN. - 75' MAX. a CARPET FLOOR y - - - - - - - - - I I �cn"EIRxLosenoN� £ 9_2- 5_6. ---- I I �. 80 ryVi 2 SHELVES I 10 I I I HIS b ! 2 POLES .. ENTRY " CLOSET WOOD OR I I sr�R< It DINING ROOM _ RESILIENT FLOOR I I Q EEENVIRONMENTALGARAGE O R : - - - - - - - 5 _D O.__5_ 6080WOOD OR � - _, BI -PASS DOORS NOTES I0-12. I 1)HOLDON APRON 5/D. BACK 50 y"A6EFLOT POOR - RESILIENT FLOOR 4"X 6" LANDS ON APRONS/4'BELOWbRA6EFLOOR pD j -I SEE ENVIRONMENTAL 10080 2)FINISHED NHE15H DOOR TO BE 1' < J SHORTER IN HEIGHT I Y NARROW R THAN WIDTH < NOTES 10-12. ° 7 p INSTALL a OF 6ARAGE DOOR ZE,BLOCKI ° p 'S d a GJ"�J9 I $T(/O D) FROMEADEPI R TO A M NIIMUM OFN5 AT E 4' ABOVE TOP 1.' - TER OF DOOR p - ° . - 7 BACKFLO WREMOVABLE 4"Xb" OP DOOR PROVIDE KEYLESS O' PREVENTION a 4'-b" 7'-2' 2'-8" BALLOON FRAME - - - - - - - - - - - E7NTRY TOUCHD7 PAD p DEVICES. CPC 603 R\ BEDROOMS2 j AT HATCHED WALLS v Po p p b `6"x b" CARPET FLOOR y15�p �� 1 6 OFX T308001 X 1680FX O S�Zp 46 S ,y D D 16080 p p ° D 4« SSZ p D v yy DS SEE ENVIRONMENTAL 1 �-A 1 N Sj, D T p A� I NOTES 7-9 4 12. PO 1 3 SAFETY GLASS m p S L-3.5' e� p p 2� m L-4.0 v B N p I m PROVIDE 1 BEDROOM WINDOW WITH A MIN. SD2 "(� 26¢pOSH HIS 4060FX 26605H p p D p p p y @ p D D p D NET CLEAR OPENING OF 5.7 SOFT. EXCEPTION: 7 p p GRADE FLOOR OPENING CAN HAVE A MIN. NET a p p � p CLEAR OPENING OF 5.0 SOFT. 40 6"xb" p D D p V _D ° D ° V Dv ' 51LLAE16HT+ MAX 44' ABOVE FLOOR MJN OPENNG_H916HT: 24'. �i0 L-8.0' p v V . v D p p D .. v Dv v KIN -IN DTH: 20' PORCH v 7 - D V CONCRETE °' v° p O It GONGRETE SLAB FLOOR p° - -v I DRIVEWAY p D p p ° ° p P O 5060L5 7/8' 5 GOAT STUCCO D 'p D 1 JryryO 4« SS yo WALLStDLG. i p v o p p v ��� L-4.0' @O SD 1 5 7 p p _ D D [/ ° p v D p p p pv 7 p D p ° v 4p V ° v p � TYR I ?//// O' D p p D 5T000O GOVERED_FOAMSRJM ARCHED OPENING L C, - p v D p p ° ° v D SEE EXTERIOR ELEVATIONS 11 wQ. -LANDINGS; - p D p p v - - p p p czI Fi 1. THE LANDING AT AN EXTERIOR ° ° p V L p DOORWAY SHALL NOT BE MORE THAN D D D p p _ D p p -L15 INCHES BELOW THE TOP OF THE - V p D D - p D p - ��•� p D p /Q��� THRESHOLD, PROVIDED THE DOOR, p V p " - p p p D gC p Q OTHER THAN AN EXTERIOR STORM OR p p v D D p p ln,P Q' SCREEN DOOR, DOES NOT 511N6 - V1p - D D D A OVER THE LANDIN6. p 7 p 7> 7,_2. 5,_b. 11_8. p V 01. ._0. 1,-8. 5,-8. T-4' 7p p 11 -9• p p - 12,_31, .LT_0. ° v -7-Ip ARCH El 30"x42" WHILE EVERY ATTEMPT HAS BEEN MADE IN THE PREPARATION OF THIS PLAN TO AVOID MISTAKES, THE MAKER CANNOT GUARANTEE AGAINST HUMAN ERROR BUILDIN6 CONTRACTOR / HOME OWNER TO REVIEW AND VERIFY ALL DIMENSIONS, SPECS, AND CONNECTIONS BEFORE CONSTRUCTION BE6IN5. DRAFTN6 BY. I t''' Ynr (550)891-0565 19 YCAMORC )ALLEY ROAD CNILO, CALPORNIA 95975 LYNNBMITH620ATT.NCT CNCR6Y GALOS BY: ``' ,Or GLD OEN GUN -4 I.-PlemNs ' MAX ',,` RAMIREZ JERRY TUCKER GENERAL GONTRAGTOR (580) 895-1 9"19 11 I a o� 11 Q--QVESS;c,10 Q� I K.6 l� I;' J W 'rNO. 75610 I' z' * . 6/TO/'6' * Jj CIV1� y4: q/F0 CAI�`CQJ 1/15/2016 THESE PLANS PA'V'E BEEN REVIENIEb ONLY FOR COMPLIANCE WITH ATTACHED STRUCTURAL CALCULATIONS. THE ENGINEER'S STAMP ON THIS PLAN 15 VALID ONLY WITH A LETTER SIGNED BY THIS ENGINEER FOR EACH UNIQUE BUILD. 12,_6. - 14,_4- 13,_0. D V p2_' - ° D v o - p. 14'-p• D p D FNW- N ITT D 92'-0. 7 D _ p p D p D D, z O T D p ND p. p p p P p -Az CIL _j W p N F tu CONCRETE D p D pD - p °D 7 D D D ¢ Q O THI5 PLAN TO COMPLY WITH THE_FOLLOWINO: • 201 3 CALIFORNIA BUILDING CODE (GBG), WALKWAY V FLOOR PLAN STRUCTURAL NOTES: p p D p 1J SEE TYPICAL NOTE SHEET SN AND TYPICAL DETAIL 7 7 v p D. T vD p D 7 ° p -pD p MPLIANCE O SHEET INDEX • 2015 CALIFORNIA RESIDENTIAL CODE (CRC), SCALE: 1/4"- 1'-O" T V 1 FLOOR PLAN - D ° In S_ • 201 3 CALIFORNIA MECHANICAL GODS (CMC), 1T < m w D, p zp W • 201 3 CALIFORNIA PLUMBING GODS (GPG), FLOOR PP _ANNOTES: 0 1 1 W.U.I. NOTES p 17ESI6"OrHELRS SEPP.RATE_P__ERMIT FOUIRED. III • 201 3 CALIFORNIA ELECTRICAL GODS (CEG), 1.) THIS PLAN SHALL COMPLY <.` In QV p - ° p 7 7 O 3.) N • 201 3 CALIFORNIA FIRE CODE (CFC), REQUIREMENTS OF THE 20 N N HIND WE 5; D In < 0 ° � INT[? W STaCONSULTI DEPARTMENT PRIOR TO FINAL INSPECTION. 5J 0 v p ° 3 p -I ILI 0 V_} 4J UJ v V TED Y' 1T FRAMING SHALL BE PRESSURE TREATED WITH TREATMENT PROGE55 AND ACL Uj m CONSTRUCTION TYPE: In wtV l.l WE 0 V0 D ° v S ° ELECTRICAL PLAN • CONSTRUCTION TYPE 15 VB IL OTHERYNI56 EXTERIOR WALL$: 2"X6" DF 5TUD5 O 1 b" G/G N ACCORDIN5 TO MFR'S WRITTEN GUIDELINES. ALL STRUCTURAL MEMBERS SHALL BE FASTENED IN - D ° 5 D p 6 D M< W lin4 IR SPAIN G�L�RS: 5UMMI STRUCTURAL DESIGN - STRUCTURAL ENGINEER .. :,-L49II RIO LUDO AV ENUEx200,OH10O0A95926 (550) 592-4401 WORK N PPI' LYNN SMITH - DRAFTINI I �"I11199 SYCAMORE VALLI Y ,"1 CHICO, OA 95975 GOMPLIAN�E WITH 201 3 GBG FASTENING SCHEDULE, I"- 0 ' - •REQUIRED EMAIL ADDRESS: KAvIla0446YahOO.6Om 12,_6. - 14,_4- 13,_0. D V p2_' - ° D v o - p. 14'-p• D p D FNW- N ITT D 92'-0. 7 D _ p p D p D D, z O T D p ND p. p p p P p -Az CIL _j W p N F tu CONCRETE D p D pD - p °D 7 D D D ¢ Q O THI5 PLAN TO COMPLY WITH THE_FOLLOWINO: • 201 3 CALIFORNIA BUILDING CODE (GBG), WALKWAY V FLOOR PLAN STRUCTURAL NOTES: p p D p 1J SEE TYPICAL NOTE SHEET SN AND TYPICAL DETAIL 7 7 v p D. p vD p D 7 ° p -pD p MPLIANCE 13 w z F 00 w SHEET INDEX • 2015 CALIFORNIA RESIDENTIAL CODE (CRC), SCALE: 1/4"- 1'-O" p p p p - p SHEETS ED 1-5D2 FOR ADDITIONAL INFORMATION. D D ° V - p v 1 FLOOR PLAN - D ° SEE DETAIL. C,/5D 1 FOR TYPICAL STUD WALL L D i 0_ • 201 3 CALIFORNIA MECHANICAL GODS (CMC), 2.) TYPICAL MINIMUM BEARING WALL FRAMING U.N.O.: p 1 GENERAL NOTES D, p E ELEVATION AND TYPICAL WALL OPENING SCHEDULE. • 201 3 CALIFORNIA PLUMBING GODS (GPG), FLOOR PP _ANNOTES: - p - o 1 W.U.I. NOTES p 17ESI6"OrHELRS SEPP.RATE_P__ERMIT FOUIRED. 4.) • 201 3 CALIFORNIA ELECTRICAL GODS (CEG), 1.) THIS PLAN SHALL COMPLY ITH THE p - EXTERIOR WALL: 2X6 DF STUD AT 16'O.G. p v p D - V 1 PLATE HEIGHTS p - ° p 7 7 O 3.) LIVABLE: • 201 3 CALIFORNIA FIRE CODE (CFC), REQUIREMENTS OF THE 20 3 GRG �EGTION 8321 D INTERIOR ryALLS: 2X6 DF STUD AT i 6"0.C,. ° v 2 FOUNDATION PLAN V - ° p OCCUPANCY GROUP: ° � INT[? W STaCONSULTI • 2015 CALIFORNIA ENERGY CODE _/� p. SEER/JVICF,S p p v FOR THE WILDLAND-URBAN INTERFACE. - p REVIEWED FOR ODE C MPLIANCE D p D - v ° 2 GENERAL NOTES (CONT) • 201 3 CALIFORNIA GREEN BUILDINGS STANDARDS CODE 2.) AUTOMATIC RESIDENTIAL FIRE SPRINKLERS ARE 3J SEE DETAIL. C,/5D 1 FOR TYPICAL STUD WALL -p D 2 GAL GREEN NOTES (COMMONLY GALLED "CALGREEN') REQUIRED A5 PER SECTION R3 1 3.3 OR NFPA 1 5D. E ELEVATION AND TYPICAL WALL OPENING SCHEDULE. ° D 3 v ROOF PLAN • 201 3 CRC SECTION 832-! FOR EXTERIOR WILDFIRE EXPOSURE IN 9013 CALIFORNIA BUILDIN%CODE 17ESI6"OrHELRS SEPP.RATE_P__ERMIT FOUIRED. 4.) ANY DISCREPANCIES BETWEEN FRAMING SHOWN AND 7 v D - V 3 HVAC CONNECTION DETAIL A WILDLAND URBAN INTERFACE. 3.) SUBMIT FINAL CONSTRUCTION WASTE MANAGEMENT REPORT TO THE BUILDING NOT AUTHORIZE FIELD NiDITIONS SHALL BE IMMEDIATELY BROUGHT D D ° 7 3 TRU55 LAYOUT SHEET p OCCUPANCY GROUP: ° � INT[? W STaCONSULTI DEPARTMENT PRIOR TO FINAL INSPECTION. 5J E E TO THE ENGINEER OF RECORD. ALL v p ° 3 p GAL GREEN NOTES (CONT.) p • OCCUPANCY 15 R3/U 4J PLATE HEIGHT TO BE 9' UNLESS NOTED OTHERWISE. TED Y' 1T FRAMING SHALL BE PRESSURE TREATED WITH TREATMENT PROGE55 AND p D � 4 EXTERIOR ELEVATIONS p CONSTRUCTION TYPE: 5J TYPICAL WALL FRAMING, UNLESS NOTED APPLIGATIgN APPROPRIATE FOR EXPOSURE D ° v S ° ELECTRICAL PLAN • CONSTRUCTION TYPE 15 VB OTHERYNI56 EXTERIOR WALL$: 2"X6" DF 5TUD5 O 1 b" G/G b.) ACCORDIN5 TO MFR'S WRITTEN GUIDELINES. ALL STRUCTURAL MEMBERS SHALL BE FASTENED IN - D ° 5 D p 6 D SECTION A-5 p PLOT PLAN IR SPAIN G�L�RS: 5UMMI STRUCTURAL DESIGN - STRUCTURAL ENGINEER .. :,-L49II RIO LUDO AV ENUEx200,OH10O0A95926 (550) 592-4401 WORK INTERIOR WALLS: 2'x4' DF STUDS ® i b' G/G PPI' LYNN SMITH - DRAFTINI I �"I11199 SYCAMORE VALLI Y ,"1 CHICO, OA 95975 GOMPLIAN�E WITH 201 3 GBG FASTENING SCHEDULE, - - � ' - •REQUIRED EMAIL ADDRESS: KAvIla0446YahOO.6Om r".o).":."... (530) 891 -OTOS WOR - F TABLE 23C)4.9. 1, UNLE55 NOTED OTHERWIeE. v.p p p D - p SN 4wvlyvraLttJ03'ES p • __.-_- _ . T 7- ) I p 7 p p. D D - - - 1167 V COUNTY p 5$ZD S'1'/VtJl�. q�° �Jc%�Ll•Iv4j. p D p � p D JUL 212016 0 0 m 0 op p OV p v DEVEEOPNENT D p D vCOMPLETION _/� p. SEER/JVICF,S p p v D - D REVIEWED FOR ODE C MPLIANCE Q O v USI,gtG THE FOLLOWING ODES: A 2013 CALIFORNIA RESIDENTIAL CODE CI2013tALIFORNIA BUILDING CODE 42013 CALIFORNIA ELECRTICAL COD V 2013 CWFORNIA PLUMBING CODE 2013 CALIFORNIA MECHAPACAL COLI E 2613 CALIFORNIA ENERGY CODE SHEET 2013 CALIFORNIA GREEN BUILDINGSTANDARDS CODE 9013 CALIFORNIA BUILDIN%CODE BUTTE COUNTY DEVELOPMENT SERVICES STRUCTURAL PROVISIONS ONL 13D 2913 CALIFORNIIA, FIRE CODE 13OTHER: t7 p REVIEWED FOR OF THI REVIEW DOES vCONSTRUCTION TO PROC ED IN VIOLA NOT AUTHORIZE D- STATE OR LOCAE REGU ION OF ANY FEDERAL, TIONS. BY: 4=-1141gqTt BAT :: ° � INT[? W STaCONSULTI G GR U 2963 SgFt GARAGE: 960 SgFt COVERED PATIO: 162 SgFt FRONT 1 92 SgFt REAR 374 5gFt TOTAL DATE: '7/15/2016 SCALE: 45)SHOWN no _/� p. SEER/JVICF,S p p v D - D Gv Q ,p`/`�// SHEET PERMIT(✓ lajlPI D_� E + e CT, r. -" I3 ll r'' r BUTTE COUNTY DEVELOPMENT SERVICES F ' " 4 ' REVIEWED FOR ) /" CODE COMPLIANCE JIL ` - -j\/\/ DATEP- 2'A6 fM1 BY `c1 NC; cfy-iFq L-11 O COPYRIGHT 2016 KEVIN AVILA I.A4 MAX RAMIREZ - GOLDEN SUN DESIGN - ENERGY OALCS (530)588-5682 DELL �01�,221D95AM50N AVENUE, QORNIN6, CALIFORNIA 96021 EMAIL ADDRESS: KAVIIaO44aYahoo.00m p PHONE: (530,1921-7242 CELL 5UMMI STRUCTURAL DESIGN - STRUCTURAL ENGINEER .. :,-L49II RIO LUDO AV ENUEx200,OH10O0A95926 (550) 592-4401 WORK C:\Users\L nn\Documents\Chief XB Plans\Kevin Avila -Lot 21 Ba Tree\Avila Plan.la out OWNER: KEVIN AVILA y y (550) 588-5682 CELL PPI' LYNN SMITH - DRAFTINI I �"I11199 SYCAMORE VALLI Y ,"1 CHICO, OA 95975 p 1; EMAIL ADDRESS: MaXaCedMnma.00m m EMAIL ADDRESS: Ryiand®SummltChloO.COM EMAIL ADDRESS: KAvIla0446YahOO.6Om r".o).":."... (530) 891 -OTOS WOR - F Fl lc6rY-'_'_ _ _.. -- T i f.7,1;� I-°I'-1''l�l l l III ,� . I i �� --I I,. - _ _ _ _ I _ _ _ -_ _ _ _ _ __ - �- i _ � 5TAIR5_NAKP"L5 3yUARpS- ROOF d GEPLING FRAMING_ STAIR WIDTH, STAIRWAY5 SHALL HAVE A WIDTH of NOT LE55 THAN 56 INCHES. SPIRAL 1,) ATTIC VENTILATION: ATTICS a ENCLOSED RAFTER SPACES SHALL HAVE STAIRWAY5 AS PROVIDED FOR IN R51 1.1.1 GRO55 VENTILATION FOR EACH SEPARATE SPACE. A MINIMUM OF 1' OF .THE STAIR HEADROOM: STAIRWAY5 SHALL HAVE A MINIMUM HEADROOM CLEARANCE OF 80 c> REQUIRED BETWEEN THE INSULATION ROOF SHEATHING. THE AIRSPACE 1_ INCHES MEASURED VERTICALLY FROM A LINE CONNECTING THE EDGE OF THE N05INC 5. SUCH HEADROOM SHALL BE CONTINUOUS ABOVE THE STAIRWAY TO THE POINT WHERE THE NET FREE VENTILATING AREA SHALL NOT BE LESS THAN 1 / 150 OF THE AREA LINE INTER5ECT5 THE LANDING BELOW, ONE TREAD DEPTH BEYOND THE BOTTOM RISER. OF THE SPADE VENTILATED, WITH HALF OF THE VENTING LOCATED IN THE THE MINIMUM CLEARANCE SHALL BE MAINTAINED THE FULL WIDTH OF THE STAIRWAY a UPPER POR-iflON OF THE SPACE i THE BALANCE PROVIDED BY SOFFIT VENTS. LANDING. 83 1 1.1.2 R606 STAIR. WALKLINE: THE WALKLINE ACROSS, WINDER TREADS SHALL BE CONCENTRIC, TO THE 2.) THE MINIMUM NET FREE VENTILATING AREA MAY BE REDUCED TO 1/500 OF DIRECTION OF TRAVEL THROUGH THE TURN 6 LOCATED 12 INCHES FROM THE SIDE WHERE THE AREA V'IHEN AT LEAST 40% i NOT MORE THAN 50% OF THE REQUIRED THE WINDERS ARE NARROWER. THE 12 -INCH DIMENSION SHALL BE MEASURED FROM THE VENTILATOFZ5 ARE LOCATED IN THE UPPER PORTION OF THE ATTIC, OR WIDEST POINT OF THE CLEAR STAIR WIDTH AT THE WALKING SURFACE OF THE WINDER IF RAFTER SPACE. 8806.2 WINDERS ARE ADJACENT WITHIN THE FLIGHT, THE POINT OF THE WIDEST CLEAR STAIR 3.) ATTIC ACCESS: AN OPENING NOT LE55 THAN 20' BY 50' SHALL BE PROVIDED WIDTH OF THE ADJACENT WINDERS SHALL BE USED. R511.7.4 TO ANY ATTIC HAVING A CLEAR HEIGHT OF OVER 30". A 30' MINIMUM CLEAR TREADS_! RISERS: STAIR TREADS i RISERS 514ALL COMPLY WITH SECTION R51 1.1.5: HEADROOM IN THE ATTIC SHALL BE PROVIDED AT OR ABOVE THE ACCESS 831]...7.5. DIMENSION REFERENCE SURFA(:,ES: FOR THE PURPOSE OF THIS SECTION, ALL OPENING. RL507.1 DIMENSIONS ARE EXCLUSIVE OF CARPETS, RU65 OR RUNNERS. R511.7-5.112 RISER HEIGHT / TREAD DEPTH: THE MAXIMUM RISER HEIGHT SHALL BE'7 SAFETY. GLAZI-N(S_ 5/4 INCHES; THE MINIMUM TREAD DEPTH SHALL BE 10 INCHES: THE MINIMUM WINDER HAZARDOUS LOCMTIONS REQUIRING SAFETY GLAZING INCLUDE THE FOLLOWING: TREAD DEPTH AT THE WALKLINE SHALL BE 10 INCHES; / THE MINIMUM WINDER TREAD 1a GLAZING IN 51"'1I1461146 DOORS EXCEPT JALOUSIES, IN FIXED 1 OPERABLE PANELS DEPTH SHALL BE 6 INCHES. A NOSING NOT LE55 THAN 3/4 INCH BUT NOT MORE THAN OF SLIDING DOOR i BIFOLD ASSEMBLIES, 6 GLAZING IN STORM DOORS. 1 114 INCHES SHALL BE PROVIDED ON STAIRWAYS WITH SOLID RISERS WHERE THE 2,) GLAZING IN DOORS 6 ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM TREAD DEPTH 15 LESS THAN 1 1 INCHES. ROOMS, BATHTUBS 6 SHOWERS, i GLAZING IN ANY PORTION OF h BUILDING WALL 2 STAIR TREADS 6 RISERSST SHALL BET UNIFORM SIZE a SHAPE. THE ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF TOLERANCE BETWEEN THE LARGEST a SMALLEST RISER HEIGHT TOLERANCE BETWEEN THE THE GLAZING IS LE55 THAN 60' ABOVE A STANDING SURFACE. LARGEST 1 SMALLEST TREAD DEPTH SHALL NOT EXCEED 3/8 INCH IN ANY FLIGHT OF CH STAIRS. THE GREATEST WINDER TREAD DEPTH AT THE WALKLINE WITHIN ANY FLIGHT OF 5.) GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 5/5 INCH. WHERE THE NEAREST EXPOSED EDGE OF THE &LAZING 15 WITHIN A 24" ARG OF R5 JAZL5_5 NOSINSS: THE RADIUS OF CURVATURE AT THE NOSING SHALL BE NO EITHER A VERTICAL EDGE OF THE DOOR IN A CLOSED POSITION 6 WHERE THE GREATER THAN 9/ 1 6 INCH. A NOSING NOT LE55 THAN 5/4 INCH BUT NOT MORE THAN 1 BOTTOM EXPOSED EDGE OF THE GLAZING 15 LESS THAN 60' ABOVE THE 114 INCHES SHALL BE PROVIDED ON STAIRWAYS WITH SOLID RISERS. THE GREATEST WALKING SURFACE. THIS PROVISION DOES NOT APPLY WHEN THERE IS AN NOSING PROJECTION SHALL NOT EXCEED THE SMALLEST NOSING PROJECTION BY MORE INTERVENING WALL BETWEEN THE DOOR 6 GLAZING, INHERE ACCESS THROUGH THAN 3/8 INCH BETWEEN TWO STORIES, INCLUDING THE NOSING AT THE LEVEL OF THE DOOR IS A CLOSET VOR LESS IN DEPTH, OR TO GLAZING IN WALLS FLOORS 1 LANDINGS. BEVELING OF NOSINGS SHALL NOT EXCEED 1/2 INCH. PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION, OTHER EXCFFTION: THAN THE NAI -L TOWARDS WHICH THE DOOR SWINGS. A NOSING 15 NOT REQUIRED WHERE THE TREAD DEPTH 15 A MINIMUM OF 1 1 INCHES. 4.) GLAZING WHERE THE INDIVIDUAL PANE 15 GREATER THAN 9 SOFT, HAS A 5TAIRWAYJ-ANDIN65:_ THERE SHALL BE A FLOOR OR LANDING AT THE TOP 1 BOTTOM OF BOTTOM EDGE LESS THAN 18' ABOVE THE FLOOR a A TOP E06E GREATER EACH STAIRWAY. THE MINIMUM WIDTH PERPENDICULAR TO THE DIRECTION OF TRAVEL THAN 56' ABOVE THE FLOOR, 415 ADJACENT TO A WALKING SURFACE. SHALL BE NO LE55 THAN THE WIDTH OF THE FLIGHT SERVED. LANDINGS OF SHAPES OTHER 5.) GLAZING ADJACENT TO STAIRWAYS, LANDINGS /RAMPS WITHIN 36" 5.) THAN SQUARE OR RECTANGLE SHALL BE PERMITTED PROVIDED THE DEPTH AT THE WALK OF A WALKING SURFACE, NHEN THE EXPOSED SURFACE OF THE LINE 1 THE TOTAL AREA IS NOT LESS THAN THAT OF A QUARTER CIRCLE WITH A RADIUS 5 THAN 60' ABOVE THE PLANE OF THE ADJACENT NALKIN6 EQUAL TO THE REQUIRED LANDING WIDTH. WHERE THE STAIRWAY HAS A STRAIGHT RUN, GLASS 15 LES THE MINIMUM DEPTH IN THE DIRECTION OF TRAVEL SHALL BE NOT LESS THAN Be, INCHES. SURFACE. EXCEPTION: A FLOOR OR LANDING 15 NOT REQUIRED AT THE TOP OF AN INTERIOR 6.) GLAZING ADJACENT TO STAIRWAYS WITHIN 60' HORIZONTALLY OF THE BOTTOM FLIGHT OF STAIRS, INCLUDING STAIRS IN AN ENCLOSED GARAGE, PROVIDED A DOOR TREAD OF A PTAIRHAY IN ANY DIRECTION, WHEN THE EXPOSED SURFACE OF DOES NOT SWING OVER THE STAIRS. R5 1 1.1.6. THE GLASS 15 LESS THAN 60' ABOVE THE NOSE OF THE TREAD. HANDRAILS: STAIRWAYS WITHIN DWELLING UNITS t SPIRAL 5TAIRWAY5 ARE PERMITTED TO SITE ADDRf55: HAVE A HANDRAIL ON ONE SIDE ONLY. A CONTINUOUS RUN OF TREADS OR FLIGHT OF 5UILDING5 SHALL HAVE APPROVED ADDRESS NUMBERS, BUILDING NUMBERS OR STAIRS WITH LESS THAN FOUR RISERS DOES NOT REQUIRE HANDRAILS. R3 1 1.1.8. APPROVED BUILDING IDENTIFICATION PLACED IN A POSITION THAT 15 PLAINLY LEGIBLE a HEIGHT: HANDRAIL HEIGHT, MEASURED ABOVE STAIR TREAD N051NG5, OR FINISH VISIBLE FROM THE 6TREET OR ROAD FRONTING THE PROPERTY. THESE NUMBERS SHALL SURFACE OF RAMP SLOPE, SHALL BE UNIFORM, NOT LESS THAN 34 INCHES / NOT MORE CONTRAST NITH THEIR BACKGROUND. ADDRESS NUMBERS SHALL BE ARABIC NUM5ER5 THAN 98 INCHES. R9 7 1.1.8.1. OR ALPHABETICAL LETTERS. NUMBERS SHALL BE A MINIMUM OF 4 INCHES NITH A MINIMUM GRASPABILITY: HANDRAILS WITH A CIRCULAR CROSS SECTION SHALL HAVE AN OUTSIDE STROKE WIDTH OF 1/2 INCH. WHERE ACCESS IS BY MEANS OF A PRIVATE ROAD 1 THE DIAMETER OF AT LEAST 1 1 /4 INCHES 6 NOT GREATER THAN 2 INCHES. IF THE HANDRAIL BUILDING ADDRESS CANNOT BE VIEWED FROM THE PUBLIC NAY, A MONUMENT, POLE OR 15 NOT CIRCULAR, IT SHALL HAVE A PERIMETER DIMENSION OF AT LEAST 4 INCHES 6 NOT OTHER SIGN OR MEANS SHALL BE USED TO IDENTIFY THE STRUCTURE. RE 19.1. GREATER THAN 61 /4 INCHES WITH A MAXIMUM CR055-SECTION DIMENSION OF 21/4 INCHES. ED15E5 SHALL HAVE A MINIMUM RADIUS OF 0.01 INCH. COHSINULTY. HANDRAILS FOR STAIRWAYS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP RISER TO A POINT DIRECTLY ABOVE THE LOWEST RISER. HANDRAIL END: SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS. HANDRAILS ADJACENT TO A WALL GREEN PLANNING--B_DESIGN: SHALL HAVE A SPACE OF NOT LESS THAN 1 1/2 INGHE5 BETWEEN THE WALL 1 THE DURING GONSTRUGfION, ONE OR MORE OF THE FOLLOWING MEASURES SHALL BE HANDRAILS.. 891 1.1.8.2 IMPLEMENTED TO PREVENT FLOODING OF THE ADJACENT PROPERTY, PREVENT EROSION EA. i RETAIN SOIL RUNOFF ON THE SITE 4.10& 1: HANDRAILS A. HANDRAILS SHALL BE PERMITTED TO BE INTERRUPTED BY A NEWEL POST AT THE A. RETENTION BASINS OF SUFFICIENT 512E SHALL BE UTILIZED TO RETAIN STORM TURN. WATER ON TILE SITE. B. THE USE OF A VOLUTE, TURNOUT, STARTING EASING OR STARTING NEWEL IS B. WHERE STORM WATER 15 CONVEYED TO A PUBLIC, DRAINAGE SYSTEM, COLLECTION ALLOWED OVER THE LOWEST TREAD. POINT, GUTTER OR SIMILAR DISPOSAL METHOD, WATER SHALL BE FILTERED BY USE GUARDS: WHERE REQUIRED. GUARDS SHALL BE LOCATED ALONG OPEN -SIDED WALKING OF A BARRIER SYSTEM, WATTLE OR OTHER METHOD APPROVED BY THE SERFAGE:, STAIRS, RAMPS 6 LANDINGS THAT ARE LOCATED MORE THAN 30 ENFORCIN6 AGENCY. 5 MEASURED VERTICALLY TO THE FLOOR OR GRADE BELOW AT ANY POINT WITHIN36 CCOMPLIANCE WITH A LAWFULLY ENACTED STORM WATER MANAGEMENT C. INCHES HORIZONTALLY TO THE EDGE THE OPEN EOE. GUARDS SHALL BE ADEQUATE IN ORDINANCE. STRENGTH t ATTACHMENT IN ACCORDANCE WITH SECTION 831 2. METHODS TO MANAGE SURFACE WATER INCLUDE: SHALES, WATER COLLECTION 6 HEIGHT. REQUIRED GUARDS SHALL NOT LE55 THAN INCHES NIGH, MEASURED DISPOSAL SYSTEMS, FRENCH DRAINS, WATER RETENTION GARDENS 6 OTHER WATER N VERTICALLY ABOVE THE ADJACENT WALKING SURFACESS,, ADJACENT FIXED SEATING OR MEASURES NHICH KEEP SURFACE HATER ANAY FROM BUILDINGS 6 AID IN THE LINE GONNEG71N6 THE LEADING EDGES OF THE TREADS. 831 2.1.2. GROUNDWATER RECHARGE. 4.106.3 EXNS: A. UARD5 ON THE OPEN SIDES OF STAIRS SHALL HAVE A HEIGHT NOT LESS THAN 34 A. GUARDS WATEREFFI%IENGY E CONSERVATION:. INCHES MEASURED VERTICALLY FROM A LINE CONNECTING THE LEADING EDGES OF INDOOR WATER CONSERVING PLUMBING FIXTURES 6 FITTINGS, SHALL COMPLY WITH THE THE TREADS. FOLLOWING 4.505.1 B. WHERE THE TOP OF THE GUARD ALSO SERVES AS, A HANDRAIL ON THE OPEN SIDES A. WATER CLO5ET5: 1.28 GALLONS PER FLUSH. NOTE: THE EFFECTIVE FLUSH VOLUME OF STAIRS, THE TOP OF THE GUARD SHALL NOT BE LE55 THAN 34 INCHES 1 NOT OF DUAL FLUSH TOILETS IS THE COMPOSITE, AVERAGE FLUSH VOLUME OF TWO MORE THAN 38 INCHES MEASURED VERTICALLY FROM A LINE CONNECTING THE REDUCED FLUSHES t ONE FULL FLUSH. 4.905.1.1 LEADING EDGES OF THE TREADS. B. URINALS: NOl TO EXCEED 0.5 GALLONS PER FLUSH. 4.303.1.2 OPENIN&LIMITATIONS: REQUIRED GUARDS SHALL NOT HAVE OPENINGS WHICH ALLOW C. SINGLE SHOWERHEAD: MAXIMUM FLOW RATE OF 2.0 GALLONS PER MINUTE AT 80 PASSAGE OF A SPHERE 41NCHES IN DIAMETER FROM THE NALKIN6 SURFACE TO THE PSI. 4.505.13 REQUIRED GUARD HEIGHT. R3 12.1.3 D. MULTIPLE SHdNERHEADS SERVING ONE SHOVER: THE COMBINED FLOW RATE OF EXCEP-TION5: ALL SHONERdEADS AND/OR OTHER SHOWER OUTLETS CONTROLLED BY A SINGLE A FROM A HEIGHT OF 36 INCHES TO 42 INCHES, GUARDS SHALL NOT HAVE OPENING: VALVE SHALL NOT EXCEED 2.0 GALLONS PER MINUTE AT 60 PSI, OR THE SHOWER NHICH ALLOW PASSAGE OF A SPHERE 49/6 INCHES IN DIAMETER. SHALL BE DEPIGNED TO ALLOW ONLY ONE SHOVER OUTLET TO BE IN OPERATION B. THE TRIANGULAR OPENINGS AT THE OPEN 51DES OF A STAIR, FORMED BY THE AT A TIME NOTE: A HAND-HELD SHOWER SHALL BE CONSIDERED A SHONERHEAD. R15ER, TREAD 6 BOTTOM RAIL SHALL NOT ALLOW PA55AGE OF A SPHERE 6 INC HES E. RESIDENTIAL LAVATORY FAUCETS: THE MAXIMUM FLOW RATE OF RESIDENTIAL M DIAMETER LAVATORY FAUCET5 SHALL NOT EXCEED 1.5 GALLONS PER MINUTE AT 60 P51. THE C. THE OPEN SIDES OF STAIRS SHALL NOT HAVE OPENINGS WHICH ALLOW PASSAGE OF MINIMUM FLOW RATE OF RESIDENTIAL LAVATORY FAUCETS SHALL NOT BE LESS A SPHERE 45/8 INCHES IN DIAMETER THAN O.0 GALLONS PER MINUTE AT 20 PSI. 4.903.1.4.1 HINDON SILLS: IN DWELLING, UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 F. KITCHEN FAUCETS: THE MAXIMUM FLOW RATE OF KITCHEN FAUCETS SHALL NOT LOCATED MORE THAN 72 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE EXCEED 1.8 PALLONS PER MINUTE AT 60 PSI. KITCHEN FAUCETS MAY LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES TEMPORARILY INCREASE THE FLOW ABOVE THE MAXIMUM RATE, BUT NOT TO ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 5 LOCATED. EXCEED 2.2 EALLONS PER MINUTE AT 60 FBI. t MUST DEFAULT TO A MAXIMUM FLOW OPERABLE SECTIONS OF WINDOWS SHALH NOT PERMIT OPENINGS THAT ALLOW RATE OF 1,e SALLONS PER MINUTE AT 60 PSI. NOTE: WHERE COMPLYING FAUCETS PASSAGE OF A 4-INCH-0IAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN ARE UNAVAILABLE, AERATORS OR OTHER MEANS MAY BE USED TO ACHIEVE 24 INCHES OF THE FINISHED FLOOR. IRS 1 2.2.1 REDUCTION. A.509.1.4.4 LEGAL REGiUIIREMENT5 OUTDOOR IRRIGATIPN CONTROLLERS 4.304.1: AUTOMATIC IRRIGATION SYSTEM CONTROLLERS FDF: LANDSCAPING PROVIDED BY THE BUILDER 6 INSTALLED AT THE TIME 1.) PERMIT ON SITE: A COPY OF THE BUILDING PERMIT MUST BE KEPT ON SITE UNTIL THE OF FINAL INSPECTION SHALL COMPLY WITH THE FOLLOWING: WORK IS COMPLETED 6 A FINAL INSPECTION HAS BEEN MADE. R 105.1 A. CONTROLLEht5 SHALL BE WEATHER- OR SOIL MOISTURE -BASED CONTROLLER5 2.) LOWEST FLOOR ELEVATION: IN FLOOD HAZARD AREAS, AN ELEVATION THAT AUTOMATICALLY ADJUST IRRIGATION IN RESPONSE TO CHANGES IN PLANTS' CERTIFICATE IS REQUIRED AFTER PLACEMENT OF THE LOWEST FLOOR BEFORE NEEDS AS WEATHER CONDITIONS CHANGE. PROCEEDING WITH CONSTRUCTION ABOVE. R106. 1.5. B. WEATHER -BASED CONTROLLERS WITHOUT INTEGRAL RAIN SENSORS OR FOU-NDATIO-N5 d PRAINAGEI COMMUNICATION SYSTEMS THAT ACCOUNT FOR LOCAL RAINFALL SHALL HAVE A DRAINAGE: 8401.5 SURFACE DRAINAGE SHALL BE DIVERTED TO A STORM SEWER SEPARATE WIRED OR WIRELESS RAIN SENSOR WHICH CONNECTS OR CONVEYANCE OR OTHER APPROVED POINT OF COLLECTION THAT DOES NOT CREATE A COMMUNICATES WITH THE OONTROLLER(S). SOIL MOISTURE -BASED CONTROLLERS HAZARD. LOTS SHALL BE GRADED TO DRAIN SURFACE WATER AWAY FROM FOUNDATION WALLS. ARE NOT RECIUIRED TO HAVE RAIN SENSOR INPUT. THE GRADE SHALL FALL A MINIMUM OF b INCHES WITHIN THE FIRST 10 FEET. MATERIAL_G Z15ERVATIO_N 3 RI=50URGEFFIGIENGY_:. EXCEPTION: WHERE LOT LINES, WALLS, SLOPES OTHER PHYSICAL BARRIERS PROHIBIT 6 1.) RODENTPROOOG: ANNULAR SPACES AROUND PIPES, ELECTRIC, CABLES, INCHES OF FALL WITHIN 10 FEET. DRAINS OR SHALL ES SHALL CONSTRUCTED TO ENSURE CONDUITS OR OTrfER OPENINGS IN SOLE/BOTTOM PLATES AT EXTERIOR WALLS DRAINAGE AWAY FROM THE STRUCTURE.IMPERVIDUS SURFACEE S WITHIN 10 FEET OF THE BUILDING FOUNDATION SHALL BE 51-OPEZI A MINIMUM OF 2 PERCENT AWAY FROM THE SHALL BE PROTECTED AGAINST THE PA55AGE OF RODENTS BY CLOSING SUCH BUILDING. OPENINGS NITH CPMENT MORTAR, CONCRETE MASONRY OR A SIMILAR METHOD FRAMING (SENERAL:ACCEPTABLETOTHEENFORCINGACENCY. 4.406.1 2.) CON5TRUGT-ION WASTE MANAGEMENT: REGYGLE AND/OR SALVAGE FOR REUSE A 1) WOOD PLATES OR SILLS SHALL BE BOLTED OR ANCHORED TO THE FOUNDATION MINIMUM OF 50 PERCENT OF THE NON -HAZARDOUS CONSTRUCTION 6 DEMOLITION WITH A MINIMUM 1/2* DIAMETER STEEL BOLTS OR OTHER APPROVED ANCHORS. WASTE IN ACCORDANCE WITH EITHER SECTION 4.408.2, 4.406.9 OR 4.408.4, OR MEET BOLTS SHALL BE EMBEDDED AT LEAST 1' INTO THE CONCRETE / SHALL BE A MORE STRINGENT LOCAL CONSTRUCTION a DEMOLITION WASTE MANAGEMENT SPACED NOT MORE THAN V APART. THERE SHALL BE A MINIMUM OF TWO BOLTS ORDINANCE 4.408.1 PER PIECE WITH ONE BOLT LOCATED NOT MORE THAN 1 2' OR LESS THAN 4' FROM EXCEPTIONS: EACH END OF THE PIECE. R403. 1.6 A EXCAVATED SOIL 6 LAND -CLEARING DEBRIS. 2.) PLATE WASHERS, A MINIMUM OF 0.229 INCH BY 5 INCHES BY 9 INCHES IN SIZE, B. ALTERNATE HASTE REDUCTION METHODS DEVELOPED BY WORKING WITH LOCAL SHALL BE PROVIDED BETWEEN THE FOUNDATION SILL PLATE 1 THE NUT EXCEPT AGENCIES IF DIVERSION OR RECYCLE FACILITIES CAPABLE OF COMPLIANCE WITH WHERE APPROVED ANCHOR STRAPS ARE USED. THE HOLE IN THE PLATE WASHERTHIS ITEM DC ) NOT EXIST OR ARE NOT LOCATED REASONABLY CLOSE TO THE IS PERMITTED TO 8E DIAGONALLY SLOTTED WITH A WIDTH OF UP TO 9/ 16 INCH JOBSITE. LARGER THAN THE BOLT DIAMETER t A SLOT LENGTH NOT TO EXCEED 1 9/4 C. THE ENFORC:IN6 AGENCY MAY MAKE EXCEPTIONS TO THE REQUIREMENTS OF THIS INCHES, PROVIDED A STANDARD CUT WASHER 15 PLACED BETWEEN THE PLATE SECTION WHEN ISOLATED JOB SITES ARE LOCATED IN AREAS BEYOND THE HAUL WASHER 6 THE NUT. R602.1 1 BOUNDARIEP OF THE DIVERSION FACILITY. B) FOUNDATION PLATES OR 51LL5 THAT REST ON EXTERIOR FOUNDATION WALLS i S.) CONSTRUCTION WASTE_ MANA6EMENTP_LAN: SUBMIT A CONSTRUCTION WASTE ARE LESS THAN 8' FROM EXPOSED EARTH SHALL BE OF NATURALLY DURABLE OR MANAGEMENT PLAN IN CONFORMANCE WITH ITEMS A THROUGH E. THE CONSTRUCTION PRESERVATIVE -TREATED WOOD. HASTE MANAGEMENT PLAN SHALL BE UPDATED AS NECESSARY / SHALL BE AVAILABLE 4.) POSTS, GIRDERS, J015TS 6 SUBFLOOR LOCATED IN A CRAWL SPACE MUST BE DURING CONSTRUCTION FOR EXAMINATION BY THE ENFORCING AGENCY. 4.408.2 NATURALLY DURABLE OR TREATED WOOD WHEN THE FLOOR JOISTS ARE LESS A. IDENTIFY THP CONSTRUCTION i DEMOLITION WASTE MATERIALS TO BE DIVERTED THAN 16' OR WOOD GIRDERS ARE LE55 THAN 12' ABOVE THE EXPOSED GROUND. FROM 015Pd5AL BY RECYCLING, REUSE ON THE PROJECT OR SALVAGE FOR 5.) WOOD ROOF TRUSS MEMBERS a COMPONENTS SHALL NOT BE CUT, NOTCHED, FUTURE USE OR SALE. DRILLED, SPLICED OR OTHERWISE ALTERED IN ANY WAY WITHOUT THE WRITTEN B. SPECIFY IF CONSTRUCTION t DEMOLITION WASTE MATERIALS WILL BE SORTED APPROVAL R N A REGISTERED DESIGN PROFESSIONAL L THE TRUSS DESIGN SHALL ON-SITE (SOURCE SEPARATED) OR BULK MIXED (SINGLE STREAM). TAKE INTO ACCOUNT ANY LOADS SUCH AS HVAC OR PLUMBING EQUIPMENT. C G. IDENTIFY DIJERSION FACILITIES WHERE THE CONSTRUCTION 1 DEMOLITION WASTE FLOOR MATERIAL WILL BE TAKEN. _FRAMING: D. IDENTIFY CONSTRUCTION METHODS EMPLOYED TO REDUCE THE AMOUNT OF 1.) CRAWL SPACE AREAS SHALL BE VENTILATED BY AN APPROVED MECHANICAL CONSTRUCTION / DEMOLITION WASTE GENERATED. MEANS BY OPENINGS INTO THE UNDER -FLOOR AREA WALLS. SUCH OPENINGS E. SPECIFY THFT THE AMOUNT OF CONSTRUCTION a DEMOLITION WASTE MATERIALS A NOT LESS THAN 1 FOR EACH 1 50 SHALL HAVE A NET AREA DIVERTED SHALL BE CALCULATED BY WEIGHT OR VOLUME, BUT NOT BY BOTH. ATE IDE R NI LOCATED PROVIDE CROSS UNDER -FLOOR AREA OPENINGS SHALL 4.) NA52E_MbHA6EMENT C-OMFANY: UTILIZE A WASTE MANAGEMENT COMPANY, TH O R VENTILATION. SUCH OPENINGS SHALL BE COVERED WITH CORROSION -RESISTANT C APPROVED BY THE ENFORCING AGENCY, WHICH CAN PROVIDE VERIFIABLE WIRE ME5H WITH OPENINGS NOT GREATER THAN 1 /8' OR OTHER APPROVED DOCUMENTATION THAT THE PERCENTAGE OF CONSTRUCTION 1 DEMOLITION WASTE MATERIALS WITH THE LEAST DIMENSION OF THE COVERING NOT TO EXCEED 114' IN MATERIAL DIVERTEP FROM THE LANDFILL COMPLIES WITH SECTION 4.408.1. NOTE: THE DIMENSION. R408 OWNER OR CONTRACTOR MAY MAKE THE DETERMINATION IF THE CONSTRUCTION 1 2.) CRAWL SPACES SHALL BE PROVIDED WITH A MINIMUM OF ONE ACCESS OPENING NOT DEMOLITION WASTE MATERIALS WILL BE DIVERTED BY A WASTE MANAGEMENT LESS THAN 16" BY 24'. R408.4 COMPANY. $NOOV_PROSF_GTION: 5.) HASTE STREAM REDUCTION ALTERNATIVE: PROJECTS THAT GENERATE A TOTAL 1.) PROTECTION OF WOOD 6 WOOD BASED PRODUCTS FROM DECAY SHALL BE PROVIDED IN COMBINED NEIGHT C)F CONSTRUCTION 6 DEMOLITION WASTE DISPOSED OF IN LANDFILLS, THE FOLLOWING LOCATIONS BY THE USE OF NATURALLY DURABLE WOOD OR WOOD THAT IS WHICH DO NOT EXCEED FOUR (4) LB5150. FT. OF THE BUILDING AREA SHALL MEET THE PRESERVATIVE -TREATED IN ACCORDANCE WITH AWPA U 1 FOR THE SPECIES, PRODUCT, MINIMUM 50 PERCENT CON5TRUCTION HASTE REDUCTION REQUIREMENT IN SECTION PRESERVATIVE t END USE. sectlon x311. PRESERVATIVES SHALL BE LISTED IN SECTION 4 OF 4.408.1. AWPA U 1. 6.) DOCUMENTATION: DOCUMENTATION SHALL BE PROVIDED TO THE ENFORCING A HOOD JOISTS OR THE BOTTOM OF A WOOD STRUCTURAL FLOOR WHEN CLOSER THAN 15 AGENCY WHICH DEMONSTRATES COMPLIANCE NITH SECTION 4.408.2, ITEMS 1 THROUGH INCHES OR HOOD 61RDERS WHEN GL05FR THAN 12 INCHES TO THE EXPOSED GROUND IN 5, SECTION 4.406.9 OR SECTION 4.408.4. CRAWL SPACES OR UNEXCAVATED AREA LOCATED WITHIN THE PERIPHERY OF THE A. SAMPLE FORNS FOUND IN 'A GUIDE TO THE CALIFORNIA GREEN BUILDING BUILDING FOUNDATION. STANDARDS CODE (RESIDENTIALT LOCATED AT NNWHCD.CA.GOV/ 0 ALL WOOD FRAMING MEMBERS THAT REST ON CONCRETE OR MASONRY EXTERIOR CALGREEN.HIML MAY BE USED TO ASSIST IN DOCUMENTING COMPLIANCE WITH FOUNDATION WALLS t ARE LESS THAN B INCHES FROM THE EXPOSED GROUND. THIS SECTION C. SILLS SLEEPERS ON A CONCRETE OR MASONRY SLAB THAT IS IN DIRECT CONTACT WITH B. MIXED CONST 'RUCTION /DEMOLITION DEBRIS (GID) PROCESSORS CAN BE THE GROUND UNLESS SEPARATED FROM SUCH SLAB BY AN IMPERVIOUS MOISTURE LOCATED AT THE CALIFORNIA DEPARTMENT OF RESOURCES RECYCLING i BARRIER. D. THE ENDS OF WOOD GIRDERS ENTERING EXTERIOR MASONRY OR CONCRETE WALLS RECOVERY (&ALRECYCLE). HAVING CLEARANCES OF LESS THAN 1/2 INCH ON TOPS, SIDES 6 ENDS. 1J OPERATION 1 MAINTENANCE MANUAL: AT THE TIME OF FINAL INSPECTION, A MANUAL, E. WOOD SIDING, SHEATHING 6 NALL FRAMING ON THE EXTERIOR OF A BUILDING HAVING A COMPACT DISC, NEO -BASED REFERENCE OR OTHER MEDIA ACCEPTABLE TO THE CLEARANCE OF LE55 THAN b INCHES FROM THE GROUND OR LESS THAN 21NCHE5 ENFORCING ASENCT NHICH INCLUDES ALL OF THE FOLLOWING SHALL BE PLACED IN THE MEASURED VERTICALLY FROM CONCRETE STEPS, PORCH SLABS, PATIO SLABS, t SIMILAR BUILDING: HORIZONTAL SURFACES EXPOSED TO THE WEATHER. 1. DIRECTIONS TO THE OWNER OR OCCUPANT THAT THE MANUAL SHALL REMAIN F. HOOD STRUCTURAL MEMBERS SUPPORTING M015TURE-PERMEABLE FLOORS OR ROOFS WITH THE BUILDING THROUGHOUT THE LIFE CYCLE OF THE STRUCTURE. THAT ARE EXPOSED TO THE HEATHER, SUCH AS CONCRETE OR MASONRY SLABS, UNLESS 2. OPERATION 1 MAINTENANCE INSTRUCTIONS FOR THE FOLLOWING: SEPARATED FROM SUCH FLOORS OR ROOFS BY AN IMPERVIOUS MOISTURE BARRIER A. EQUIPMENT 1 APPLIANCES, INCLUDING WATER -SAVING DEVICES t SYSTEMS, 6. HOOD FURRING STRIPS OR OTHER WOOD FRAMING MEMBERS ATTACHED DIRECTLY TO HVAC SYoTEMS, WATER -HEATING SYSTEMS 1 OTHER MAJOR APPLIANCES 6 THE INTERIOR OF EXTERIOR MASONRY HALLS OR CONCRETE WALLS BELOW GRADE EQUIPMENT• EXCEPT WHERE AN APPROVED VAPOR RETARDER 5 APPLIED BETWEEN THE WALL t THE B. ROOF 1 Y, NRD DRAINAGE, INCLUDING GUTTERS 6 DOWNSPOUTS. FURRING STRIPS OR FRAMING MEMBERS. C. SPACE CONDITIONING, SYSTEMS, INCLUDING CONDENSERS a AIR FILTERS. 2.) LUMBER t PLYWOOD REQUIRED TO BE PRE55URE-1-RE5ERVATIVE-TREATED IN D. LANDSCAPE IRRIGATION SYSTEMS. ACCORDANCE NITH SECTION R310.1 SHALL BEAR THE QUALITY MARK OF AN APPROVED WATER REUSE SYSTEMS. INSPECTION AGENCY. 9.) WOOD/PLASTIC COMPOSITES USED IN EXTERIOR DECK BOARDS, STAIR TREADS, HANDRAIL5 E. 3. INFORMATION FROM LOCAL UTILITY, WATER 1 WASTE RECOVERY PROVIDERS ON 6 GUARDRAIL SYSTEMS SHALL BEAR A LABEL INDICATING THE REQUIRED PERFORMANCE METHODS TO FURTHER REDUCE RESOURCE CONSUMPTION, INCLUDING RECYCLE LEVELS t DEMONSTRATING COMPLIANCE NITH THE PROVISIONS OF A5TM D 1032. PROGRAMS a LOCATIONS. 4.) IN AREAS 5UBJECT TO DAMAGE FROM TERMITES AS INDICATED BY TABLE KBO 1.20). 4. PUBLIC, TRANSPORTATION AND/OR CARPOOL OPTIONS AVAILABLE IN THE AREA. METHODS OF PROTECTION SHALL BE ONE OF THE FOLLOWING METHODS OR A COMBINATION S. EDUCATIONAL MATERIAL ON THE POSITIVE IMPACTS OF AN INTERIOR RELATIVE OF THESE METHODS: HUMIDITY BETWEEN 30-60 PERCENT 1 WHAT METHODS AN OCCUPANT MAY USE TO A. CHEMICAL TERMITICIDE TREATMENT, A5 PROVIDED IN SECTION R515.2. MAINTAIN THE RELATIVE HUMIDITY LEVEL IN THAT RANGE. B. TERMITE BAITING SYSTEM INSTALLED 6 MAINTAINED ACCORDING TO THE LABEL. 6. INFORMATICN ABOVT WATER-CON5ERVIN(5LANDSCAPE t IRRIGATION DESIGN 6 C. PRESSURE -PRESERVATIVE -TREATED WOOD IN ACCORDANCE WITH THE PROVISIONS OF CONTROLLERS WHICH CONSERVE WATER. SECTION R311. 1. 1. I145TRUCTIOHS FOR MAINTAINING GUTTERS i DOWN5POUT5 8 THE IMPORTANCE OF D. NATURALLY DURABLE TERMITE -RESISTANT WOOD. DIVERTING HATER AT LEAST 5 FEET AWAY FROM THE FOUNDATION. E. PHYSICAL BARRIERS AS PROVIDED IN SECTION R3 15.5 1 USED IN LOCATIONS AS 6. INFORMATICN ON REQUIRED ROUTINE MAINTENANCE MEASURES, INCLUDING, BUT SPECIFIEDINSECTION 70.L NOT LIMITED TO, CAULKING. PAINTING, GRADING AROUND THE BUILDING, ETC. F. GOLD -FORMED STEEL FRAMING IN ACCORDANCE WITH SECTIONS 8505.2.1 6 8603.2.1. F ABOUT STATE SOLAR ENERGY t INCENTIVE PROGRAMS 5.) CHEMICAL TERMITICIDE TREATMENT SHALL INCLUDE SOIL TREATMENT AND/OR FIELD 9. INFORMATION APPLIED HOOD TREATMENT. THE CONCENTRATION, RATE OF APPLICATION! METHOD OF AVAILABLE. TREATMENT OF THE CHEMICAL TERMITICIDE SHALL BE IN STRICT ACCORDANCE WITH THE 10. A COPY OF ALL SPECIAL INSPECTION VERIFICATIONS REQUIRED BY THE TERMITICIDE LABEL. ENFORCING AGENCY OR THIS CODE. b.) APPROVED PHYSICAL BARRIERS, SUCH AS METAL OR PLASTIC, SHEETING OR COLLARS SPECIFICALLY DESIGNED FOR TERMITE'PREVENTION, SHALL BE INSTALLED IN A MANNER TO PREVENT TERMITES FROM ENTERING THE STRUCTURE. SHIELDS PLACED ON TOP OF AN EXTERIOR FOUNDATION WALL ARE PERMITTED TO BE USED ONLY IF N COMBINATION NITH ANOTHER METHOD OF PROTECTION. SCALE: 1/4" - 1'-O" FOUNDATION PLAN STRUCTURAL NOTES: 4.) TYPICAL MINIMUM BEARING WALL FRAMING U.N.O.: 1.) SEE TYPICAL NOTE SHEET 5N AND TYPICAL DETAIL - SHEETS SD 1-5D2 FOR ADDITIONAL INFORMATION. EXTERIOR WALL: 2X6 DF STUD AT 1 6` O.G. 2.) PROVIDE ANCHOR BOLT SIZE AND SPACING PER INTERIOR WALLS: 2X6 DF STUD AT.1 6" O.G. SHEAR WALL SCHEDULE AND TYPICAL DETAILS. T d 3.) RECOMMENDED MINIMUM SLAB SECTION: 5.) SEE DETAIL 6/5D 1 FOR TYPICAL STUD WALL W ELEVATION AND TYPICAL WALL OPENING SCHEDULE. A- 4' CONCRETE SLAB WITH #5 AT 15' O.G. 6.) PLUMBING, SPRINKLER, AND MECHANICAL SECURELY LOCATED AT MID -DEPTH OF SLAB. SUBCONTRACTORS SHALL COORDINATE ALL WALL B- 2- SAND (DELETE AT EXTERIOR 5LAB5)-SEE :5 PENETRATIONS WITH FRAMING SUBCONTRACTOR. SOILS REPORT IF APPLICABLE. 'Q ANY DISCREPANCIES BETWEEN FRAMING SHOWN AND G- WATERPROOF MEMBRANE (DELETE AT EXTERIC7R FIELD CONDITIONS SHALL BE IMMEDIATELY BROUGHT SLABS) -SEE SOILS REPORT IF APPLICABLE. TO THE ENGINEER OF RECORD. D- 4" FREE DRAINING MATERIAL-5FE SOILS REPORT 8.) ALL EXPOSED FRAMING SHALL BE PRE55URE IF APPLICABLE. TREATED WITH TREATMENT FROCE55 AND APPLICATION E- PROPERLY PREPARED 5UB611I EE SOILS APPROPRIATE FOR EXPOSURE ACCORDING TO MFR'S REPORT IF APPLICABLE. WRITTEN GUIDELINES. F- CONTRACTOR TO PROVIDE CONTROL JOINTS AT 9.) ALL STRUCTURAL MEMBERS SHALL BE FASTENED IN 10'-0' O.G. EA. WAY MAX. COMPLIANCE WITH 2015 GBG FASTENING SCHEDULE, TABLE 2304.9.1. UNLESS NOTED OTHERWISE. KEVIN AVILA Vi4 MAX RAMIREZ- GOLDEN cUN DESIGN - (550) 566-5652 CELL N � 22189 SAM50N AVENUE, CORNING, GALII EMAIL ADDRESS: KAVII7044eYahoo.com 0i PHONE (550)921-724;p CELL I1; EMAILADDRESS: McXeCadMama.com L I 'II I I:,'III I, Vlil Il f I L II i I" 96021 583 RIO LINDO AVENUE #200, CHICO, CA 95926 (550) 592-4401 WORK EMAIL ADDRE55: RylandeSummitChlco.com _ - PERMIT # 132 1 GY- 11 U-7 BUTTE COUNTY OEVELOPMENT SERVICES REVIEWED FOR REVIEWED �CODDE COMPLIANCE FOR CODE COMPLIANCE AUG 0 2 2016 INTERWEST CONSULTING GROUP O:\Users\Lynn\Documents\Chief ¢e Plana\Kevin Avlia - Lot 21 Bay Tree\Avila Plan.layout OWNER: KEVIN AVILA (530) 588-5682 CELL EMAILADDRE55: KAVIIa044*yahOO.4om I ARCH E 1 I 30"X42" WHILE EVERY ATTEMPT HAS BEEN MADE IN THE PREPARATION OF THIS PLAN TO AV OID MISTAKES, THE MAKER CANNOT GUARANTEE AGAINST HUMAN ERROR BUILDING CONTRACTOR / TOME OWNER TO REVIEW AND VERIFY ALL DMENSION5, SPECS, AND CONNECTIONS BEFORE CON5TRUOTION BEGINS. ORAFTN6 BY: �■yry■y, (570) 891-0587 19 YCAMOR[VALL[Y ROAp CHKo, GALPORNIA 979 T9 LYNNSMITH52CATT.74ET ENERGY CALLS BY: ``_'�- GOLDEN SUN -� ►DESIONS MAX ''' `` RAMIREZ JERRY TUCKER GENERAL CONTRACTOR (580) 895-1 9179 1/15/2016 THESE PLANS HAVE BEEN REVIEWED ONLY FOR COMPLIANCE WITH ATTACHED STRUCTURAL CALCULATIONS. THE ENGINEER'S STAMP ON THIS PLAN 15 VALID ONLY WITH A LETTER 51ONED BY THIS ENGINEER FOR EACH UNIQUE BUILD. C O 4� w 111 ILEO Z Q Q 2 <Qtu W QzQ � O � Lu V LIVABLE: 2965 SgFt GARAGE: 9 60 5gFt COVERED PATIO: 162 SgFt FRONT -IS2 SgFt REAR 5-14 SgFt TOTAL DATE: '7/15/2016 SCALE: SHOWN �29�3 1 STORY SHEET .2 O COPYRIGHT 201 b AIITY 199 SYCAMORE VALLEY ROAD, �ILNII f'' 11 C HICO, OA 95 915 . (530) 8 9 1 -0585 WORK 1,T N i. T d q- N O Ilo W I LL Z m -1 Q :5 UN W N QN Q/ C �Bit # 0 < 11_ 0 Lu,0 Q CL w p LU lL U"I O IL Q N r N O ' C O 4� w 111 ILEO Z Q Q 2 <Qtu W QzQ � O � Lu V LIVABLE: 2965 SgFt GARAGE: 9 60 5gFt COVERED PATIO: 162 SgFt FRONT -IS2 SgFt REAR 5-14 SgFt TOTAL DATE: '7/15/2016 SCALE: SHOWN �29�3 1 STORY SHEET .2 O COPYRIGHT 201 b AIITY 199 SYCAMORE VALLEY ROAD, �ILNII f'' 11 C HICO, OA 95 915 . (530) 8 9 1 -0585 WORK ENVIRONMENTAL. QUALITY_ SECTION 4.501: MEANS OF REDUCING THE QUANTITY OF AIR CONTAMINANTS THAT ARE ODOROUS, IRRITATING AND/OR HARMFUL TO THE COMFORT 4 WELL BEING OF A BUILDIN65 INSTALLERS, OCCUPANTS 4 NEIGHBORS. 1.) FIREPLACES: 4.505.1 ANY INSTALLED GAS FIREPLACE SHALL BE A DIRECT -VENT SEALED -COMBUSTION TYPE. ANY INSTALLED WOODSTOVE OR PELLET STOVE SHALL COMPLY WITH U.S. EPA PHASE II EMISSION LIMITS WHERE APPLICABLE. WOODSTOVES, PELLET STOVES 4 FIREPLACES SHALL ALSO COMPLY WITH APPLICABLE LOCAL ORDINANCES. 2.) POLLUTANT CONTROL: 4.504.1 COVERING OF DUCT OPENINGS 4 PROTECTION OF MECHANICAL EQUIPMENT DURING CONSTRUCTION. AT THE TIME OF ROU6H INSTALLATION, DURING STORAGE ON THE CONSTRUCTION SITE 4 UNTIL FINAL STARTUP OF THE HEATING, COOLING 4 VENTILATING EQUIPMENT, ALL DUCT 4 OTHER RELATED AIR DISTRIBUTION COMPONENT OPENINGS SHALL BE COVERED WITH TAPE, PLASTIC, 5HEETMETAL OR OTHER METH005 ACCEPTABLE TO THE ENFORCING AGENCY TO REDUCE THE AMOUNT OF WATER, DUST 4 DEBRIS, WHICH MAY ENTER THE SYSTEM. 5.) FINISH MATERIAL POLLUTANT CONTROL: 4.504.2 FINISH MATERIALS SHALL COMPLY WITH TH15 SECTION. 4.504.2.1 ADHESIVES, SEALANTS 4 CAULKS. ADHESIVES, SEALANTS 4 CAULKS USED ON THE PROJECT SHALL MEET THE REQUIREMENTS OF THE FOLLOWING STANDARDS UNLESS MORE STRINGENT LOCAL OR REGIONAL AIR POLLUTION OR AIR QUALITY MANAGEMENT DISTRICT. RULES APPLY: A ADHESIVES, ADHESIVE BONDING PRIMERS, ADHESIVE PRIMERS, SEALANTS, SEALANT PRIMERS, 4 .CAULKS SHALL COMPLY WITH LOCAL OR REGIONAL AIR POLLUTION CONTROL OR AIR QUALITY MANAGEMENT DISTRICT RULES WHERE APPLICABLE OR SCAOMD RULE 1 168 VOC, LIMITS, AS SHOWN IN TABLE 4.504.1 OR 4.504.2, A5 APPLICABLE. SUCH PRODUCTS AL50 SHALL COMPLY WITH THE RULE 1 166 PROHIBITION ON THE USE OF CERTAIN TOXIC, COMPOUNDS (CHLOROFORM, ETHYLENE DICHLORIDE, METHYLENE CHLORIDE, PERCHLOROETHYLENE 4 TRICHLOROETHYLENE), EXCEPT FOR AEROSOL PRODUCTS, AS SPECIFIED IN SUBSECTION 2 BELOW, B. AEROSOL ADHESIVES, 4 SMALLER UNIT SIZES OF ADHESIVES, 4 SEALANT OR CAULKING COMPOUNDS (IN UNITS OF PRODUCT, LE55 PACKAGING, WHICH DO NOT WEIGH MORE THAN 1 POUND 4 DO NOT CONSIST OF MORE THAN 1 b FLUID OUNCES) SHALL COMPLY WITH STATEWIDE VOC STANDARDS 4 OTHER REQUIREMENTS, INCLUDING PROHIBITIONS ON USE OF CERTAIN TOXIC COMPOUNDS, OF CALIFORNIA CODE OF REGULATIONS, TITLE 11, COMMENCING WITH SECTION 94501. 4.) PAINTS 4 COATINGS: 4.504.2.2 ARCHITECTURAL PAINTS 4 COATINGS SHALL COMPLY WITH VOC LIMITS IN TABLE 1 OF THE ARB ARCHITECTURAL SUGGESTED CONTROL MEASURE, AS SHOWN IN TABLE 4.504.3, UNLESS MORE STRINGENT LOCAL LIMITS APPLY. THE VOC CONTENT LIMIT FOR COATINGS THAT DO NOT MEET THE DEFINITIONS FOR THE SPECIALTY COATINGS CATEGORIES LISTED IN TABLE 4.504.3 SHALL BE DETERMINED BY CLASSIFYING THE COATING AS A FLAT, NONFLAT OR NONFLAT-HIGH GLOSS COATING, BASED ON ITS GLOSS, AS DEFINED IN SUBSECTIONS 4.21, 4.56, 4 4.51 OF THE 2001 CALIFORNIA AIR RESOURCES BOARD, SUGGESTED CONTROL MEASURE, 4 THE CORRESPONDING FLAT, NONFLAT OR NONFLAT-HIGH GLOSS VOC LIMIT IN TABLE 4.504.3 SHALL APPLY. 5.) AEROSOL PAINTS 4 COATINGS: 4^504.2.3 AEROSOL PAINTS 4 COATINGS SHALL MEET THE PRODUCT - WEIGHTED MIR LIMITS FOR ROC IN SECTION 94522(A)(3) 4 OTHER REQUIREMENTS, INCLUDING PROHIBITIONS ON USE OF CERTAIN TOXIC COMPOUNDS 4 OZONE DEPLETING SUBSTANCES, IN SECTIONS 94522(C)(2) 4 (D)(2) OF CALIFORNIA GODS OF REGULATIONS, TITLE 11, COMMENDING WITH SECTION 94520; 4 IN AREAS UNDER THE JURISDICTION OF THE BAY AREA AIR QUALITY MANAGEMENT DISTRICT ADDITIONALLY COMPLY WITH THE PERCENT VOC BY WEIGHT OF PRODUCT LIMITS OF REGULATION 5, RULE 49. 6.) VERIFICATION: 4.504.2.4 VERIFICATION OF COMPLIANCE WITH THIS SECTION SHALL BE PROVIDED AT THE REQUEST OF THE ENFORCING AGENCY. DOCUMENTATION MAY INCLUDE, BUT 15 NOT LIMITED TO, THE FOLLOWING: A. MANUFACTURER'S PRODUCT SPECIFICATION. B. FIELD VERIFICATION OF ON-SITE PRODUCT CONTAINERS. 1J CARPET SYSTEMS: 4.504.5 ALL CARPET INSTALLED IN THE BUILDING INTERIOR SHALL MEET THE TESTING 4 PRODUCT REQUIREMENTS OF ONE OF THE FOLLOWING: A. CARPET 4 RUG INSTITUTE'S GREEN LABEL PLUS PROGRAM, B. CALIFORNIA DEPARTMENT OF PUBLIC HEALTH, 'STANDARD METHOD FOR THE TESTING 4 EVALUATION OF VOLATILE ORGANIC CHEMICAL EMISSIONS FROM INDOOR SOURCES USING ENVIRONMENTAL CHAMBERS,' VERSION 1. 1. FEBRUARY 2010 (AKA SPECIFICATION 015 50.) G. N5F/ANSI 140 AT THE GOLD LEVEL. D. SCIENTIFIC CERTIFICATIONS SYSTEMS INDOOR ADVANTACFTM GOLD. 6.) CARPET CUSHION: 4.504.3.1 ALL CARPET CUSHION INSTALLED IN THE BUILDING INTERIOR SHALL MEET THE REQUIREMENTS OF THE CARPET 4 RUG INSTITUTE'S GREEN LABEL PROGRAM. 4.) CARPET ADHESIVE: 4.504.5.2 ALL CARPET ADHESIVE SHALL MEET THE REQUIREMENTS OF TABLE 4.504.1. 10.) RESILIENT FLOORING SYSTEMS: 4.504.4 WHERE RESILIENT FLOORING IS INSTALLED, AT LEA5T 60 PERCENT OF FLOOR AREA RECEIVING RESILIENT FLOORING SHALL COMPLY WITH ONE OR MORE OF THE FOLLOWING: A. VOC EMISSION LIMITS DEFINED IN THE COLLABORATIVE FOR HIGH PERFORMANCE SCHOOLS (CHP5) HIGH PERFORMANCE PRODUCTS DATABASE. B. PRODUCTS COMPLIANT WITH CHP5 CRITERIA CERTIFIED UNDER THE 6REEN4SUARD CHILDREN 4 SCHOOLS PROGRAM. C. CERTIFICATION UNDER THE RESILIENT FLOOR COVERING INSTITUTE (RFCU FLOOR SCORE PROGRAM. D. MEET THE CALIFORNIA DEPARTMENT OF PUBLIC HEALTH, 'STANDARD METHOD FOR THE TESTING 4 EVALUATION OF VOLATILE ORGANIC CHEMICAL EMISSIONS FROM INDOOR SOURCES USING ENVIRONMENTAL CHAMBERS' VERSION 1.1, FEBRUARY 2010 (AKA SPECIFICATION 01350). 1 1.) COMPOSITE WOOD PRODUCTS. 4.504.5 HARDWOOD PLYWOOD, PARTICLEBOARD 4 MEDIUM PEN5ITY FIBERBOARD COMPOSITE WOOD PRODUCTS USED ON THE INTERIOR OR EXTERIOR OF THE BUILDING SHALL MEET THE REQUIREMENTS FOR FORMALDEHYDE AS SPECIFIED IN ARB'5 AIR TOXICS CONTROL MEASURE FOR COMPOSITE WOOD (1 -7 OCR 93 120 ET SEG.), BY OR BEFORE THE DATES SPECIFIED IN THOSE SECTIONS, AS SHOWN IN TABLE 4.504.5. 12.) DOCUMENTATION: 4.504.5.1 VERIFICATION OF COMPLIANCE WITH THIS SECTION SHALL BE PROVIDED AS REQUESTED BY THE ENFORCING AGENCY. DOCUMENTATION SHALL INCLUDE AT LEAST ONE OF THE FOLLOWING: A. PRODUCT CERTIFICATIONS 4 SPECIFICATIONS. B. CHAIN OF CUSTODY CERTIFICATIONS. G. PRODUCT LABELED 4INVOICED AS MEETING THE COMPOSITE WOOD PRODUCTS REGULATION (SEE CCR, TITLE 11, SECTION 931 20, ET SEG.). D. EXTERIOR GRADE PRODUCTS MARKED AS MEETING THE PS -1 OR PS -2 STANDARDS OF THE ENGINEERED WOOD ASSOCIATION, THE AUSTRALIAN ASINZS 2269 OR EUROPEAN bib S5 STANDARDS. E. OTHER METHODS ACCEPTABLE TO THE ENFORCING AGENCY. SECTION 4,505::- ANTERIORM015TURE CONTROL- 15.) ONTROL_13.) CONCRETE SLAB FOUNDATIONS: 4.505.2 CONCRETE SLAB FOUNDATIONS REQUIRED TO HAVE A VAPOR RETARDER BY THE CALIFORNIA BUILDING CODE, CHAPTER 1 9 OR CONCRETE SLAB -ON -GROUND FLOORS REQUIRED TO HAVE A VAPOR RETARDER BY THE CALIFORNIA RESIDENTIAL CODE, CHAPTER 5, SHALL AL50 COMPLY WITH THI5 SECTION. 14.) CAPILLARY BREAK: 4.505.2.1 A CAPILLARY BREAK SHALL BE INSTALLED IN COMPLIANCE WITH AT LEAST ONE OF THE FOLLOWING: A. A 4 -INCH -THICK (1 O 1.6 RNRN) BASE OF L/ZINCH (12.1 MM) OR LARGER GLEAN AGGREGATE SHALL BE PROVIDED WITH A VAPOR RETARDER IN DIRECT CONTACT WITH CONCRETE 4 A CONCRETE MIX DESIGN, WHICH WILL ADDRESS BLEEDING, SHRINKAGE, 4 CURLING, SHALL BE USED. FOR ADDITIONAL INFORMATION, SEE AMERICAN CONCRETE INSTITUTE, AGI 502.2R-06. B. OTHER EQUIVALENT METHODS APPROVED BY THE ENFORCING AGENCY. C. A SLAB DESIGN SPECIFIED BY A LICENSED DE51GN PROFESSIONAL. 15.) MOISTURE CONTENT OF BUILDING MATERIALS: 4.505.5 BUILDING MATERIALS WITH VISIBLE SIGNS OF WATER DAMAGE SHALL NOT BE INSTALLED. WALL 4 FLOOR FRAMING SHALL NOT BE ENCLOSED WHEN THE FRAMING MEMBERS EXCEED 1 q -PERCENT MOISTURE CONTENT. MOISTURE CONTENT SHALL BE VERIFIED IN COMPLIANCE WITH THE FOLLOWING: A 1. MOISTURE CONTENT SHALL BE DETERMINED WITH EITHER A PROBE -TYPE OR CONTACT -TYPE MOISTURE METER. EQUIVALENT MOISTURE VERIFICATION METHODS MAY BE APPROVED BY THE ENFORCING AGENCY 4 SHALL SATI5FY REQUIREMENTS FOUND IN SECTION 101.6 OF THI5 GORE. B. MOISTURE READINGS SHALL BE TAKEN AT A POINT 2 FEET (b 10 MM) TO 4 FEET (12 1 9 MM) FROM THE GRADE STAMPED END OF EACH PIECE TO BE VERIFIED. G. AT LEAST THREE RANDOM MOISTURE READINGS SHALL BE PERFORMED ON WALL 4 FLOOR FRAMING WITH DOCUMENTATION ACCEPTABLE TO THE ENFORCING AGENCY PROVIDED AT THE TIME OF APPROVAL TO ENCGL05E THE WALL 4 FLOOR FRAMING. D. INSULATION PRODUCTS WHICH ARE VISIBLY NET OR HAVE A HIGH MOISTURE CONTENT SHALL BE REPLACED OR ALLOWED TO DRY PRIOR TO ENCLOSURE IN WALL OR FLOOR CAVITIES. NET - APPLIED INSULATION PRODUCTS SHALL FOLLOW THE MANUFACTURERS' DRYING RECOMMENDATIONS PRIOR TO ENCLOSURE. SECTION 4,506:_ INDOOR AIR QVALITL' 4 -EXHAUST. 1 6.) BATHROOM EXHAUST FANS. 4.506.1 EACH BATHROOM SHALL BE MECHANICALLY VENTILATED 4 SHALL COMPLY WITH THE FOLLOWING: A. FANS SHALL BE ENERGY STAR COMPLIANT 4 BE DUCTED TO TERMINATE OUTSIDE THE BUILDING. UNLE55 FUNCTIONING AS A COMPONENT OF A WHOLE HOUSE VENTILATION SYSTEM, FANS MUST BE CONTROLLED BY A HUMIDITY CONTROL B. A. HUMIDITY CONTROLS SHALL BE CAPABLE OF ADJUSTMENT BETWEEN A RELATIVE HUMIDITY RANGE OF LESS THAN OR EQUAL TO 50 PERCENT TO A MAXIMUM OF 80 PERCENT. A HUMIDITY CONTROL MAY UTILIZE MANUAL OR AUTOMATIC MEANS OF ADJUSTMENT. G. B. A HUMIDITY CONTROL MAYBE A SEPARATE COMPONENT TO THE EXHAUST FAN 4 IS NOT REQUIRED TO BE INTEGRAL (I.E., BUILT-IN). D. NOTES: FOR THE PURPOSES OF THI5 SECTION, A BATHROOM IS A ROOM WHICH CONTAINS A BATHTUB, SHOWER, OR TUB/SHOWER COMBINATION. LIGHTING INTEGRAL TO BATHROOM EXHAUST FANS SHALL COMPLY WITH THE CALIFORNIA ENERGY CODE. SECTION 4.507_ ENVIRONMENTAL COMFORT- 11.) OMFORT11.) HEATING 4 AIR-CONDITIONING SYSTEM DESIGN: 4.501.2 HEATING 4 AIR-CONDITIONING SYSTEMS SHALL BE SIZED, DESIGNED 4 HAVE THEIR EQUIPMENT SELECTED U51146 THE FOLLOWING METHODS: A THE HEAT LOSS 4 HEAT GAIN IS ESTABLISHED ACCORDING TO ANSI/ACGA 2 MANUAL J-2004 (RESIDENTIAL LOAD CALCULATION), A5HRAE HANDBOOKS OR OTHER EQUIVALENT DESIGN SOFTWARE OR METHODS. B. DUCT SYSTEMS ARE 51ZED ACCORDING TO ANEI/ACCA 1 MANUAL 11-2009 (RESIDENTIAL DUCT SYSTEMS), ASHRAE HANDBOOKS OR OTHER EQUIVALENT DESIGN SOFTWARE OR METHODS. C. SELECT HEATING 4 COOLING EQUIPMENT ACCORDING TO ANSI/ACOA 5 MANUAL 5-2004 (RESIDENTIAL EQUIPMENT SELECTION) OR OTHER EQUIVALENT DESIGN SOFTWARE OR METHODS. EXCEPTION: USE OF ALTERNATE DE516N TEMPERATURES NECESSARY TO ENSURE THE SYSTEMS FUNCTION ARE ACCEPTABLE.. INSTALLERS SPECIAL IN5PEGTOR5;_ INSTALLER TRAINING: 102.1 HVAC SYSTEM INSTALLERS SHALL BE TRAINED 4 CERTIFIED IN THE PROPER INSTALLATION OF HVAC SYSTEMS INCLUDING DUCTS 4 EQUIPMENT BY A NATIONALLY OR REGIONALLY RECOGNIZED TRAINING OR CERTIFICATION PROGRAM. UNCERTIFIED PERSONS MAY PERFORM HVAC, INSTALLATIONS WHEN UNDER THE DIRECT SUPERVISION 4 RESPONSIBILITY OF A PERSON TRAINED 4 CERTIFIED TO INSTALL HVAC, SYSTEMS OR CONTRACTOR LICENSED TO INSTALL HVAC SYSTEMS. EXAMPLES OF ACCEPTABLE HVAC TRAINING 4 CERTIFICATION PROGRAMS INCLUDE BUT ARE NOT LIMITED TO THE FOLLOWING: 1. STATE CERTIFIED APPRENTICESHIP PROGRAMS 2. PUBLIC UTILITY TRAINING PROGRAMS. S. TRAINING PROGRAMS SPONSORED BY TRADE, LABOR OR STATEWIDE ENERGY CONSULTING OR VERIFICATION ORGANIZATIONS. 4. PROGRAMS SPONSORED BY MANUFACTURING ORGANIZATIONS. 5. OTHER PROGRAMS ACCEPTABLE TO THE ENFORCING AGENCY. SPECIAL INSPECTION: 102.2 WHEN REQUIRED BY THE ENFORCING AGENCY, THE OWNER OR THE RESPONSIBLE ENTITY ACTING AS THE O WNEWS AGENT SHALL EMPLOY ONE OR MORE SPECIAL INSPECTORS TO PROVIDE INSPECTION OR OTHER DUTIES NECESSARY TO SUBSTANTIATE COMPLIANCE WITH THIS CODE. SPECIAL INSPECTORS SHALL DEMONSTRATE COMPETENCE TO THE SATISFACTION OF THE ENFORCING AGENCY FOR THE PARTICULAR TYPE OF INSPECTION OR TASK TO BE PERFORMED. IN ADDITION TO OTHER CERTIFICATIONS OR GUALIFICATION5 ACCEPTABLE TO THE ENFORCING AGENCY, THE FOLLOWING CERTIFICATIONS OR EDUCATION MAY BE CONSIDERED BY THE ENFORCING AGENCY WHEN EVALUATING THE QUALIFICATIONS OF A SPECIAL INSPECTOR: 1. CERTIFICATION BY A NATIONAL OR REGIONAL GREEN BUILDING PROGRAM OR STANDARD PUBLISHER. 2. CERTIFICATION BY A STATEWIDE ENERGY CONSULTING OR VERIFICATION ORGANIZATION, SUCH AS HERS RATERS, BUILDING PERFORMANCE CONTRACTORS, 4 HOME ENERGY AUDITORS. S. SUCCESSFUL COMPLETION OF A THIRD PARTY APPRENTICE TRAINING PROGRAM IN THE APPROPRIATE TRADE. 4. OTHER PROGRAMS ACCEPTABLE TO THE ENFORCING AGENCY. NOTES: 1. SPECIAL INSPECTORS SHALL BE INDEPENDENT ENTITIES WITH NO FINANCIAL INTEREST IN THE MATERIALS OR THE PROJECT THEY ARE INSPECTING FOR COMPLIANCE WITH THIS CODE. 2. HERS RATERS ARE SPECIAL INSPECTORS CERTIFIED BY THE CALIFORNIA ENERGY COMMISSION (GEC) TO RATE HOMES IN CALIFORNIA ACCORDING TO THE HOME ENERGY RATING SYSTEM (HERS). WHEN REQUIRED BY THE ENFORCING AGENCY, THE OWNER OR THE RESPONSIBLE ENTITY ACTING AS THE OWNER'S AGENT SHALL EMPLOY ONE OR MORE SPECIAL INSPECTORS TO PROVIDE INSPECTION OR OTHER DUTIES NECESSARY TO SUBSTANTIATE COMPLIANCE WITH THIS CODE. SPECIAL INSPECTORS SHALL DEMONSTRATE COMPETENCE TO THE SATISFACTION OF THE ENFORCING AGENCY FOR THE PARTICULAR TYPE OF INSPECTION OR TASK TO BE PERFORMED. IN ADDITION, THE SPECIAL INSPECTOR SHALL HAVE A CERTIFICATION FROM A RECOGNIZED STATE, NATIONAL OR INTERNATIONAL ASSOCIATION, AS DETERMINED BY THE LOCAL AGENCY. THE AREA OF CERTIFICATION SHALL BE CLOSELY RELATED TO THE PRIMARY JOB FUNCTION, A5 DETERMINED BY THE LOCAL AGENCY. NOTE: SPECIAL INSPECTORS SHALL BE INDEPENDENT ENTITIES WITH NO FINANCIAL INTEREST IN THE MATERIALS OR THE PROJECT THEY ARE INSPECTING FOR COMPLIANCE WITH THI5 CODE. DOCUMENTATION: 103.1 DOCUMENTATION USED TO 5HOW COMPLIANCE WITH THIS CODE SHALL INCLUDE BUT 15 NOT LIMITED TO, CONSTRUCTION DOCUMENTS, PLANS, SPECIFICATIONS, BUILDER OR INSTALLER CERTIFICATION, INSPECTION REPORTS, OR OTHER METHODS ACCEPTABLE TO THE ENFORCING AGENCY WHICH DEMONSTRATE SUBSTANTIAL CONFORMANCE. WHEN SPECIFIC DOCUMENTATION OR SPECIAL INSPECTION IS NECESSARY TO VERIFY COMPLIANCE, THAT METHOD OF COMPLIANCE WILL BE SPECIFIED IN THE APPROPRIATE SECTION OR IDENTIFIED IN THE APPLICATION CHECKLIST. A RESIDENTIAL MANDATORY MEASURES CHECKLIST MAY BE OBTAINED FROM YOUR LOCAL BUILDING DEPARTMENT. DOWNSPOUT - CONNECT TO YARD DRAIN N R U_ b X In EDGE NAIL ROOF PLY AT ----P* DRAG TRUSS 4"X6 6:12 P TON YnGIRDER TRU55 � n� t ma D_01RM-ERYPN75: VX52=LOW PROFILE 0 1 EDGE NAIL ROOF PLY AT TRUSSES R\ DOWNSPOUT_ CONNECT TO YARD DRAIN 'AOR ED 6:13 PITCH EMAIL ADDRESS: KAVII30446Yahoo.Gom DOWNSPOUT CONNECT TO NIT/, �. (530) 592-4401 WORK ~I MaXOCagMama.Oom 1S W ma YARD DRAINSD _..___.-... ..... ....... 36• MSTA24 STRAP I C5_l6 STRAP- 6/12 01 X4.5LENGTH TRUSS TO TOP DRAG TRUSS TO PLATE PER 6/SD2.51M. W d,` In BEAM PER b/SD2 b"x 12" DFS 1, TYP. 4"X6" PC7_4 SzIRDER TRU55: uq^ 4 2) ROOF PITCH SHALL BE 6:1 2, TYPICAL. MSTA245TRAP Lu Ln W i wm wm 1500# X 0 J OL W ROOF PLAN STRUCTURAL NOTES: - r PROVIDE 4X6 POST MIN. AT ALL BEAM AND GIRDER Li v V F- q V O 1.) SEE TYPICAL NOTE SHEET SN AND TYPICAL DETAIL - n- -1 W Z SHEETS ED 1-5D2 FOR ADDITIONAL INFORMATION. Q FOUNDATION, BETWEEN FRAMING MW u l W J W W Q/ ' W^' O 5 1 /8" x 12" 24F GLB FIELD CONDITIONS SHALL BE IMMEDIATELY BROUGHT JU3 4- -1 ? k) 1 T.O-V4 't.) Lu W N L V APPLIED WITH LONG DIMEN51ON ACROSS SUPPORTS In ALL EXPOSED SHALL BE PRESSURE q -1 O K O } q and TREATED WITW TREATMENT PROCESS AND APPLICATION I E01 I ( I APPROPRIATE`• FOR EXPOSURE ACCORDING TO MFR'S EQUIVALENT (0.1 3 V DIA X 2 1/2') AT 6" O.G. AT N WRITTEN GUIDELINES. J 8.) ROOF TRUSS I-AYOUT SHALL BE REVIEWED BY ENGINEER BECOME LIVABLE: BLOCKING AND WHERE INDICATED ON PLAN. FIELD 41 LL AS TRUSS DE916N5 AVAILABLE FROM TRUSS a a a i •' a a a A11(01 8 6 aU < a a s a R R S SHEAR SOFFIT PER 5/SD2 2965 5gFt EDGES U.N.O. BY PANEL MANUFACTURER. AT ALL LOW D P E03 J t - AND BUILDING DEPARTMENT APPROVAL PRIOR TO GARAGE: } _ W01 9(20 5gFt 5.) SEE NOTE SECTION 8 -SN FOR ROOF TPU55ES BY q.) x OTHERS. ,- 2 d X 4.) TYPICAL HEADER BELOW SHALL BE 6X8 DF -L #2 LINO. IMMEDIATELY NOTIFY TRU55 COMPANY OF ANY 6:12 DISGREPANGIfS. - PATIO: OVER FRAMING: 10.) PrtGH 6-0000 OJ COMPLIANCE WITH 2015 GBG FASTENING SCHEDULE, PER 2/SD2 SIM, TYP. 1 92 5gFt REAR TABLE 2304.c7.1, UNLE55 NOTED OTHERWISE. 5"14 SgFt TOTAL WHERE OCCURS DATE: D_01RM-ERYPN75: VX52=LOW PROFILE 0 1 EDGE NAIL ROOF PLY AT TRUSSES R\ DOWNSPOUT_ CONNECT TO YARD DRAIN 9 l 1 1 �! T L II. n� ma GIRDER TYP. U.N.O. b"x8" DF#2 GIRDER TRU55 GIRPER TRU-55 U 6:12 PITCH C516_5T9AP X6LENGTH OVER PLY OVER 2"X BLOCKING BELOW 6:12 PITCH LETA 15 STRAP 4.63 SOFT OF UPPER NFVA ROOF SOP_CENT5- INSTALLED IN LOWER PORTION OF ROOF 4.16 SOFT -(5) 2'x52' O'HA61N LOW PROFILE COMP EYEBROW 72.050 IN EACH) - 0.52 SOFT BY O'HAGIN MFG. LLC, OR EQ. REGTANGVI-AR EA VE YENT5-yDLCAN. VINT@EOR_AW.. �'-L4. SOFT -(11)51/2'X22'EAVE VENTS (41 SO IN EACH)- 0.265 SOFT (VE5522) 1.30 SOFT OF LOWER NFVA 16.9 TOTAL SOFT OF VENTS(NFVA) HYAAOGG1)NIT_CLEA9 AN_GE 5- PROVIDE AND SHOW THE MINIMUM REQUIRED CLEARANCE (NOT LESS THAN 30" IN DEPTH, WIDTH AND HEI(SHT) FOR THE ATTIC MOUNTED FURNACE WITHIN THE MANUFACTURED TRUSS SYSTEM COMP E LYING WITH 201 3 GING SECTIONS 305 AND 904.1 1. REFER TO TRUSS CALCULATIONS FOR THE TRUSS WEB DESIGN, LATERAL BRACING REQUIREMENT AND TOP AND BOTTOM CORD LOADING ACCEPTABLE FOR AN AIR-HANDLER/FURNACE UNIT. (THE MECHANICAL UNIT SPACE SHOULD BE DESIGNED WITHIN THE MANUFACTURER'S TRUSS SYSTEM.) 6"X 12* DF#2 6:12 PRCH MSTA�4_5TRAP- BEAM TO TOP PLATE PER 4/51:)2 6:12 PITCH 612 PITCH 6"x 12" DF#2 VORMER_VENT5: 2'x32• LOW PROFILE u n� n� ma G516666�`TR_AP X6'LENGTH- PER 14/5D2 STRAP ACCURS AT MAIN GIRpER TRU ROOF BELOW OVERFRAMING AT THIS LOCATION. 4"x6"Z GIRD RU55 6"xb" DF#2 BELOW W/ 5�2 I HUG HANGER EA. END. 1 2.0' TYP. 1 N BELOW SD b"Xb ma ma GIRpER TRU55 V4 TYP. I SD 6r 12 PITCH I 6"X 10" DF#2, TYP. \LSSA 1_BSTRAP_ /' PER 4/5D2 DOWN5POU_T CONNECT TO YARD DRAIN TYP. NON- BEARIN6 WALL 612 PRGH 6"x B" DF�2 be 12 PRGH ROOF PLY 1 1 /8" X 1 1 /8" ANGLE W/ (2) 114"X 2" LONG 3/8" DIA. LAG BOLTS INTO TOP RAFTERS THREADED ROOFING MEMBER - AT 247 c/c ROD TYPICAL. 45 deg 'AOR ED 6:13 PITCH EMAIL ADDRESS: KAVII30446Yahoo.Gom 'AIR NIT/, �. (530) 592-4401 WORK ~I MaXOCagMama.Oom 1S W ma ------........ _..___.-... ..... ....... 36• I I C5_l6 STRAP- 6/12 01 X4.5LENGTH TRUSS TO TOP PLATE PER 6/SD2.51M. W d,` In 1) ROOF COVERING SHALL BE COMPOSITION ROOFING. b"x 12" DFS 1, TYP. 1 uq^ 4 2) ROOF PITCH SHALL BE 6:1 2, TYPICAL. MSTA245TRAP Lu Ln W i wm wm W U p 13 %) 0 Z Z X 0 J OL W ROOF PLAN STRUCTURAL NOTES: 0 PROVIDE 4X6 POST MIN. AT ALL BEAM AND GIRDER Li v V F- q V O 1.) SEE TYPICAL NOTE SHEET SN AND TYPICAL DETAIL 1� n- -1 W Z SHEETS ED 1-5D2 FOR ADDITIONAL INFORMATION. Q FOUNDATION, BETWEEN FRAMING MW u l W J W W Q/ ANY D15GREPANGIES SHOWN AND13 W^' O TECO, OR PITTSBURGH RATED SHEATHING, SPAN FIELD CONDITIONS SHALL BE IMMEDIATELY BROUGHT JU3 4- -1 ? k) 700 't.) Lu W N L V APPLIED WITH LONG DIMEN51ON ACROSS SUPPORTS In ALL EXPOSED SHALL BE PRESSURE q -1 O K O } q and TREATED WITW TREATMENT PROCESS AND APPLICATION I E01 I ( I APPROPRIATE`• FOR EXPOSURE ACCORDING TO MFR'S EQUIVALENT (0.1 3 V DIA X 2 1/2') AT 6" O.G. AT WRITTEN GUIDELINES. J 8.) ROOF TRUSS I-AYOUT SHALL BE REVIEWED BY ENGINEER BECOME LIVABLE: BLOCKING AND WHERE INDICATED ON PLAN. FIELD AS TRUSS DE916N5 AVAILABLE FROM TRUSS a a a i •' a a a A11(01 8 6 aU < a a s a R R S 2965 5gFt EDGES U.N.O. BY PANEL MANUFACTURER. AT ALL LOW TRUSS REVIEW LETTER FROM THE ENGINEER OF RECORD E03 AND BUILDING DEPARTMENT APPROVAL PRIOR TO GARAGE: } _ W01 9(20 5gFt 5.) SEE NOTE SECTION 8 -SN FOR ROOF TPU55ES BY q.) GONTRAGTOK TO VERIFY THE LOCATION AND LOADING OTHERS. ,- 2 d COVERED 4.) TYPICAL HEADER BELOW SHALL BE 6X8 DF -L #2 LINO. IMMEDIATELY NOTIFY TRU55 COMPANY OF ANY I I Jm DISGREPANGIfS. - PATIO: 10.) =I 6-0000 OJ COMPLIANCE WITH 2015 GBG FASTENING SCHEDULE, - 1 92 5gFt REAR TABLE 2304.c7.1, UNLE55 NOTED OTHERWISE. 5"14 SgFt TOTAL DATE: '7/15/2016 L/ 1 � 110-1 I SCALE: SHOWN PERMIT a1 V� t -_ BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR 29m 'e aongq I � REVIEWED DATE �•3-�-L� \J\1- FOR CODE COMPLIANCE I WOW I AUG 0 2 2016 « 0 5HEET INTERWEST CONSULTING GROUP a wo, J. Y, I m In I vn - AW1-71 01 y^ ' $ f 0 Y Yf AY I J a w j: I 'a� �.. woz 1L " a O 1U s `� 'p S W`z DU ANN ] 5 GOa uoo _ Jo+ i 6. o, 1 y � Ir} �� = BEARING WALLS t Q JQl I.. - '... f 7161] l0] $ 701 ■ •✓�" k ` "'i .pi � 101 ♦ •JJssJ !W 3 [01 ' I 9 l 1 1 �! T L II. n� ma GIRDER TYP. U.N.O. b"x8" DF#2 GIRDER TRU55 GIRPER TRU-55 U 6:12 PITCH C516_5T9AP X6LENGTH OVER PLY OVER 2"X BLOCKING BELOW 6:12 PITCH LETA 15 STRAP 4.63 SOFT OF UPPER NFVA ROOF SOP_CENT5- INSTALLED IN LOWER PORTION OF ROOF 4.16 SOFT -(5) 2'x52' O'HA61N LOW PROFILE COMP EYEBROW 72.050 IN EACH) - 0.52 SOFT BY O'HAGIN MFG. LLC, OR EQ. REGTANGVI-AR EA VE YENT5-yDLCAN. VINT@EOR_AW.. �'-L4. SOFT -(11)51/2'X22'EAVE VENTS (41 SO IN EACH)- 0.265 SOFT (VE5522) 1.30 SOFT OF LOWER NFVA 16.9 TOTAL SOFT OF VENTS(NFVA) HYAAOGG1)NIT_CLEA9 AN_GE 5- PROVIDE AND SHOW THE MINIMUM REQUIRED CLEARANCE (NOT LESS THAN 30" IN DEPTH, WIDTH AND HEI(SHT) FOR THE ATTIC MOUNTED FURNACE WITHIN THE MANUFACTURED TRUSS SYSTEM COMP E LYING WITH 201 3 GING SECTIONS 305 AND 904.1 1. REFER TO TRUSS CALCULATIONS FOR THE TRUSS WEB DESIGN, LATERAL BRACING REQUIREMENT AND TOP AND BOTTOM CORD LOADING ACCEPTABLE FOR AN AIR-HANDLER/FURNACE UNIT. (THE MECHANICAL UNIT SPACE SHOULD BE DESIGNED WITHIN THE MANUFACTURER'S TRUSS SYSTEM.) 6"X 12* DF#2 6:12 PRCH MSTA�4_5TRAP- BEAM TO TOP PLATE PER 4/51:)2 6:12 PITCH 612 PITCH 6"x 12" DF#2 VORMER_VENT5: 2'x32• LOW PROFILE u n� n� ma G516666�`TR_AP X6'LENGTH- PER 14/5D2 STRAP ACCURS AT MAIN GIRpER TRU ROOF BELOW OVERFRAMING AT THIS LOCATION. 4"x6"Z GIRD RU55 6"xb" DF#2 BELOW W/ 5�2 I HUG HANGER EA. END. 1 2.0' TYP. 1 N BELOW SD b"Xb ma ma GIRpER TRU55 V4 TYP. I SD 6r 12 PITCH I 6"X 10" DF#2, TYP. \LSSA 1_BSTRAP_ /' PER 4/5D2 DOWN5POU_T CONNECT TO YARD DRAIN TYP. NON- BEARIN6 WALL 612 PRGH 6"x B" DF�2 be 12 PRGH ROOF PLY 1 1 /8" X 1 1 /8" ANGLE W/ (2) 114"X 2" LONG 3/8" DIA. LAG BOLTS INTO TOP RAFTERS THREADED ROOFING MEMBER - AT 247 c/c ROD TYPICAL. 45 deg SEISMIC RESTRAINTS (4) R DIRECTIONS. \1 1/6"X 1 1/6" ANGLE W/ NUTS 1 WASHERS. 1. FURNACE ?HALL BE LOCATED WITHIN 2C OF THE ATTIC, ACCESS. 2. PROVIDE A WORK PLATFORM 50" WIDE IN FRONT OF THE ENTIRE FIREBOX SIDE E. PROVIDE PERMANENT ELECTRICAL OUTLET, A LIGHT SWITCHED AT THE ATTIC, AGCE55, AND A FUEL GAS STUB SHALL BE PROVIDEL° NEAR THE FURNACE. HVAC CONNECTION DETAIL SCALE: 1/2"" 1'-O" 1 3 MSTA40 STRAP DRAG TRUSS TO TOP DOW195P-OUT PLATE PER 6/SD2, SIM. CONNECT TO GIRDER YARD DRAIN TR -U55 Elf" 4"X b" C51.6_5TRAP_ D9RMERYS.>•1T: x4.5' LENGTH TRV55 2"x32' LOW PROFILE TO TOP PLATE PER b/5D2. SIM. DRAG TRUSS: 3000# ----------- TRU55 --------TRU55 \ 0516 STRAP XS' LENGTH OVER PLY OVER 2"X BLOCKING _5 1 15"X 15 1/2" 24F -V4 GLB - - DOWNSPOUT CONNECT TO YARD DRAIN 'AOR ED 6:13 PITCH EMAIL ADDRESS: KAVII30446Yahoo.Gom 'AIR NIT/, �. (530) 592-4401 WORK SEISMIC RESTRAINTS (4) R DIRECTIONS. \1 1/6"X 1 1/6" ANGLE W/ NUTS 1 WASHERS. 1. FURNACE ?HALL BE LOCATED WITHIN 2C OF THE ATTIC, ACCESS. 2. PROVIDE A WORK PLATFORM 50" WIDE IN FRONT OF THE ENTIRE FIREBOX SIDE E. PROVIDE PERMANENT ELECTRICAL OUTLET, A LIGHT SWITCHED AT THE ATTIC, AGCE55, AND A FUEL GAS STUB SHALL BE PROVIDEL° NEAR THE FURNACE. HVAC CONNECTION DETAIL SCALE: 1/2"" 1'-O" 1 3 MSTA40 STRAP DRAG TRUSS TO TOP DOW195P-OUT PLATE PER 6/SD2, SIM. CONNECT TO GIRDER YARD DRAIN TR -U55 Elf" 4"X b" C51.6_5TRAP_ D9RMERYS.>•1T: x4.5' LENGTH TRV55 2"x32' LOW PROFILE TO TOP PLATE PER b/5D2. SIM. DRAG TRUSS: 3000# ----------- TRU55 --------TRU55 \ 0516 STRAP XS' LENGTH OVER PLY OVER 2"X BLOCKING _5 1 15"X 15 1/2" 24F -V4 GLB - - DOWNSPOUT CONNECT TO YARD DRAIN EDGE NAIL ROOF PLY AS AT DRAG TRUSS TYP. EAVE DOWN5POSZT CONNECT TO YARD DRAIN ARCH E 1 50"x42" WHILE EVERY ATTEMPT HAS BEEN MADE IN THE PREPARATION OF THIS PLAN TO AVOID MISTAKES, THE MAKER CANNOT GUARANTEE AGAINST HUMAN ERROR. BUILDING CONTRACTOR / HOME OWNER TO REVIEW AND VERIFY ALL DMENSIONS, SPECS, AND CONNECTIONS BEFORE CONSTRUCTION BEGINS. P.A"'" BY: ��H (550)691-056S Y11 YGAMORI VALLIY ROAD Oleo, GAI.IFORNIA 959'19 LYNNaSMITHB 20ATT.NCT CNERGY GALLS BY: Qv, GOLDEN BUN � �„DCSIbNS MAX RAMIRCZ JERRY TUCKER GENERAL CONTRACTOR (5 50) 895-1 q,?9 1/15/2016 THESE PLANS HAVE BEEN REVIEWED ONLY FOR COMPLIANCE WITH ATTACHED STRUCTURAL CALCULATIONS. THE ENGINEER'5 STAMP ON THIS PLAN IS VALID ONLY WITH A LETTER SIGNED BY THI5 ENGINEER FOR EACH UNIQUE BUILD. � J4 MAX RAMIREZ - GOLDEN 5LN DB516N - ENERGY CALLS 22189 SAM50H AVENUE, CORNING, 1j) 6:13 PITCH EMAIL ADDRESS: KAVII30446Yahoo.Gom 1j) � �. (530) 592-4401 WORK ~I MaXOCagMama.Oom 1S W ma Q V 6:13 FITC0 PER 4/SD2 36• I I C5_l6 STRAP- 6/12 01 X4.5LENGTH TRUSS TO TOP PLATE PER 6/SD2.51M. W d,` In 1) ROOF COVERING SHALL BE COMPOSITION ROOFING. b"x 12" DFS 1, TYP. 1 uq^ 4 2) ROOF PITCH SHALL BE 6:1 2, TYPICAL. MSTA245TRAP Lu Ln W DRAG TRU55 TO TOP PLATE PER b/SD2 = EDGE NAIL ROOF PLY AS AT DRAG TRUSS TYP. EAVE DOWN5POSZT CONNECT TO YARD DRAIN ARCH E 1 50"x42" WHILE EVERY ATTEMPT HAS BEEN MADE IN THE PREPARATION OF THIS PLAN TO AVOID MISTAKES, THE MAKER CANNOT GUARANTEE AGAINST HUMAN ERROR. BUILDING CONTRACTOR / HOME OWNER TO REVIEW AND VERIFY ALL DMENSIONS, SPECS, AND CONNECTIONS BEFORE CONSTRUCTION BEGINS. P.A"'" BY: ��H (550)691-056S Y11 YGAMORI VALLIY ROAD Oleo, GAI.IFORNIA 959'19 LYNNaSMITHB 20ATT.NCT CNERGY GALLS BY: Qv, GOLDEN BUN � �„DCSIbNS MAX RAMIRCZ JERRY TUCKER GENERAL CONTRACTOR (5 50) 895-1 q,?9 1/15/2016 THESE PLANS HAVE BEEN REVIEWED ONLY FOR COMPLIANCE WITH ATTACHED STRUCTURAL CALCULATIONS. THE ENGINEER'5 STAMP ON THIS PLAN IS VALID ONLY WITH A LETTER SIGNED BY THI5 ENGINEER FOR EACH UNIQUE BUILD. LEGEND: � J4 MAX RAMIREZ - GOLDEN 5LN DB516N - ENERGY CALLS 22189 SAM50H AVENUE, CORNING, 5UMMIT 5TRUCTURAL DE51GN - STRUCTURAL ENGINEER %u 383RIOLINDO AVENUE l200CHIC0,OA 95926 G:\Users\Lynn\VILA nta\Chief XP Plana\Kevin Avila - Lot 2l Bay Tree\Avll9 Plan.leyout EMAIL ADDRESS: KAVII30446Yahoo.Gom 9.5' R-IDGE.LEN(STH �. (530) 592-4401 WORK OWNER: KEVIN AVILA (530) 588-5682 CELLEMAIL MaXOCagMama.Oom 1S - EMAIL ADDRE59: RylendOSummItGHI00.0om ADDRESS: KAVIIa0440Yah,10.0011 U) PER 4/SD2 PITCH ^z/ o li.. W 6/12 01 LL W d,` In 1) ROOF COVERING SHALL BE COMPOSITION ROOFING. Q 1 uq^ 4 2) ROOF PITCH SHALL BE 6:1 2, TYPICAL. Lu Ln W y < W U p 13 %) 0 Z Z X 0 J OL W ROOF PLAN STRUCTURAL NOTES: 0 PROVIDE 4X6 POST MIN. AT ALL BEAM AND GIRDER Li v V F- q V O 1.) SEE TYPICAL NOTE SHEET SN AND TYPICAL DETAIL n- -1 W Z SHEETS ED 1-5D2 FOR ADDITIONAL INFORMATION. Q FOUNDATION, BETWEEN FRAMING MW u l W J W W Q/ ANY D15GREPANGIES SHOWN AND13 W^' O TECO, OR PITTSBURGH RATED SHEATHING, SPAN FIELD CONDITIONS SHALL BE IMMEDIATELY BROUGHT In 4- -1 ? k) RATING 52/16, EXPOSURE 1 STRUCTURAL PANELS, 't.) Lu W N L V APPLIED WITH LONG DIMEN51ON ACROSS SUPPORTS In ALL EXPOSED SHALL BE PRESSURE q -1 O K O } q and TREATED WITW TREATMENT PROCESS AND APPLICATION N OFFSET 4'. EDGE NAIL WITH Sd COMMON OR APPROPRIATE`• FOR EXPOSURE ACCORDING TO MFR'S EQUIVALENT (0.1 3 V DIA X 2 1/2') AT 6" O.G. AT WRITTEN GUIDELINES. J LEGEND: � J4 MAX RAMIREZ - GOLDEN 5LN DB516N - ENERGY CALLS 22189 SAM50H AVENUE, CORNING, 5UMMIT 5TRUCTURAL DE51GN - STRUCTURAL ENGINEER %u 383RIOLINDO AVENUE l200CHIC0,OA 95926 G:\Users\Lynn\VILA nta\Chief XP Plana\Kevin Avila - Lot 2l Bay Tree\Avll9 Plan.leyout EMAIL ADDRESS: KAVII30446Yahoo.Gom 9.5' R-IDGE.LEN(STH �. (530) 592-4401 WORK OWNER: KEVIN AVILA (530) 588-5682 CELLEMAIL MaXOCagMama.Oom LSTA_1_8__5TRAP - EMAIL ADDRE59: RylendOSummItGHI00.0om ADDRESS: KAVIIa0440Yah,10.0011 PER 4/SD2 PITCH 6/12 SCALE: 114" - 1'-0" N J 1) ROOF COVERING SHALL BE COMPOSITION ROOFING. uq^ 4 2) ROOF PITCH SHALL BE 6:1 2, TYPICAL. W 5) ROOF OVERHANG SHALL BE 1 8" AT OVERHANG 4 18" AT W U p 13 %) 0 Z Z GABLE ENDS, UNLE55 OTHERWI5E NOTED. to ROOF PLAN STRUCTURAL NOTES: 5.) PROVIDE 4X6 POST MIN. AT ALL BEAM AND GIRDER F- q V O 1.) SEE TYPICAL NOTE SHEET SN AND TYPICAL DETAIL TRUSS BEARING POINTS AND CONTINUE IN WALL TO -1 W Z SHEETS ED 1-5D2 FOR ADDITIONAL INFORMATION. b.) FOUNDATION, BETWEEN FRAMING W J W 2.) TYPICAL ROOF SHEATHING (UNC): 1 /2" THICK, APA, ANY D15GREPANGIES SHOWN AND13 Z Lu TECO, OR PITTSBURGH RATED SHEATHING, SPAN FIELD CONDITIONS SHALL BE IMMEDIATELY BROUGHT 4- -1 ? k) RATING 52/16, EXPOSURE 1 STRUCTURAL PANELS, 't.) TO THE ENGINgER OF RECORD. FRAMING W N L V APPLIED WITH LONG DIMEN51ON ACROSS SUPPORTS ALL EXPOSED SHALL BE PRESSURE q -1 O K O } q AND ADJACENT PANELS STAGGERED WITH 4' ENDS TREATED WITW TREATMENT PROCESS AND APPLICATION ~ = U OFFSET 4'. EDGE NAIL WITH Sd COMMON OR APPROPRIATE`• FOR EXPOSURE ACCORDING TO MFR'S EQUIVALENT (0.1 3 V DIA X 2 1/2') AT 6" O.G. AT WRITTEN GUIDELINES. ALL PANEL EDGE5, BOUNDARIES, GABLE ENDS, 8.) ROOF TRUSS I-AYOUT SHALL BE REVIEWED BY ENGINEER BECOME LIVABLE: BLOCKING AND WHERE INDICATED ON PLAN. FIELD AS TRUSS DE916N5 AVAILABLE FROM TRUSS NAIL AT 1 2" O.G. PROVIDE 1 /8" GAP AT ALL PANEL - MANUFAGTUReR. CONTRACTOR SHALL OBTAIN SIGNED 2965 5gFt EDGES U.N.O. BY PANEL MANUFACTURER. AT ALL LOW TRUSS REVIEW LETTER FROM THE ENGINEER OF RECORD SLOPE ROOFS PROVIDE (1) PANEL CLIP MIN. BETWEEN AND BUILDING DEPARTMENT APPROVAL PRIOR TO GARAGE: SUPPORTS AT ABUTTING PANEL EDGES. CONSTRUCTION. 9(20 5gFt 5.) SEE NOTE SECTION 8 -SN FOR ROOF TPU55ES BY q.) GONTRAGTOK TO VERIFY THE LOCATION AND LOADING OTHERS. OF ALL TRUSS TO TRUSS MECHANICAL CONNECTIONS. COVERED 4.) TYPICAL HEADER BELOW SHALL BE 6X8 DF -L #2 LINO. IMMEDIATELY NOTIFY TRU55 COMPANY OF ANY DISGREPANGIfS. - PATIO: 10.) ALL STRUGTU9AL MEMBERS SHALL BE FASTENED IN - 182 SgFt FRONT COMPLIANCE WITH 2015 GBG FASTENING SCHEDULE, - 1 92 5gFt REAR TABLE 2304.c7.1, UNLE55 NOTED OTHERWISE. 5"14 SgFt TOTAL DATE: '7/15/2016 L/ 1 � 110-1 I SCALE: SHOWN PERMIT a1 V� BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR 29m CODE COMPLIANCE REVIEWED DATE �•3-�-L� \J\1- FOR CODE COMPLIANCE I WOW AUG 0 2 2016 5HEET INTERWEST CONSULTING GROUP KEVIN AVILA (530)588-5682 CELL � J4 MAX RAMIREZ - GOLDEN 5LN DB516N - ENERGY CALLS 22189 SAM50H AVENUE, CORNING, 5UMMIT 5TRUCTURAL DE51GN - STRUCTURAL ENGINEER %u 383RIOLINDO AVENUE l200CHIC0,OA 95926 G:\Users\Lynn\VILA nta\Chief XP Plana\Kevin Avila - Lot 2l Bay Tree\Avll9 Plan.leyout EMAIL ADDRESS: KAVII30446Yahoo.Gom •i CALIFORNIA 96021 PHONE: (530)521-1242 tELL �1� EMAIL ADDRESS: �. (530) 592-4401 WORK OWNER: KEVIN AVILA (530) 588-5682 CELLEMAIL MaXOCagMama.Oom - EMAIL ADDRE59: RylendOSummItGHI00.0om ADDRESS: KAVIIa0440Yah,10.0011 IT O COPYRIGHT 2016 LYNN SMITH - DRAFTING L 5/11 y 199 SYCAMORE VALLEY ROAD, "11111 CHIC0. OA 95915 (550) 891-0555 WORK CONTINUOUS .m, =vaur CONTINUOUS LANDINGS: ELEGT._SERVICE: . THE LANDING AT AN EXTERIOR DOORWAY SHALL NOT BE MORE 200 AMP ELECT. THAN 1.15 INCHES BELOW THE TOP OF THE THRESHOLD, SERVICE METER PROVIDED THE DOOR, OTHER THAN AN EXTERIOR STORM OR SCREEN DOOR, DOES NOT SWING OVER THE LANDING. 48'14 MIN. - '15" MAX. EAVES t SOFFIT_NOTES: PROVIDE CCX PLYWOOD AT EAVES,OR: EAVES SHALL BE ENCLOSED WITH AN IGNITION RESISTANT OR NON- COMBUSTIBLE MATERIAL IN ACCORDANCE WITH THE 2015 CRC, SECTION R527. EXTERIOR DOORS: ALL EXTERIOR DOORS TO BE FIRE RESISTANT IN ACCORDANCE WITH THE 2015 ORO, SECTION R521. EXTERIOR GLAZING: ONE PANE OF EACH WINDOW SHALL BE TEMPERED AS PER THE 2015 CRC SECTION R32'1. ALL EXTERIOR. WALLS:. ALL EXTERIOR WALLS SHALL BE ENCLOSED WITH AN IGNITION RESISTANT OR NON-COMBUSTIBLE MATERIAL IN ACCORDANCE WITH THE 2013 CRC SECTION R321. 9' PLATE HEIGHT 4 DONNSP01T HIS FIN15HED GRADE CONTINUOUS RIDGE VENT COMP05ITIONROOFIN6, OVER 15# FELT OVER 1/2" GDX PLYWOOD OR OSB WITH 8d'S AT b", 12" c/c. PITCH b / 12 ROOF VENTILATION: SEE ROOF PLAN t ROOF VENTILATION CAL05. 3 GOAT STUCCO: APPLIED OVER 2 LAYERS OP BRAVE D PAPER. RIGHT IVF. V-LE\4fATION SCALE: 114"- 1'-0" CONTINUOUS RIDGE VENT CONNECT TO 2'x3' DOWN5POUTS 30509H STUCCO WEEP_ SCREEDS: INSTALL V ABOVE PAVED AREAS. INSTALL 4'ABOVE 501E L�P'T�51l:�EEL�YA�TION SCALE: 1/4"- 1'-O" HVA(:, UNIT: PROVIDE 22Ov ELECT. DISCONNECT WITHIN 25. SEE ENVIRONMENTAL QUALITY NOTE 15. CONTINUOUS RIDGE VENT CONTINUOUS RIDGE VENT CHRISTMAS LIGHTS: 11 ov 6Fa 64OSH PROVIDE OUTLET O TOP PLATE, SWITCHED DOWNS O FRONT DOOR. °TY' 0 50 13 GOATSTUC(:,O- APPLIED OVER 2 LAYERS OF &RADE D PAPER U6NT STUCCO OVER FOAM TRIM A 1 2' PLATE HEIGHT EAVES4_50FFITNOTE5: PROVIDE CCX PLYWOOD AT EAVES, OR: EAVES SHALL BE ENCLOSED WITH AN 1&NTION RESISTANT OR NON- COMBUSTIBLE MATERIAL IN ACCORDANCE WITH THE 2015 CRO SECTION R321. EXTERIOR__D�QR5: ALL EXTERIOR DOORS TO BE FIRE RE515TANT IN ACCORDANCE WITH THE 2015 CRC SECTION RE 2-1. EXTERIOR_GLAZING- ONE PANE OF EACH WINDOW SHALL BE TEMPERED AS PER THE 2015 CRO SECTION R321. ALLSXTERIOR-MALLS_ ALL EXTERIOR WALLS SHALL BE ENCLOSED WITH AN IGNITION RESISTANT OR NON-OOMBU5TIBLE MATERIAL IN ACCORDANCE WITH THE 2015 CRC SECTION R32-1. CHRISTMASL.SHT5:. DORMBR VENT PROVIDE OUTLET O TOP PLATE, SWITCHED O FRONT DOOR "e OUTDQOR LIGHTS; LANDING5:. MUST BE INCANDESCENT W/ STUCCO }NEEP SCREEDS- THE LANDING AT AN EXTERIOR DOORWAY SHALL NOT BE MORE INSTALL V ABOVE PAVED AREAS.p� �p�t� THAN 1.15 INCHES BELOW THE TOP OF THE THRE5HOLD, MANUAL ON-OFF SWITCH, MOTION INSTALL 4' ABOVE SOIL. a�'��J+�T��Y' PROVIDED THE DOOR, OTHER THAN AN EXTERIOR STORM OR DETECTOR I PHOTO CONTROL i� 4% SCREEN DOOR, DOES NOT SINN& OVER THE LANDIN6. SCALE: 114"- 1'-0" CONTINUOUS RIDGE VENT CONTINUOUS RID6E VENT RIDGE VENT RIDGE VENT Ifi1R37RIHg1 l � H11a bFC L16HT t1( . a � ha f2 5 h E1 N ✓: ri.:fi 2 ! h f h f � h 1 ......... : ... ,,. ......m.... 3e"' .._. ..: .. _. v. M1... a ....., v. ,4 .,:...... ..s... _ w,. ,. 2... _ ., .z ... ...a» n ... P .,. m.., t, .., .n :. ,x .,.v'.... .... ... .._x... e t. _..d.. .. e. ... .a: +::i ... ...... ,n z_c .. m. v_ ,...... o C rs ° ,c t , 1 680FX ?I 30801 68G L { § a3°_k't GOAT U O: TI:,, =z:-.-.-_�*...w. .gmu_: ,._r.�. . APPLIED OVER 2 LAYERS OF 6RADEDPAPER '.. .. _._ a:,a I . _. i. OUTDOORJ'IGHTS: STUCCO LANDIN65:. MUST BE INCANDESCENT IN/ OVER THE LANDIN6 AT AN EXTERIOR DOORWAY SHALL NOT BE MORE MANUAL ON-OFF 51NITCH, MOTION FOAM THAN 1.15 INCHES BELON THE TOP OF THE THRESHOLD, PROVIDED THE DOOR, OTHER THAN AN EXTERIOR STORM OR DETECTOR 6 PHOTO CONTROL TRIM SCREEN DOOR, DOES NOT BWIN& OVER THE LANDING. CONTINUOUS RIDGE VENT FA`)GIA__4 GUTTER; CONNECT TO 2'x3" DOWN5POUT5 GQNIFOSI.TION RO.OF�NG_ OVER 1 5# FELT OVER 1/2" GDX PLYWOOD OR 055 WITH 5d'5 AT b", 12" c/c. PITCH b / 12 CONTINUOUS RIDGE VENT ROOF -VENTILATION: SEE ROOF PLAN a ROOF VENTILATION CALLS. ,L q' SLATE HEIGHT OUTDOOR WISH_T5:. LANDIN05: MUST BE INCANDESCENT W/ THE LANDING AT AN EXTERIOR DOORWAY SHALL NOT BE MORE THAN 1.15 INCHES BELOW THE TOP OF THE THRESHOLD, MANUAL ON-OFF SWITCH, MOTION PROVIDED THE DOOR, OTHER THAN AN EXTERIOR STORM OR DETECTOR d PHOTO CONTROL SCREEN DOOR, DOES NOT SWING OVER THE LANDIN6. ....:,.:,...:. CONTINUOUS F Y t ,G h+ -d,..:}`}. Si,. .. ..:a ._ ..:a .._.... _.,::: RIDGE VENT CONTINUOU5 .f:-: i A 1 2' PLATE HEIGHT EAVES4_50FFITNOTE5: PROVIDE CCX PLYWOOD AT EAVES, OR: EAVES SHALL BE ENCLOSED WITH AN 1&NTION RESISTANT OR NON- COMBUSTIBLE MATERIAL IN ACCORDANCE WITH THE 2015 CRO SECTION R321. EXTERIOR__D�QR5: ALL EXTERIOR DOORS TO BE FIRE RE515TANT IN ACCORDANCE WITH THE 2015 CRC SECTION RE 2-1. EXTERIOR_GLAZING- ONE PANE OF EACH WINDOW SHALL BE TEMPERED AS PER THE 2015 CRO SECTION R321. ALLSXTERIOR-MALLS_ ALL EXTERIOR WALLS SHALL BE ENCLOSED WITH AN IGNITION RESISTANT OR NON-OOMBU5TIBLE MATERIAL IN ACCORDANCE WITH THE 2015 CRC SECTION R32-1. CHRISTMASL.SHT5:. DORMBR VENT PROVIDE OUTLET O TOP PLATE, SWITCHED O FRONT DOOR "e OUTDQOR LIGHTS; LANDING5:. MUST BE INCANDESCENT W/ STUCCO }NEEP SCREEDS- THE LANDING AT AN EXTERIOR DOORWAY SHALL NOT BE MORE INSTALL V ABOVE PAVED AREAS.p� �p�t� THAN 1.15 INCHES BELOW THE TOP OF THE THRE5HOLD, MANUAL ON-OFF SWITCH, MOTION INSTALL 4' ABOVE SOIL. a�'��J+�T��Y' PROVIDED THE DOOR, OTHER THAN AN EXTERIOR STORM OR DETECTOR I PHOTO CONTROL i� 4% SCREEN DOOR, DOES NOT SINN& OVER THE LANDIN6. SCALE: 114"- 1'-0" CONTINUOUS RIDGE VENT CONTINUOUS RID6E VENT RIDGE VENT RIDGE VENT Ifi1R37RIHg1 l � H11a bFC L16HT t1( . a � ha f2 5 h E1 N ✓: ri.:fi 2 ! h f h f � h 1 ......... : ... ,,. ......m.... 3e"' .._. ..: .. _. v. M1... a ....., v. ,4 .,:...... ..s... _ w,. ,. 2... _ ., .z ... ...a» n ... P .,. m.., t, .., .n :. ,x .,.v'.... .... ... .._x... e t. _..d.. .. e. ... .a: +::i ... ...... ,n z_c .. m. v_ ,...... o C rs ° ,c t , 1 680FX ?I 30801 68G L { § a3°_k't GOAT U O: TI:,, =z:-.-.-_�*...w. .gmu_: ,._r.�. . APPLIED OVER 2 LAYERS OF 6RADEDPAPER '.. .. _._ a:,a I . _. i. OUTDOORJ'IGHTS: STUCCO LANDIN65:. MUST BE INCANDESCENT IN/ OVER THE LANDIN6 AT AN EXTERIOR DOORWAY SHALL NOT BE MORE MANUAL ON-OFF 51NITCH, MOTION FOAM THAN 1.15 INCHES BELON THE TOP OF THE THRESHOLD, PROVIDED THE DOOR, OTHER THAN AN EXTERIOR STORM OR DETECTOR 6 PHOTO CONTROL TRIM SCREEN DOOR, DOES NOT BWIN& OVER THE LANDING. CONTINUOUS RIDGE VENT FA`)GIA__4 GUTTER; CONNECT TO 2'x3" DOWN5POUT5 GQNIFOSI.TION RO.OF�NG_ OVER 1 5# FELT OVER 1/2" GDX PLYWOOD OR 055 WITH 5d'5 AT b", 12" c/c. PITCH b / 12 CONTINUOUS RIDGE VENT ROOF -VENTILATION: SEE ROOF PLAN a ROOF VENTILATION CALLS. ,L q' SLATE HEIGHT SCALE: 1/4"- 1'-0' KEVIN AVILA (530) 555-5682 CELL EMAIL ADDRESS: KAVIlaC44aYahoo.bom MAX RAMIREZ - &OLDEN 5UN DESIGN - ENERGY CALOS 221 S9 SAMSON AVENUE, CORNING, CALIFORNIA 96021 -FHONE: (550) 921-1242 CELL EMAILADDRESS: MSX4CadMams,om SUMMIT STRUCTURAL DE51614 - STRUCTURAL ENGINEER O:\Users\Lynn\VCCUMents\Chief XS Plans\Kevin Avila . Lot 21 Bay Tree\Avila PlanJayout 383 RIO LINDO AVENUE 0200, CHICO, CA 95926 OWNER: KEVIN AVILA (530) 592-4401 WORK (530) 588-5682 CELL EMAIL APPRE55: RylandaSUmmltGhICO.Oom EMAIL ADDRESS: KAVIlaO44®1"ah OOAOm ARCH E 1 30'x42" WHILE EVERY ATTEMPT HAS BEEN MADE IN THE PREPARATION OF THIS PLAN TO AVOID MISTAKES, THE MAKER CANNOT 6VARANTEE AGAINST HUMAN ERROR BUILDING CONTRACTOR / HOME OWNER TO REVIEW AND VERIFY ALL DIMENSIONS, SPECS, AND CONNECTIONS BEFORE CONSTRUCTION BE61NS DRAPTINi Br: MM S■l (550)891-OSBS Ylly.A.�FVALLIY ROAC CHICO, C.LPORNiA 95915 LYNNSMITH526ATT.NET ENERGY 0ALC5 6Y: Q' 6OLDEN 5UN _aa,I.D5NONS `` MAX RAMIREZ JERRY TUCKER GENERAL CONTRACTOR (5 50) 895-1 9'i 9 61 y 051 THESE PLANS HAVE BEEN REVIEWED ONLY FOR COMPLIANCE WITH ATTACHED STRUCTURAL CALCULATIONS. THE ENGINEEW5 STAMP ON THIS PLAN 15 VALID ONLY WITH A LETTER SIGNED BY THIS ENGINEER FOR EACH UNIQUE BUILD. _. t 6605 ( ,. Jr 'i h, �00�17 AUG 0 2 2016 � .: r✓ ....,.'kin. _ ....:,.:,...:. SHEET F Y t ,G h+ -d,..:}`}. Si,. .. ..:a ._ ..:a .._.... _.,::: 4 v. s .... .... ,. _.- .f:-: i u .,.. EI § :111 „..�.._.. OWNSPOVT ra PP�� ti 5 E T TR E W 0' W U) _� u: ., D NUMB ,ter U) Q O ^� 4 u (L w 0 6080 STUCCO -- Q� a L1J_LLJ 10080 ELECT. V E STREET. N IL QN II'''j' 1'�I17II"1I1 � �; OVER FOAM TRIM. `' : � ELECT SERVIGE7 200 AMP ELEG i. SERVICE METEK J Lf " ' � OVERHEAD- _ -0VERHEAD ... 1N _ 1 .MAX. 46"H MIN. 5 N. 5 COAT-5TUCCO: APPLIED OVER 2 LAYERS GARAG n DOORE ®� ED I I II I I ®,®® AR DOORE L11L1J L� OF 6ftADE D PAPER FINISHED CoRADE STUCCO NOTE' INSTALL 2' ABOVE PAVED AREAS. INSTALL 4' ABOVE 501L. ALL EXTERIOR STUCCO FINISHES TO BE 'I/8" THICK. SCALE: 1/4"- 1'-0' KEVIN AVILA (530) 555-5682 CELL EMAIL ADDRESS: KAVIlaC44aYahoo.bom MAX RAMIREZ - &OLDEN 5UN DESIGN - ENERGY CALOS 221 S9 SAMSON AVENUE, CORNING, CALIFORNIA 96021 -FHONE: (550) 921-1242 CELL EMAILADDRESS: MSX4CadMams,om SUMMIT STRUCTURAL DE51614 - STRUCTURAL ENGINEER O:\Users\Lynn\VCCUMents\Chief XS Plans\Kevin Avila . Lot 21 Bay Tree\Avila PlanJayout 383 RIO LINDO AVENUE 0200, CHICO, CA 95926 OWNER: KEVIN AVILA (530) 592-4401 WORK (530) 588-5682 CELL EMAIL APPRE55: RylandaSUmmltGhICO.Oom EMAIL ADDRESS: KAVIlaO44®1"ah OOAOm ARCH E 1 30'x42" WHILE EVERY ATTEMPT HAS BEEN MADE IN THE PREPARATION OF THIS PLAN TO AVOID MISTAKES, THE MAKER CANNOT 6VARANTEE AGAINST HUMAN ERROR BUILDING CONTRACTOR / HOME OWNER TO REVIEW AND VERIFY ALL DIMENSIONS, SPECS, AND CONNECTIONS BEFORE CONSTRUCTION BE61NS DRAPTINi Br: MM S■l (550)891-OSBS Ylly.A.�FVALLIY ROAC CHICO, C.LPORNiA 95915 LYNNSMITH526ATT.NET ENERGY 0ALC5 6Y: Q' 6OLDEN 5UN _aa,I.D5NONS `` MAX RAMIREZ JERRY TUCKER GENERAL CONTRACTOR (5 50) 895-1 9'i 9 61 y 051 THESE PLANS HAVE BEEN REVIEWED ONLY FOR COMPLIANCE WITH ATTACHED STRUCTURAL CALCULATIONS. THE ENGINEEW5 STAMP ON THIS PLAN 15 VALID ONLY WITH A LETTER SIGNED BY THIS ENGINEER FOR EACH UNIQUE BUILD. N Z O F Q W J W Y O K W X W LIVABLE: 2965 5gFt GARAGE: 960 SgFt COVERED PATIO: 162 5gFt FRONT --L9-2 5gFt REAP - 5 -7 4 EAR8-74 SgFt TOTAL DATE: '7/ 15/201 6 SCALE: SHOWN REVIEWED >s FOR CODE COMPLIANCE �00�17 AUG 0 2 2016 SHEET INTERWEST i ff Z< O W 0' W U) Q W IN OL ,ter U) Q O ^� 4 u (L w 0 Lu v Q� a W m w w0 N IL QN ED d N J N Z O F Q W J W Y O K W X W LIVABLE: 2965 5gFt GARAGE: 960 SgFt COVERED PATIO: 162 5gFt FRONT --L9-2 5gFt REAP - 5 -7 4 EAR8-74 SgFt TOTAL DATE: '7/ 15/201 6 SCALE: SHOWN REVIEWED FOR CODE COMPLIANCE �00�17 AUG 0 2 2016 SHEET INTERWEST CONSULTING GROUP O COPYRIGHT 201 6 LYNN SMITH - DRAFTING y(414I`(rN/'1.-Y<"—IIS' I I:I 1 99 SYCAMORE VALLEY ROAD, ONI00, GA 95913 - - + (530) 511-0555 WORK ROOF VENTILATION: COMPOSITION -ROOFJNG_ SEE ROOF PLAN t ROOF OVER 15a FELT OVER 1/2' VENTILATION GALLS. GDX PLYWOOD OR 096 WITH 8d'S AT b", 12' C/C. PITCH 6 / 12 FA5GIL64_6UT--TER- CONNECT TO 2"X9' DOWNSPOUTS BATHROOM REGEPTAGLE5: SEE NOTE 20. BATHROOM LIGHTS: SEE NOTE 21. BATHROOM EXHAUST -FANS: SEE NOTE 25. TUB OR SHOWER -FIXTURES: SEE NOTE 22. TOILET ROOM: SEE NOTE 25. SRU55E5_0-2 4 -"CIC DESIGN 4 GALLS BY OTHERS ATTIC_ INSULATION R-38 A5 PER ENERGY CALG5 5/8" GYP. BD. BATHIROOIM-FEGEPTACLES: SEE NOTE 20. 5ATHRO0M_LI6HT5: SEE NOTE 21. BATHROOM EXHAU5TFANS: SEE NOTE 23. TLB OR SHOYNER FIXTURES: SEE NOTE 22. TOILET. ROOM: SEE NOTE 25. MOY qW�L EXHAUST FAN: SEE NOTE q. qW LED. EXHAUST -FAN: q W SEE NOTE 9. RESIDENTIAL KITCHEN LIGHTING WORKSHEET WS -5R Project Title LOT 2 1, SAY TREE PRIVE, PARAP15S SYMBOL DESCRIPTION efficacy luminaires as dwrined in Table 150-C. �� AV C.M114 4 ICAL ELECTRMETER, &A5 METER, SUBPANEL, DOOR CHIME, DOOR BELL, r �P 4 kJ THERMOSTAT, NOME ALARM a� q x 5 = 45 I AV CONTROL 880 c o GO/SMOKE, SMOKE 4 C,O DETECTORS *X=YH GEILIN6 FANS ❑ UNDER GAB. PUCK Yes X No EXHAUST, EXHAUST NEAT LAMP, EXHAUST W/WLIGHT, EXHAUST N/ LIGHT 1 HEAT ® WALL EXHAUST GABLE, OAT S. OATS W/ TV, GAT5E, OAT6, CAT -7, PHONE 4 TV JACKS 4 C5� r2 'T' cWry CIE �Ca�C1� rl nFCj.� ^ ,rte WF^ GFq.� FI,{'1, Ip P UT'TU ILTJ UI1U U�I� UI�'70 `�.�' ERLEX SPLrr 1 RJ GLO5ET5 LIbHT5: PER G.E.G_ WEA. 6FGI, E I, QUPLEX EX, N/ MEASURES ATTACHED TO THE ENERGY COMPLIANCE DOCUMENTATION. THE SWITCH, TDR PLEX TR TRUFI IPLEX SPLIT WIRED 720 VOLT, THREE PHASE IiRt QRI {j COOP Cw DW� R� CT H� M^ R^ DRYER, WASHER, DISHWA5HER, ELECTRIC (�T7 I RANGE, &AS COOKTOP, HOOD IN/ VENT, OL MICRO W AVE, REFRIGERATOR, SAUNA, 8A S TW TC W G� QIfs TIES 1E� C PICS q p 'p q 1p STEAM, TOWEL WARMER, TRASH COMPACTOR, WHIRLPOOL 4 GARBAGE DISPOSAL AK` L� MLS OC D� 4� � � SWITCHES: AUTOMATIC DOOR, 4 WAY, AUDIO CONTROL, KEY OPERATED, LOW J4+ J4+ VOLTAGE, MULTI LIGHT, OCCUPANCY Rc $ DM` 3� 30M� l,H WF� VW: �j �I SENSOR, REMOTE CONTROL, SINGLE POLE, SINGLE POLE W/DIMMER, 3 WAY, 3 WAY DIMMER, TIMER 4 WEATHERPROOF VACUUM OUTLET WALL MOUNTED VACUUM SYSTEM ///r1o\ (,l u n' �/ 0 B ® CABINET MOUNTED: PUCK, RECTANGULAR, ROUNDED 4 TOE KICK LIGHTIN6 0 I39D tic: CEILING MOUNTED. DUAL SPOT, TRIPOD ART.406.12. SPOT. 6' RECESSED, HEAT LAMP, LOW 0 ® ):.( VOLTAGE, 2- MINI 4 4' RECESSED AJ FANS SHALL BE ENERGY STAR COMPLIANT AND BE DUCTED TO COIN CHANDELIER, ELEGAND PENDANT, MEASURED HORIZONTALLY ALONG THE FLOOR LINE IN ANY WALL SPACE IS RAINDROP CHANDELIER 0 4 SCROLL CHANDELIER B.) UNLESS FUNCTIONING AS A COMPONENT OF A WHOLE HOUSE M WIDTH AND UNBROKEN ALONG THE FLOOR LINE BY DOORWAYS AND SIMILAR VENTILATION SYSTEM, FANS MUST BE CONTROLLED BY A HUMIDISTAT CER, CONTEMPORUND BOW NT CHANDELIER, ARY PENDANT CHANDELIER, CONTEMPORARY OPENINGS SHALL HAVE A RECEPTACLE. CEO ART. 210.52 (A). BOWL CHANDELIER, MOROCCO PENDANT CHANDELIER, PRARIE PENDANT C.) HUMIDISTAT CONTROLS SHALL BE CAPABLE OF ADJUSTMENTS rHANDELIER 4 SCROLL BOWL PENDANT WEIGHS MORE THAN 6 POUNDS OR EXCEEDS 16 INCHES IN ANY DIMENSION CHANDELIER 4#00 SHALL NOT BE SUPPORTED BY THE SCREW SHELL OF A LAMP HOLDER PER GEC O O O S DOWN LIGHTS, ARTS 4 CRAFTS SECTION 514.23.OUTLET BOXES SHALL NOT BE USED AS THE SOLE SUPPORT CHANDELIER BOWL CHANDELIER, + O CANDELABRA CHANDELIER, COMBINATION. CONTEMPORARY CHANDELIER, 6.) WHOLE. HOUSE FANS: PROVIDE INSULATED LOUVERS OR COVERS (MIN. R-4.2) CRAFTSMAN CHANDELIER, CRYSTAL o CHANDELIER, DOVER CHANDELIER, FRANKLIN TRIPLE, RING CHANDELIER, o SEASIDE CHANDELIER, SHADED e CANDELABRA, SUSPENSION, TORCH CHANDELIER, TRACK CHANDELIER, TRIPLE A.) A MINIMUM GFM RATING OF 15 CFM. CLASSIC, VINTAGE CHANDELIER, 8.) THERM05TAT5: SHALL BE PR06RAMMABLE TYPE WITH SETBACK CONTROLS. WEIGHTED CHANDELIER, WEIGHTED e e e DOUBLE CHANDELIER„ WROUGHT IRON CANDELABRA 4 NROU&HT IRON GNANDSLIER.ELIER, o e O D EMERGENCY EXIT LIGHTING 4 EXIT SIGNS NT SURPAG)TUBE LIGHTING: 2"(2) 25,) TOILET ROOMS: INSTALL FLUORESCENT OR OTHER G.E.G. APPROVED LIGHTING FIXTURE. TU 2 1'X48' (4) TUBE FIXTURE, 24' (2) TUBE C� FIXTURE, 48" (2) TUBE FIXTURE 4 g6'(2) TUBE FIXTURE RECESSED FLUORESCENTS: GARAGE: 51MILIAR Y41 "W IN FIXTURE KITCHEN, PANTRY d DINING AREAS: HA146ING FLUORESCENT LIGHTING: LONG SHOP LIGHT I SHORT SHOP LIGHT 17J KITCHEN LIGHTING: TOTAL WATTAGE OF PERMANENTLY INSTALLED LIGHT5 26) 6ARAGE RECEPTACLES ARE REQUIRED TO Be 6FGI PROTECTED. LIGHT OUTDOOR PAT1111GHTING: 0 ❑p ❑ 0 ®. O O CYLINDRICAL BOLLARD, SQUARE BOLLARD, BOX LAMP, FLARE, PATH LIGHT, PATH LI&HT - WIDE BRIM, SPOT LIGHT, 21.) &ARAGE FIREWALL: PROVIDE A 24" SEPARATION BETWEEN RECEPTACLE 4 TULIP - SMALL 4 TULIP LAMP /fl\D[JQ /Q1 OUTDOOR STREET LIGHTING: 0 ❑ `���/ ACORN LAMP, BOX LAMP, COLONIAL L 3 ACCEPTABLE.) LAMPS, COLONIAL LAMP, FLAIR LAMP, ® �❑ 0 O GLOBE LAMP, ORNATE LAMP, SPHERICAL LAMP 4 STREET LANTERN TRACK46m, OCCUPANCY SEPARATION BETWEEN THE GARAGE AND THE RESIDENCE WILL BE BASIC DUAL 48', DUAL RAIL TRACK, BREAKFAST ROOM, DINING ROOM OR SIMILAR AREA SERVE ALL WALL AND GOOSENECK bOOSENEGK TRACK, RAIL TRACK, TRACK CHANDELIER 4 TRACK LIGHTING HEAD EXTERIOR: WALL, -MOUNTED. LIGHTING: PER GET ART. 210.52 (B). VARIOUS SCONCES, SEMI -FLUSH MOUNTED *HTS, DUAL FLOOD, DUAL LGOOSENECK DOUBLE SCONCE. 29J EXTERIOR RECEPTACLES: ALL OUTDOOR RECEPTACLES SHALL BE WP/GFCI 6005ENECK TRIPLE SCONCE, SINGLE INSTALLED AT EACH WALL COUNTER SPACE THAT 15 12' OR WIDER. RECEPTACLE FLOOD 4 MOTION SENSOR FLOOD 1.16HTDARS: n O O O O O O d LIGHT BAR HORIZONTAL 4 LIGHT BAR VERTICAL, ROOF VENTILATION: COMPOSITION -ROOFJNG_ SEE ROOF PLAN t ROOF OVER 15a FELT OVER 1/2' VENTILATION GALLS. GDX PLYWOOD OR 096 WITH 8d'S AT b", 12' C/C. PITCH 6 / 12 FA5GIL64_6UT--TER- CONNECT TO 2"X9' DOWNSPOUTS BATHROOM REGEPTAGLE5: SEE NOTE 20. BATHROOM LIGHTS: SEE NOTE 21. BATHROOM EXHAUST -FANS: SEE NOTE 25. TUB OR SHOWER -FIXTURES: SEE NOTE 22. TOILET ROOM: SEE NOTE 25. SRU55E5_0-2 4 -"CIC DESIGN 4 GALLS BY OTHERS ATTIC_ INSULATION R-38 A5 PER ENERGY CALG5 5/8" GYP. BD. BATHIROOIM-FEGEPTACLES: SEE NOTE 20. 5ATHRO0M_LI6HT5: SEE NOTE 21. BATHROOM EXHAU5TFANS: SEE NOTE 23. TLB OR SHOYNER FIXTURES: SEE NOTE 22. TOILET. ROOM: SEE NOTE 25. MOY qW�L EXHAUST FAN: SEE NOTE q. qW LED. EXHAUST -FAN: q W SEE NOTE 9. RESIDENTIAL KITCHEN LIGHTING WORKSHEET WS -5R Project Title LOT 2 1, SAY TREE PRIVE, PARAP15S Dale 1 3/5/2016 At least 50% of the total wattage of permanently installed hxninaires in the kitchen must be ih liminaires that are high efficacy luminaires as dwfined in Table 150-C. Luminaires that are not high efficacy must be switched separately. Kitchen Lighting Schedule. Provide the following information for all luminaires to be instf,ped in kitchens_ efficacy luminaires as dwrined in Table 150-C. Luminaires that are not high efficacy must be switched separately. Luminaire Type High Efficacy Watts x Ouaniih = High EfficacyWatts or Other Watts 6'1L.E.D. CAN Yes X No 13 x O = O 4' LED. CAN Yes X No q x 5 = 45 2' LED. PUCK Yes X No 2 x O = O 4 BULB FL STRIP Yes X No 56 x O = O 2 BULB FL STRIP Yes X No 28 x O = O UNDER GAB. PUCK Yes X No 2 x O = O LED. PENDANT Yes X No 9 x 4 = 36 TOE KICK Yes X No 0.5 x O = O Yes No x 1 RJ GLO5ET5 LIbHT5: PER G.E.G_ Total: AS 1 B: O MEASURES ATTACHED TO THE ENERGY COMPLIANCE DOCUMENTATION. THE COMPLIES I g e g Yes X NO qW LED. / ,N or I Da SENSOR LED. GY SENSOR CLOSETS: SEE NOTE 1 q. 9W LED. LAMP HOLDERS: qW SEE NOTE S. ` LED. J\ 9WqW LED. LL.E.P. EXTERIOR LIGHT5: `J EXTERIOR.REGEPTA GLE5: SEE NOTE 30. SEE NOTE 2 q. GFCI WP D WHOLE_HOUSE VENTILATION: CE THE LAUNDRY EXHAUST FAN TO BE Q I USED FOR THE WHOLE HOUSE VENTILATIONREOUIREMENTS, SEE NOTE 24. I9W I FAN NILIGHT, I sn SEE NOTE 1. I qry gw KITCHEN LIGHTIN_6: I I Fn LED. LED cYry SEE NOTE 12. qW ISLAND OR PENINSULA: I SEE NOTE IS. q W FAN_N/LIGHT: SMALL APPLIANCE CIRCUITS: I qW IN V SEE NOTE 1. SEE NOTE 14. I LOW V. /I GOVNTERTOP_RECEPTACLES! `" Ilcl F I GFCI LA JIOLDII I SEE NOTE 15. / 0 DN SEE TE 5. I qry I ED. Ell. IDST II cl 1 A SMOK /GO_ALA 5: I II - EE NO 18. I I 9W GFCI LA 3 Low V. SEE qM qW DO THERMOSTAT; T O SEE NOTE 6. 5M0 /GO.A I I qry T SEE NO E 18. L.E.n. LqN ED. LED. I I GFCI 0 9EE OR Y N: EXH-. ST FAN: �\ SEEN E9. / .` 1 qw LON V. GFCI qW LED cra I ' GHRETMA5116HTREOEPTAGLE 5: SEE NOTE 51. FAN W/LIGHT: SEE NOTE 1. LAMP HOLDERS: SEE NOTE 5. BATHROOM_REGEPTACLES SEE NOTE 20. BATHROOM LIGHTS: LAUNDRY ROOM RECEPTACLES: SEE NOTE 21. SEE NOTE 16. BATHROOM EXHAU5T_FANS: DRYER OUTLET: SEE NOTE 23. SEE NOTE 11. TUB OR SH_OWERF)XTURE5: 6FGI PROTECTION ON SEE NOTE 22. COUNTERTOP REGEPTAGLE TOILET ROOM: WITHIN 6' OF LAUNDRY SINK SEE NOTE 25. gw R I LED. OUB 2 TUBE �ffl XE 70TE 4. AN:11' CST/ Gr HVAC, LOND, IINIT: SEE ELECTRICAL NOTE 324 ENVIRONMENTAL QUALITY NOTE 11. WP GFCI FAN W/LI HT: 9EE NOTE EXTERIOR REGEPTAGLE5: �1 SEE NOTE 2 q. v SMOKE/C,.0-ALARMS:. THERMOSTAT: SEE NOTE 15. SEE NOT�O1-11� 9W 0 ee LED. qW KE/ LED' SEE N OC FCI FCI WH VACANCY SEN5CR 6ARAGE REGEP_TAGLES:. SEE NOTE 26. CI REGEPTAGLE SEPARATION: 9EE NOTE 25. GARAGE FIREWALL: 64A SEE NOTE 21. 64A 2 TUBE 2 TUBE BREAKER PA L: PROVIDE 90' W KING CLEARANCE LED 1 G1 4 GFCI \ i \ DOOR TITINS qry w LOCATION \ LED j WHOLE HOUSE FAM:_ \ SEE NOTE b. \ \ aa.+u. S LED. 6} 2 1\� qry I 5M OK L�4 ARI"15: LED. GFCI 5EE NOTE 1 b. \ \ \ LAMPJIOLDER5: CE SEE NOTE 5. ry C5 \ 1 1 FAN W(LIGHT: 1 ' 5EE NOTE T --//A� WP GFCI / LOJ 3D DOOR BELL LOCATION LAMPNOLDERS: EXTERIOR EPTAGLE5: SEE NOTE 5. SEE NOTE 29 I I ll ■ �WP EACH FLOOR OF THE DWELLING. EACH5MOKE/CARSONTHE OXIDE ALARMS: PROVIDE A NARDW IRED WITH BATTERY (ILIr� GFG GHRI5TMA5 LIGHT RECEPTACLES: BEDROOMS. SEE NOTE 9 1. ARG-FAULT.61ZOVNP-FAULT. GIRGUIT-INTERRUPTER PROTECTION: / SEE NOTE 2. SUCH A MANNER THAT THE ACTIVATION OF ONE ALARM WILL ACTIVATE ALL OF TAMPER-RE5152ANTREGEPTAGLES: SEE NOTE 9. THE ALARMS. RECEPTACLE LOGATION5: ELECTRICAL. SHALL BE INSTALLED. PER THE 201 5 G.E.G.. SEE NOTE 4. ❑ ALL AREAS: NOTE: Q PROVIDE READILY ACCESSIBLE CAPABILITY TO 1 RJ GLO5ET5 LIbHT5: PER G.E.G_ CIRCUIT BREAKERS, DISCONNECTS, FUSES, MEASURES ATTACHED TO THE ENERGY COMPLIANCE DOCUMENTATION. THE 5WITGHES 4 THEIR ACCESSORIES. CENTER OF w THE SUB PANEL ORIF NOT MORE THAN 6'-1' 20.) BATHROOM RECEPTACLE OUTLETS: SHALL BE SUPPLIED BY AT LEAST ONE 20 - ABOVE FLOOR OEC 404.0 MANDATORY ENERGY L16HTIN& REQUIREMENTS THROUGHOUT. NOTE: OL LABEL CIRCUIT BREAKERS, DISCONNECTS, GEC, ART. 2 10.1 1 (C)(5). FUSES, SWITCHES 4 THEIR ACCESSORIES TO INTERRUPTER PROTECTION TO ALL 120 -VOLT, SINGLE PHASE, 15 AND 20 -AMP IDENTIFY THEIR LOCATION AND/OR EQUIPMENT. '5EE NOTE 50. NOTE: PROVIDE A'MANUAL ON - AUTO OFF OCCUPANCY LIGHT SWITCH. COMPLY WITH CEC25OA4 t 3.) REGEPTAGLE5:_ BELOW ALL 125 -VOLT, SINGLE PHASE, 15 AND 20 -AMP 800.100(0) REOVIREMENTS FOR GROUNDING 4 BONDING. FOR DAMP LOCATION' PER GEC, ART. 4 10.1 O (A) 4 (D). NOTE: ART.406.12. ALL LIGHTING SHALL BE HIGH EFFICACY. NOTE: AJ FANS SHALL BE ENERGY STAR COMPLIANT AND BE DUCTED TO KITCHEN 4 BATHROOM FANS TO INCLUDE A W PLATE HEIGHT THE MAXIMUM SOME RATING, REQUIREMENTS. NOTE: PROVIDE INTERSYSTEM 50NDIN6 1_2__ROOF OVERHANG ELECTRODE WHICH CONNECTS AT LEAST S 6ROUNDIN6 OR BONDING CONDUCTORS. TYPICAL, U.N.O. REQUIRED FOR COMMUNICATIONS SYSTEMS INSTALLED EXTERNALLY AT THE SERVICE ENTRANCE PANEL CEO 800.100(B) t GEC, 250.94. STUCCO EXTERIOR: 112" GYP. BD. 2 GOAT FINISH 2" X 6" STUDS a 1 6" G/c WALL_ BATTJN5ULATION- 4' CONCRETE SLAP R-2 1 AS PER ENERGY GALLS FINISHED GRADE GRAVEL FILL NATURAL GRADE F-OUNDATIIONDETAIL5: 5 SEE STRUCTURAL PAGES FOR DETAILS SCALE: 1/4"- 1'-O" /X CHRISTMAS LR LGHTEGEP_TAGLES: / 5 NOTE 9 1. qW D L.E.C. Ji EXTERIOR LIGHT5: /SEE NOTE 90. / BEDROOM: �, �' 18.) 5MOKEDETECTOR5: PROVIDE A SMOKE DETECTOR IN EACH BEDROOM 4 ON XTERIOR116HT5: EE NOTE 90. / LOCAL VENTILATION RATE SUMMARY - BATHROOMS BATHROOM FAN FLOW - 50 CFM EACH NUMBER OF BATHROOMS - 3 DUCT SIZE - 4 INCH MAX. ALLOWABLE DUST LENGTH - 70 FT. LOCAL VENTILATION RATE SUMMARY - KITCHEN KITCHEN FAN FLOW - 300 CFM NUMBER OF KITCHENS - 1 DUCT SIZE - 8 INCH MAX. ALLOWABLE DUCT LENGTH - NO LIMIT WHOLE BUILDING VENTILATION RATE SUMMARY CONTINUOUS FAN FLOW - 2286 CFM WHOLE HOUSE FAN DUCT SIZE - (2) 16 INCH MAX. ALLOWABL5 DUC.LLENGTH--NO-LIMIT Of an - FAN FLOW RATE (Of IT) Afloor - CONDITIONED FLOOR AREA Nbr-NUMBER OF @EDROO!•'15SMLN. 11 Of an - (0.01 X Afloor) + (7.5 x (Nbr + 1)) Qfan - (2 q.6) + (7.5X(4+1)) Qfan-201.6 + 37.5 Of an - 67.1 (ROUNDED_ TO.61_ CFM) 5. EXTERIOR. LIGHT5: SEE NOTE 90. SEE NOTE 50.\ 64W 00 2 TUBE }{ GFCI Y p GFCI I I 64W 2 TUBE GFCI EXTE IC / SEE NOTE CHRISTMAS LIGHT BFn: PTE AGLI SEE NOTE 9 L NOOTETE 3 LIGHT5: 30. KEVIN AV LA (530) 588-5682 CELL �Q', EMAILADDRESS: KAVIlaO440Yahoo.0om 1 MAX RAMIREZ - GOLDEN 5UN DESIGN - ENERGY GALG5 221 8q SAMSON AVEIIUE, CORNING, CALIFORNIA 86021 PHONE: (550) 321-1242 CELL EMAILADDRESS: MakeCadMSma.LOm 585 RIO LINDO AVENUE 6200, CHICO, OA 850126 (550) 5q2-4401 WORK EMAIL AD17RE55: Ryland05ummltChICOaom O:\U6er6\Lynn\Doeumenta\Chief Xe Plana\Kevin Avila - Lot 21 Bay Tree\, OWNER: KEVIN AVILA (550) 588-5682 CELL EMAILADDRESS: KAVII80440YahOO.oOm ELECT -SERVICE: 200 AMP SERVICE 96' CLEAR OF DOOR OR WINDOW 48'H MIN. - 15' MAX 'LONFIRM LOCATION• GFCI CHRI5TMA511(5 5EE NOTE 51. ARCH El 50"X42' "NILE EVERY ATTEMPT HAS BEEN MADE IN THE PREPARATION OF THIS PLAN TO AVOID MISTAKES, THE MAKER CANNOT GUARANTEE AGAINST HUMAN ERROR BUILDING CONTRACTOR / HOME OWNER TO REVIEW AND VERIFY ALL DMENSIONS, SPECS, AND CONNECTIONS BEFORE CONSTRUCTION BEGINS. PKAmHS BY: Mq�H(550) -0565 11..o.l ROAD GHILO. G..0 0.4^ 95 q 19 LYNN5MRH520ATT.NET ENERGY CALCD BY: ``_41111Q� 60LDEN BUN �DE916N9 �' 441 MAX RAMIRE2 JERRY TUCKER GENERAL CONTRACTOR (5 50) 895-1 919 n THESE PLANS HAVE BEEN REVIEWED ONLY FOR COMPLIANCE WITH ATTACHED STRUCTURAL CALCULATIONS. THE ENGINEER'S STAMP ON THIS PLAN 15 VALID ONLY WITH A LETTER SIGNED BY THIS ENGINEER FOR EACH UNIQUE BUILD. SCALE: 114'- 1'-0' EACH FLOOR OF THE DWELLING. EACH5MOKE/CARSONTHE OXIDE ALARMS: PROVIDE A NARDW IRED WITH BATTERY / BACKUP SMOKE 4 CARBON MONOXIDE ALARM IN HALLWAYS ADJACENT TO .'". BEDROOMS. i - A) SMOKE t OARBON MONOXIPE ALARMS ARE TO BE INTERCONNECTED M / SUCH A MANNER THAT THE ACTIVATION OF ONE ALARM WILL ACTIVATE ALL OF W THE ALARMS. ELECTRICAL. SHALL BE INSTALLED. PER THE 201 5 G.E.G.. B.) FOR BEST RESULTS, USE DUAL IONIZATION t PHOTOELECTRIC SENSOR ❑ ALL AREAS: SMOKE ALARMS. Q 1.) REFER TO THE MANDATORYIHEAWRES FOR RESIDENTIAL LIGHTING 1 RJ GLO5ET5 LIbHT5: PER G.E.G_ MEASURES ATTACHED TO THE ENERGY COMPLIANCE DOCUMENTATION. THE BATHROOMS: w LUMINARY FIXTURE TYPE OR CONTROL TYPE SHALL COMPLY WITH THE 20.) BATHROOM RECEPTACLE OUTLETS: SHALL BE SUPPLIED BY AT LEAST ONE 20 - MANDATORY ENERGY L16HTIN& REQUIREMENTS THROUGHOUT. AMPERE BRANCH CIRCUIT. SUCH CIRCUITS SHALL HAVE NO OTHER OUTLETS PER OL 2.) BRANCH CIRCUITS: PROVIDE ARC-FAULT&ROUND-FAULT CIRCUIT- GEC, ART. 2 10.1 1 (C)(5). IEXTERIORLI6HT5: INTERRUPTER PROTECTION TO ALL 120 -VOLT, SINGLE PHASE, 15 AND 20 -AMP 21.) BATHROOM LIGHTS: PROVIDE 14115H EFFICACY L16HTING IN THE BATHROOM OR '5EE NOTE 50. BRANCH CIRCUITS SUPPLYING OUTLETS, GEC ART. 210.12 (B). PROVIDE A'MANUAL ON - AUTO OFF OCCUPANCY LIGHT SWITCH. w 3.) REGEPTAGLE5:_ BELOW ALL 125 -VOLT, SINGLE PHASE, 15 AND 20 -AMP 22.) LIGHT FIXTURES IN -TUB ORSHOINER ENCLO5URES: TO BE LABELED'SUITABLE REGEPTAGLE5 SHALL BE LISTED TAMPER-RESISTANT RECEPTACLES. SEE CEG FOR DAMP LOCATION' PER GEC, ART. 4 10.1 O (A) 4 (D). ART.406.12. 25.) BATHROOMMEGHANICALEXHAU5TSAN5: 4.) RECEP_TAOLE-LOGATIONS. SHALL BE INSTALLED 50 THAT NO POINT AJ FANS SHALL BE ENERGY STAR COMPLIANT AND BE DUCTED TO IL MEASURED HORIZONTALLY ALONG THE FLOOR LINE IN ANY WALL SPACE IS TERMINATE OUTSIDE THE BUILDING. MORE THAN 6 -FEET FROM A RECEPTACLE ANY WALL SPACE 2 -FEET OR MORE B.) UNLESS FUNCTIONING AS A COMPONENT OF A WHOLE HOUSE M WIDTH AND UNBROKEN ALONG THE FLOOR LINE BY DOORWAYS AND SIMILAR VENTILATION SYSTEM, FANS MUST BE CONTROLLED BY A HUMIDISTAT OPENINGS SHALL HAVE A RECEPTACLE. CEO ART. 210.52 (A). WHICH SHALL BE READILY ACCESSIBLE. 5.) LAMP_HOLDE95: ALL SHALL BE SECURELY SUPPORTED. A FIXTURE THAT C.) HUMIDISTAT CONTROLS SHALL BE CAPABLE OF ADJUSTMENTS WEIGHS MORE THAN 6 POUNDS OR EXCEEDS 16 INCHES IN ANY DIMENSION BETWEEN A RELATIVE HUMIDITY RANGE OF 50% TO 80%. SHALL NOT BE SUPPORTED BY THE SCREW SHELL OF A LAMP HOLDER PER GEC BATHROOM NOTE: FOR THE PURPOSES OF THIS NOTE, A BATHROOM 15 A SECTION 514.23.OUTLET BOXES SHALL NOT BE USED AS THE SOLE SUPPORT ROOM WHICH CONTAINS A BATHTUB, SHOWER OR TUB/SHOWER FOR CEILING, (PADDLE) FANS PER CEO SECTION 514.21 (A) 4 (D). COMBINATION. 6.) WHOLE. HOUSE FANS: PROVIDE INSULATED LOUVERS OR COVERS (MIN. R-4.2) 24.) WHOLE BUILDING_ VENTILATION:- ONE OF THE BATHROOM EXHAUST FANS, AS WHICH CLOSE WHEN THE FAN 15 OFF. THE QUALIFYING WHOLE-BUILDIWG VENTILATION FAN, SHALL COMPLY WITH THE 1.)CEILING FANSJN/LiSHL FLOURSCENT W/ SWITCH OR INCANDESCENTW/ FOLLOWING: DIMMER SWITCH. MAINTAIN 96' CLEARANCE FROM ANY FIRE SPRINKLER. A.) A MINIMUM GFM RATING OF 15 CFM. 8.) THERM05TAT5: SHALL BE PR06RAMMABLE TYPE WITH SETBACK CONTROLS. B.) BE RATED A MAXIMUM OF 1.0 SONE. 9.) EXHAUST FANS: PROVIDE A MIN. OF 50 CFM FANS (20 CFM FOR CONTINUOUS C.) THE CONTROL SWITCH MUST Be LABELED AS THE WHOLE -BUILDING VENTILATION) WITH BACKORAFT DAMPERS AT ALL EXHAUST FANS. VENTILATION 4 FAN SHOULD OPERATE WHENEVER THE HOME 15 OCCUPIED. 10.) PROVIDE STUB FOR LANDSCAPE LIGHTING 4IRRIGATION TIMER (CONFIRM) 25,) TOILET ROOMS: INSTALL FLUORESCENT OR OTHER G.E.G. APPROVED LIGHTING 1 1.) MAIN ELECTRICAL SERVICE:. PROVIDE 200 AMP. VERIFY LOCATION OF MAIN 4 FIXTURES IN ROOMS WITH WATER CLOSETS. SUB PANEL GARAGE: KITCHEN, PANTRY d DINING AREAS: 17J KITCHEN LIGHTING: TOTAL WATTAGE OF PERMANENTLY INSTALLED LIGHT5 26) 6ARAGE RECEPTACLES ARE REQUIRED TO Be 6FGI PROTECTED. LIGHT ARE TO Be HIGH EFFICACY DEFINED IN TABLE 150-6. 5WITCH TO HAVE VACANCY SENSOR LIGHTS TO BE HIGH EFFICACY. 1 9.)DOF ISLAND. R PROVIDE COUNTERTOP RECEPTACLE AT THE 21.) &ARAGE FIREWALL: PROVIDE A 24" SEPARATION BETWEEN RECEPTACLE 4 SWITCH BOXES IN THE FIREWALL (BOXES IN SEPARATE STUD BAYS ARE E OUNNSULA: .6FGI END OL. THE COUNTER GEC, ART. (C) AND ART, 21 O.B. ACCEPTABLE.) 14J SMALL APPLIANCE PROVIDE PROVIDE TWO 40 O MORE 20 -AMPERE SMALL 28J ALL OUTLET OR RECEPTACLE OOXE5 LOCATED ON OPPOSITE SIDES OF THE CIRCUITS TI APPLIANCE BRANCHWING EVENLY PROPORTIONED IN THE KITCHEN, PANTRY, OCCUPANCY SEPARATION BETWEEN THE GARAGE AND THE RESIDENCE WILL BE BREAKFAST ROOM, DINING ROOM OR SIMILAR AREA SERVE ALL WALL AND SEPARATED BY A HORIZONTAL r STANCE OF NOT LESS THAN 24, H FLOOR REGEPTAGLE OUTLETS. SUCH CIRCUITS SHALL HAVE NO OTHER OUTLETS EXTERIOR: PER GET ART. 210.52 (B). ETE 15J COVNTERTOPR�ECEP7ACLE51N THE KITCHEN AND DINING ROOMS SHALL BE 29J EXTERIOR RECEPTACLES: ALL OUTDOOR RECEPTACLES SHALL BE WP/GFCI INSTALLED AT EACH WALL COUNTER SPACE THAT 15 12' OR WIDER. RECEPTACLE PROTECTED. GEC ART. 210.5(3). OUTLETS SHALL BE INSTALLED 50 THAT NO POINT ALONG THE WALL LINE IS 90.) OUTDOORLI61-ITIN6: TO BE HIGH EFFICACY. LOW EFFICACY L16HTINS 19 MORE THAN 24' MEASURED HORIZONTALLY FROM A RECEPTACLE OUTLET ALLOWED, BUT ONLY IF FIXTURES ARE CONTROLLED BY A MOTION DETECTOR 4 SPACE CEO ART. 210.52 (G) (1). ALL KITCHEN COUNTERTOP 15 AND 20 AMP, ONE OF THE FOLLOWING: AJ PHOTO CONTROL; OR BJ ASTRONOMICAL TIME 120 VOLT RECEPTACLES WILL BE 6FGI PROTECTED. CLOCK; OR C.) ENERGY MANAGEMENT CONTROL 5Y5TEM (EMGS) LAUNDRY 4 UTILITY ROOMS: 31.) CHRISTMA51.16HTSRECEPTATLES: PROVIDE OUTLET NEAR TOP PLATE, 16J LAUNORYA.UTILLTI..ROOMREGEP7AGLEQUTLE75:. SHALL BE SUPPLIED BY AT 5WITGHED O FRONT DOOR - NP/4 FCI PROTECTED. LEAST ONE 20 -AMPERE BRANCH CIRCUIT. SUCH CIRCUITS SHALL HAVE NO OTHER 52J HVAG_GOND.VNIT: PROVIDE 2?0V ELECT. DISCONNECT W/ 90"X50' CLEAR OUTLETS PER GEC ART. 210.1 1 (C) (2). NORK5PAGE 4 1 1 Ov WP 6FGI PROTECTED SERVICE REGEPTAGLE WITHIN 25, 11.) DRYER OUTLET. PROVIDE 4 -WIRE RECEPTACLE FOR DRYER PER CEG. ATTIC: 93.) PROVIDE LIGHTS, SWITCHE5 AND RECEPTACLE FOR MAINTENANCE OF MECHANICAL EQUIPMENT LOCATED IN ATTIC. MAX RAMIREZ - GOLDEN 5UN DESIGN - ENERGY GALG5 221 8q SAMSON AVEIIUE, CORNING, CALIFORNIA 86021 PHONE: (550) 321-1242 CELL EMAILADDRESS: MakeCadMSma.LOm 585 RIO LINDO AVENUE 6200, CHICO, OA 850126 (550) 5q2-4401 WORK EMAIL AD17RE55: Ryland05ummltChICOaom O:\U6er6\Lynn\Doeumenta\Chief Xe Plana\Kevin Avila - Lot 21 Bay Tree\, OWNER: KEVIN AVILA (550) 588-5682 CELL EMAILADDRESS: KAVII80440YahOO.oOm ELECT -SERVICE: 200 AMP SERVICE 96' CLEAR OF DOOR OR WINDOW 48'H MIN. - 15' MAX 'LONFIRM LOCATION• GFCI CHRI5TMA511(5 5EE NOTE 51. ARCH El 50"X42' "NILE EVERY ATTEMPT HAS BEEN MADE IN THE PREPARATION OF THIS PLAN TO AVOID MISTAKES, THE MAKER CANNOT GUARANTEE AGAINST HUMAN ERROR BUILDING CONTRACTOR / HOME OWNER TO REVIEW AND VERIFY ALL DMENSIONS, SPECS, AND CONNECTIONS BEFORE CONSTRUCTION BEGINS. PKAmHS BY: Mq�H(550) -0565 11..o.l ROAD GHILO. G..0 0.4^ 95 q 19 LYNN5MRH520ATT.NET ENERGY CALCD BY: ``_41111Q� 60LDEN BUN �DE916N9 �' 441 MAX RAMIRE2 JERRY TUCKER GENERAL CONTRACTOR (5 50) 895-1 919 n THESE PLANS HAVE BEEN REVIEWED ONLY FOR COMPLIANCE WITH ATTACHED STRUCTURAL CALCULATIONS. THE ENGINEER'S STAMP ON THIS PLAN 15 VALID ONLY WITH A LETTER SIGNED BY THIS ENGINEER FOR EACH UNIQUE BUILD. Z tb H J Q W dWIU = if) Lin W Q H = Q Z JQ U N J H -1N T W U1KK0 LIVABLE: 2963 SgFt GARAGE: q60 SgFt COVERED PATIO: 18 2 SgFt FRONT _.92 SgFt REAR 374 5gFt TOTAL DATE: 7/15/2016 SCALE: 5HOWN REVIEWED 09a FOR CODE COMPLIANCE 8TORY AUG 0 2 2016 SHEET INTERWEST CONSULTING GROUP 45 O COPYRIGHT 2016 I111��f111ppp��'///���11 LYNN SMITH - DRAFTING l�,ia �I r y 1 g q SYCAMORE VALLEY ROAD, II5"��,_� It114 Lt 0H100, CA 015 q 15 V """"a... (530) 891-0585 WORK T -_T I if U) i 1T Q 6 w zo W 0' IL W d to Q I LU Ul w _N Q Ln O ai OL 4< I `w,, IL w ^ 10) LU n^0'' tu IL In 4QQy W Y N O Z tb H J Q W dWIU = if) Lin W Q H = Q Z JQ U N J H -1N T W U1KK0 LIVABLE: 2963 SgFt GARAGE: q60 SgFt COVERED PATIO: 18 2 SgFt FRONT _.92 SgFt REAR 374 5gFt TOTAL DATE: 7/15/2016 SCALE: 5HOWN REVIEWED 09a FOR CODE COMPLIANCE 8TORY AUG 0 2 2016 SHEET INTERWEST CONSULTING GROUP 45 O COPYRIGHT 2016 I111��f111ppp��'///���11 LYNN SMITH - DRAFTING l�,ia �I r y 1 g q SYCAMORE VALLEY ROAD, II5"��,_� It114 Lt 0H100, CA 015 q 15 V """"a... (530) 891-0585 WORK T -_T I � Il --"1 I it i 1. GENERAL A) ALL WORK SHALL CONFORM TO THE 2013 CBC AND ALL APPLICABLE LOCAL CODES. B) THE ENGINEER (SUMMIT STRUCTURAL DESIGN) HAS PROVIDED AND IS RESPONSIBLE FOR SPECIFIC STRUCTURAL ITEMS ONLY. ALL OTHER REQUIREMENTS OF THE BUILDING CODE INCLUDING WATERPROOFING, FIREPROOFING, DRAINAGE, HANDICAP ACCESSIBILITY, EGRESS REQUIREMENTS, PARKING, AND ALL OTHER DESIGN REQUIREMENTS NOT SPECIFICALLY SHOWN IN THE STRUCTURAL DESIGN CALCULATIONS, ARE THE RESPONSIBILITY OF THE CONTRACTOR OR OWNER. SHOULD ANY CHANGES BE MADE FROM THE DESIGN AS SPECIFIED IN THESE DOCUMENTS WITHOUT THE WRITTEN APPROVAL FROM THE ENGINEER, THEN THE ENGINEER WILL ASSUME NO RESPONSIBILITY FOR ANY ELEMENT OR SYSTEM OF THE STRUCTURE. C) THE DRAWINGS AND CALCULATIONS REPRESENT THE FINISHED STRUCTURE, AND, UNLESS SPECIFICALLY NOTED OTHERWISE, DO NOT SHOW THE METHOD OF CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR THE METHOD OF CONSTRUCTION, AND SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE PUBLIC, CONSTRUCTION WORKERS, AND THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE FORMING, SHORING, BRACING, SCAFFOLDING, ETCETERA. 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 BROUGHTTO THE ATTENTION OF THE ENGINtER 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 ANY WAY 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 50ILS 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 ADJACENT TO 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'-0" WHERE SLAB IS REINFORCED, SAW CUT AT INTERVALS NOT TO EXCEED 7'-0" WHERE SLAB IS UN -REINFORCED. GENERAL STRUCTURAL NOTES 3. CONCRETE / REINFORCING CONTINUED 1) REINFORCEMENT COVER SHALL BE AS FOLLOWS: CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO SOIL: 3" CONCRETE WITH SOIL OR WEATHER EXPOSURE: #5 BARS AND SMALLER 1 Y2" #6 BARS AND LARGER 2" CONCRETE WITHOUT SOIL OR WEATHER EXPOSURE: 3/4" J) REINFORCEMENT SHALL BE GRADE 60 PER ASTM A615 U.N.O. LAP BOTTOM REINFORCING (60) BAR DIAMETERS U.N.O. AND LAP TOP REINFORCING, PLACED ABOVE 12" OF CONCRETE OR MORE, (80) BAR DIAMETERS U.N.O. K) #5 AND LARGER REBAR SHALL NOT BE RE-BENT. L) ALL REINFORCING STEEL AND ANCHOR BOLTS SHALL BE ACCURATELY LOCATED AND ADEQUATELY SECURED IN POSITION BEFORE AND DURING CONCRETE PLACEMENT. 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 INSPECTION 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. RE -TREAT CUT ENDS WHERE REQUIRED. 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. 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 6. FRAMING / LUMBER CONTINUED 6-4 POSTS/TRIMMERS A.) SUPPORT: SUPPORT ALL UPPER LEVEL POSTS AND TRIMMERS IN LOWER LEVELS WITH EQUIVALENT FRAMING AND BLOCK OR OTHERWISE FRAME POSTS THROUGH FLOOR SYSTEMS. B.) WHERE POSTS WITH COLUMN CAPS OR BEARING PLATES ARE SPECIFIED, THE LOAD IS TO BE TRANSFERRED TO THE FOUNDATION BY VERTICAL GRAIN ONLY, U.N.O. 6-5 WALL FRAMING: A.) DOUBLE TOP PLATE SPLICES: SPLICES AND JOINTS IN DOUBLE TOP PLATE OF STUD BEARING WALL SHALL OCCUR AT THE CENTER LINE OF SUPPORTING STUD. TOP PLATE SPLICES OF STUD WALLS SHALL BE 48" LONG WITH (12) 16d SINKERS EACH SIDE OF EACH SPLICE U.N.O. WHERE SPLICE IS INTERRUPTED, USE ST6224 STRAP U.N.O. B.) FIRE BLOCKS: FIRE BLOCK STUD WALLS AT MID -HEIGHT WHERE STUD LENGTH EXCEEDS 10'-0". C.) MIS -PLACED ANCHOR BOLTS: WHERE ANCHOR BOLTS HAVE BEEN INCORRECTLY PLACED, USE SIMPSON SET EPDXY WITH ANCHOR OF SAME DIAMETER WITH 7" EMBEDMENT IN CONCRETE AND INSTALLATION PER MANUFACTURERS RECOMMENDATIONS AND CURRENT 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. F.) LET -IN BRACES: LET IN BRACES SHALL NOT BE USED FOR TEMPORARY BRACING ON ANY WALL FRAME. STEEL STRAPS WHICH DO NOT REQUIRE THE CUTTING OF STUDS ARE AN ACCEPTABLE ALTERNATIVE. 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 8-1 PREFABRICATED ROOF TRUSSES: A) PREFABRICATED ROOF TRUSSES: PREFABRICATED ROOF TRUSSES SHALL BE DESIGNED BYTHE TRUSS FABRICATOR PER THE REQUIREMENTS OF THE ARCHITECTURAL AND STRUCTURAL DRAWINGS AND CBC 2303.4. B) COMPLETE CALCULATIONS AND SHOP DRAWINGS INCLUDING LAYOUT, SIZE OF MEMBERS, AND CONNECTION DETAILS, STAMPED AND SIGNED BY AN ENGINEER LICENSED IN THE STATE OF CALIFORNIA, SHALL BE REVIEWED BY THE ENGINEER OF RECORD PRIOR TO TRUSS FABRICATION. C) TRUSS DESIGN LOADS: TOP CHORD LIVE LOAD: 20 PSF REDUCIBLE TOP CHORD DEAD LOAD: 10 PSF BOTTOM CHORD DEAD LOAD 8 PSF TOTALLOAD 38 PSF UPLIFT LOAD AS REQUIRED BY THE 2013 CBC D) TRUSS BRIDGING SHALL BE AS REQUIRED AND SPECIFIED BY THE TRUSS FABRICATOR. E) TRUSS MANUFACTURER SHALL OBTAIN ALL NECESSARY APPROVALS FROM THE PUBLIC AGENCIES INVOLVED IN GOVERNING CONSTRUCTION. F) TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING MAXIMUM DEFLECTIONS UNDER DESIGN LOADS: LIVE LOAD DEFLECTION = L/360, TOTAL LOAD DEFLECTION = L/240 9. DESIGN LOADS A) THE STRUCTURE HAS BEEN DESIGNED FOR THE FOLLOWING CRITERIA PER CBC CHAPTER 16, DIVISIONS I, II, III, AND IV U.N.O.: B) SEISMIC: SEISMIC IMPORTANCE FACTOR: 1 MAPPED SPECTAL RESPONSE ACCELERATIONS: Ss = 0.626, S1= 0.266 SEISMIC SITE CLASS: D SPECTRAL RESPONSE COEFFICIENTS: SDS = 0.542, SDI = 0.332, Cs = 0.08 SEISMIC DESIGN CATEGORY: D BASIC SEISMIC -FORCE -RESISTING SYSTEM: LIGHT FRAMED SHEAR WALLS SEISMIC BASE SHEAR: 9.9 KIPS RESPONSE MODIFICATION FACTOR: R = 6.5 ANALYSIS PROCEDURE USED: EQUIVALENT STATIC FORCE PROCEDURE C) WIND: WIND SPEED: 110 MPH WIND EXPOSURE: C D) LIVE LOADS: ROOF 20 PSF REDUCIBLE ABBREVIATIONS AB ANCHOR BOLT K ADDT 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 CONTROL101NT MISE. 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 ECiUAL 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 UNO HGR HANGER (SIMPSON) VERT HORIZ HORIZONTAL WP ID INSIDE DIAMETER WWF INT INTERIOR W/ JST JOIST W/O JT JOINT PERMIT# a)tr- I ml BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR QCOPSE COMPLIANCE DATE---�/ • �• I I o Bv� Vy 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 0 2 20% INTERWEST CONSULTING GROUP ZXeR�F��Ngi CNo. 75688 T * 6/ 0/18 JJ CIVIL 9TFOF CA\_\E 7/15/16 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 m kmo LiJ N WU LUN ^J >- o CL m QN J O Lf) W O N� 1...1.E U DC I- REVISIONS: z PC#1 7/15/16 DATE: 3/21/16 SCALE: NTS DRAWN BY: RKB JOB NUMBER: 16-155 SHEET: SN - -_ - - - — - 1 TOP PLATE PER 7/SD1 � PER ARCH _+ _+ --E.N. RAKED PLATE TYP I+� WHERE OCCURS-_ ' I II II -1 CS16 X 2X BLOCK I+I I T-0" FLAT, TYP I I LENGTH I I E.N. I I I TYP TOP PLATE I +I PER 7/SD1 I II II II WALL FRAMING I I I I PER PLAN, TYP— I+I I+I II II SHEAR PLY PER PLAN, OTHERWISE PROVIDE 3/8" MIN APA RATED CORNER WHERE OCCURS PLY WITH 8d NAILS AT 6" O.C. EDGES AND 12" O.C. FIELD SHEAR AT OPPOSITE FACE WHERE OCCURS PER PLAN -----`I P.T. DF SILL AND A.B. PER 3/SD1 SLAB PER PLAN\ FRAMING PER PLAN 1EAR PER PLAN, WHERE OCCURS II 2) #4 TOP AND BOTT., o U.N.O. pd. SPREAD FOOTING PER PLAN WHERE OCCURS TYPICAL OFFSET TOP PLATE DETAIL 19 TYPICAL INTERIOR FOUNDATION DETAIL 15 NO SCALE SD1 NO SCALE SD1 CURB PER ARCH. CONTROL TOOL ��� A JOINT 1/8" MIN �CO6"MAX SLAB STEP WIDTH 1/4- CONTINUOUS SEE PLAN " (1) #4 CONT. 1'-0" SEE NOTE 3 DIMENSIONS PER ARCH EDGE \I I I IIIA I ill #3 AT 12" O.C. I I o AL GRADE i PROVIDE 3/4" CHAMFER WHERE WALL ABOVE DOES NOT OCCUR, TYP QROFESS/0N' K. THICKNESS y `rNo. 75688 6/ 0/18 A 3" CL I I.6" O.C., TYP OF CAO 3" CLR 7/15/16 MECH. PAD #4 CONT DIMENSIONS SHEAR PLY AND THESE PLANS HAVE BEEN REVIEWED PER ARCH REINFORCE WITH #4 FOR coMPUANceONLY wlrrlTHE OR CURB TYP #4x4'-0" FTG TYPE PER PLAN AT 6" O.C. E.W. NA PLAN ATTACHED STRUCTURAL SEE CALCULATIONS AT V-6" O.C. NOTE 3 A HOEDOWN AND POST PER SCHEDULE rA EN ° #3 AT IIIIIII III -I IIIIIII— = IIIIIIIII 12. O.C. 1'-0" 2x4x2'-0 KEY TYP. SLAB� CONTINUOUS WALL REINFORCING #3 " AT 1 -6 O.C. AT 3 -0 O.C. CONSTRUCTION B ------- WHERE OCCURS N SHEAR PLY AND JOINTPER PLAN 1'-0 NOTES: 1. PREPARE SUBGRADE PER SOILS REPORT IF APPLICABLE. 2. SEE PLAN FOR RECOMMENDED SLAB REINFORCING. 3. MAY REDUCE DIMENSION TO 6" IF WALL ABOVE DOES NOT OCCUR. 4. GENERAL CONTRACTOR SHALL PROVIDE CONTROL AND CONSTRUCTION JOINT LAYOUT PLAN FOR ENGINEER'S REVIEW PRIOR TO CONCRETE PLACEMENT. NAILING PER PLAN TYPICAL SLAB -ON -GRADE DETAILS 12 TYPICAL SPREAD FOOTING SCHEDULE s TYPICAL CORNER HOLDOWN DETAIL 4 NO SCALE SD1 NO SCALE SD1 NO SCALE SD1 STRAPWALL CONTINUES WHERE SHEAR PLY AND 2X4 BLK'G OCCURS PER PLAN NAILING PER PLAN + a + + (5) 16d +++I + + AT EXISTING FOUNDATIONS AND AT MISSED AB PROVIDE 1/2" + + DIAMETER TITEN HD AT REQUIRED SPACING WITH 4" EMBED, 1 3/4" MINIMUM EDGE DISTANCE, 8" MINIMUM END DISTANCE, AND 8- + MINIMUM SPACING. LOCATE AND AVOID ALL REINFORCING PRIOR TO PARTIAL PLAN AT TOP PLATE CORNER AND TEE DRILLING. INSTALL PER MANUFACTURER'S RECOMMENDATIONS DBL 2X TOP PLATE `?`'-0" MAX AT (3) STORY AND TALLER STI26 STRAP, U.N.O.UNO, " PER DETAIL BELOW --\CENTERED ON DISCONTINUITY 5" MINX 6'-0" MAX AT 1 AND 2 STORY PT DF -L PLY AT (SEE SHEAR WALL SCHED.) SILL :'G/HDR T1 31 I 1 11 7" MIN ri` I. PLATE WASHER I STUD DIRECTLY UNDER SPLICE, TYP. U 3" X 3" X .229", TYP �JII TYPICAL TOP PLATE DISCONTINUITY—MASA/MASAP ANCHOR OPTION PER NOTE 4 PLY (5) 16d AT CORNER OR INTERSECTING WALL 1/2" DIA AB WITH AILING 2" HOOK, TYP FNDN PER PLAN LAN 16d SINKERS AT 16" O.C. 4'-0" MIN. LAP LENGTH TYP 16d SINKERS AT 16" O.C. (15) MIN, BETWEEN SPLICES 16d SINKERS AT 16" O.C. (15) MIN. BETWEEN SPLICES GENERAL NOTES: (15) MIN. BETWEEN SPLICES 1.) SILL PLATE SHALL BE 2X PT DF -L UNLESS NOTED OTHERWISE IN SHEAR WALL SCHEDULE. PLY AT 'G/SILL 2.) PROVIDE (2) BOLTS MIN PER SILL PLATE. 3.) DIAGONALLY SLOTTED PLATE WASHERS WITH A MAXIMUM SLOT LENGTH OF 1 3/4" MAY BE BOTTOM PLATESTUD DBL 2X USED WHEN A STANDARD CUT WASHER IS ADDED BETWEEN THE PLATE WASHER AND NUT. I I II I I I•I ^' I I II DIRECTLY I•I I•I I I ITYP 1-1 LI UNDER SPLICE, TYP.Ii TOP PLATE �4.) CONTACT SUMMIT STRUCTURAL DESIGN FOR MASA/MASAP ANCHOR OPTION IN LIEU OF J I ` J L INTERSECTING WALL OR CORNER WHERE OCCURS--] ANCHOR BOLTS. PROVIDE GAP BETWEEN PANELS E.N. PLY AT KING STUD AS REQ'D. BY MFR., 1/8" MIN. TYPICAL TOP PLATE SPLICE 5.) AT SHEAR WALLS, PLATE WASHER MUST BE LOCATED 1/2" OR LESS FROM THE INSIDE FACE OF SHEATHING. TYPICAL OPENING STRAPPING DETAIL 11 TYPICAL TOP PLATE SPLICE DETAIL TYPICAL FNDN ANCHOR BOLT DETAIL 3 NO SCALE SD1 N4 SCALE SD1 NO SCALE - SD1 TOP PLATE_ PER 7/SD1 r77 tle . • I�SII ' 1 383 Rio Lindo Ave. Suite 200 Chico, CA 95926 P. 530.592.4407 SummitChico.com FOOTING SCHEDULE 1/2" ISOLATION JOINT CONCRETE SLAB -ON -GRADE PER PLAN. SLOPE PER ARCH WHERE REQ'D ELEV. PER ARCH FOOTING TYPE DIMENSION A DIMENSION B, U.N.O. THICKNESS, U.N.O. F1.5 l'-6" 1'-6" 12" F2 2'-0" 2'-0" 12" F2.5 2'-6" 2'-6" 12" F3 3'-0" 3'-0" 12" NAILING PER PLAN TYPICAL SLAB -ON -GRADE DETAILS 12 TYPICAL SPREAD FOOTING SCHEDULE s TYPICAL CORNER HOLDOWN DETAIL 4 NO SCALE SD1 NO SCALE SD1 NO SCALE SD1 STRAPWALL CONTINUES WHERE SHEAR PLY AND 2X4 BLK'G OCCURS PER PLAN NAILING PER PLAN + a + + (5) 16d +++I + + AT EXISTING FOUNDATIONS AND AT MISSED AB PROVIDE 1/2" + + DIAMETER TITEN HD AT REQUIRED SPACING WITH 4" EMBED, 1 3/4" MINIMUM EDGE DISTANCE, 8" MINIMUM END DISTANCE, AND 8- + MINIMUM SPACING. LOCATE AND AVOID ALL REINFORCING PRIOR TO PARTIAL PLAN AT TOP PLATE CORNER AND TEE DRILLING. INSTALL PER MANUFACTURER'S RECOMMENDATIONS DBL 2X TOP PLATE `?`'-0" MAX AT (3) STORY AND TALLER STI26 STRAP, U.N.O.UNO, " PER DETAIL BELOW --\CENTERED ON DISCONTINUITY 5" MINX 6'-0" MAX AT 1 AND 2 STORY PT DF -L PLY AT (SEE SHEAR WALL SCHED.) SILL :'G/HDR T1 31 I 1 11 7" MIN ri` I. PLATE WASHER I STUD DIRECTLY UNDER SPLICE, TYP. U 3" X 3" X .229", TYP �JII TYPICAL TOP PLATE DISCONTINUITY—MASA/MASAP ANCHOR OPTION PER NOTE 4 PLY (5) 16d AT CORNER OR INTERSECTING WALL 1/2" DIA AB WITH AILING 2" HOOK, TYP FNDN PER PLAN LAN 16d SINKERS AT 16" O.C. 4'-0" MIN. LAP LENGTH TYP 16d SINKERS AT 16" O.C. (15) MIN, BETWEEN SPLICES 16d SINKERS AT 16" O.C. (15) MIN. BETWEEN SPLICES GENERAL NOTES: (15) MIN. BETWEEN SPLICES 1.) SILL PLATE SHALL BE 2X PT DF -L UNLESS NOTED OTHERWISE IN SHEAR WALL SCHEDULE. PLY AT 'G/SILL 2.) PROVIDE (2) BOLTS MIN PER SILL PLATE. 3.) DIAGONALLY SLOTTED PLATE WASHERS WITH A MAXIMUM SLOT LENGTH OF 1 3/4" MAY BE BOTTOM PLATESTUD DBL 2X USED WHEN A STANDARD CUT WASHER IS ADDED BETWEEN THE PLATE WASHER AND NUT. I I II I I I•I ^' I I II DIRECTLY I•I I•I I I ITYP 1-1 LI UNDER SPLICE, TYP.Ii TOP PLATE �4.) CONTACT SUMMIT STRUCTURAL DESIGN FOR MASA/MASAP ANCHOR OPTION IN LIEU OF J I ` J L INTERSECTING WALL OR CORNER WHERE OCCURS--] ANCHOR BOLTS. PROVIDE GAP BETWEEN PANELS E.N. PLY AT KING STUD AS REQ'D. BY MFR., 1/8" MIN. TYPICAL TOP PLATE SPLICE 5.) AT SHEAR WALLS, PLATE WASHER MUST BE LOCATED 1/2" OR LESS FROM THE INSIDE FACE OF SHEATHING. TYPICAL OPENING STRAPPING DETAIL 11 TYPICAL TOP PLATE SPLICE DETAIL TYPICAL FNDN ANCHOR BOLT DETAIL 3 NO SCALE SD1 N4 SCALE SD1 NO SCALE - SD1 TOP PLATE_ PER 7/SD1 r77 tle . • I�SII ' 1 383 Rio Lindo Ave. Suite 200 Chico, CA 95926 P. 530.592.4407 SummitChico.com SIMPSON HOLDOWN MODEL NUMBER 1/2" ISOLATION JOINT CONCRETE SLAB -ON -GRADE PER PLAN. SLOPE PER ARCH WHERE REQ'D ELEV. PER ARCH ,M W HOEDOWN FASTENERS AT POST B F SINGLE POUR TWO POUR CONDITION CONDITION LLJ DBL 2X 1 5/16" C 6 SCREWS 6" N DBL 2X 1 5/16" V) 10 SCREWS 6" LLJU B' /r W �C LU H c/ WHERE 0 -POST URS 1 < IZ m r -I Q QN� ._ O BOTTOM PLATESTUD DBL 2X USED WHEN A STANDARD CUT WASHER IS ADDED BETWEEN THE PLATE WASHER AND NUT. I I II I I I•I ^' I I II DIRECTLY I•I I•I I I ITYP 1-1 LI UNDER SPLICE, TYP.Ii TOP PLATE �4.) CONTACT SUMMIT STRUCTURAL DESIGN FOR MASA/MASAP ANCHOR OPTION IN LIEU OF J I ` J L INTERSECTING WALL OR CORNER WHERE OCCURS--] ANCHOR BOLTS. PROVIDE GAP BETWEEN PANELS E.N. PLY AT KING STUD AS REQ'D. BY MFR., 1/8" MIN. TYPICAL TOP PLATE SPLICE 5.) AT SHEAR WALLS, PLATE WASHER MUST BE LOCATED 1/2" OR LESS FROM THE INSIDE FACE OF SHEATHING. TYPICAL OPENING STRAPPING DETAIL 11 TYPICAL TOP PLATE SPLICE DETAIL TYPICAL FNDN ANCHOR BOLT DETAIL 3 NO SCALE SD1 N4 SCALE SD1 NO SCALE - SD1 TOP PLATE_ PER 7/SD1 r77 tle . • I�SII ' 1 383 Rio Lindo Ave. Suite 200 Chico, CA 95926 P. 530.592.4407 SummitChico.com SIMPSON HOLDOWN MODEL NUMBER 1/2" ISOLATION JOINT CONCRETE SLAB -ON -GRADE PER PLAN. SLOPE PER ARCH WHERE REQ'D ELEV. PER ARCH ,M W HOEDOWN FASTENERS AT POST B F SINGLE POUR TWO POUR CONDITION CONDITION LLJ DBL 2X 1 5/16" C 6 SCREWS 6" N DBL 2X 1 5/16" V) 10 SCREWS 6" LLJU B' /r W �C LU H c/ WHERE 0 -POST URS 1 < IZ m r77 tle . • I�SII ' 1 383 Rio Lindo Ave. Suite 200 Chico, CA 95926 P. 530.592.4407 SummitChico.com SIMPSON HOLDOWN MODEL NUMBER 1/2" ISOLATION JOINT CONCRETE SLAB -ON -GRADE PER PLAN. SLOPE PER ARCH WHERE REQ'D ELEV. PER ARCH ,M W HOEDOWN FASTENERS AT POST B F SINGLE POUR TWO POUR CONDITION CONDITION LLJ 383 Rio Lindo Ave. Suite 200 Chico, CA 95926 P. 530.592.4407 SummitChico.com J IT " CONCRETE PROVIDE 6 MIN WIDTH STEM SLAB RETE GRADE BEYOND PER 17/SD1 WITH #4 TOP I: HOOKED AT EACH END AND #4 VERT 1/2" UP AT GARAGE PER PLAN 12" OC, (3) MIN PER WALL SEGMENT DOOR OPENING WHERE REQUIRED SIMPSON HOLDOWN MODEL NUMBER 1/2" ISOLATION JOINT CONCRETE SLAB -ON -GRADE PER PLAN. SLOPE PER ARCH WHERE REQ'D ELEV. PER ARCH ,M W HOEDOWN FASTENERS AT POST B F SINGLE POUR TWO POUR CONDITION CONDITION LLJ DBL 2X 1 5/16" C 6 SCREWS 6" N DBL 2X 1 5/16" V) 10 SCREWS 6" LLJU B' /r W �C LU H c/ WHERE 0 -POST URS 1 < IZ m r -I Q QN� ._ O J IT " CONCRETE PROVIDE 6 MIN WIDTH STEM SLAB RETE GRADE BEYOND PER 17/SD1 WITH #4 TOP I: HOOKED AT EACH END AND #4 VERT 1/2" UP AT GARAGE PER PLAN 12" OC, (3) MIN PER WALL SEGMENT DOOR OPENING WHERE REQUIRED SIMPSON HOLDOWN MODEL NUMBER 1/2" ISOLATION JOINT CONCRETE SLAB -ON -GRADE PER PLAN. SLOPE PER ARCH WHERE REQ'D ELEV. PER ARCH CONCRETE ANCHOR TYPE HOEDOWN FASTENERS AT POST B F SINGLE POUR TWO POUR CONDITION CONDITION C DBL 2X 1 5/16" C 6 SCREWS 6" HDU4 DBL 2X 1 5/16" V) 10 SCREWS 6" B' WHERE 0 -POST URS 1 1/2" ISOLATION JOINT " I 1/2" ISOLATION I ALL NON -SHEAR WALLS AND PAVEMENT AND SLOPE JOINT BEYOND ��_�_�H���� NON-BEARING WALLS TO HAVE SILL PLATE I ELEV. PER ARCH p o SUBGRADE BY OTHERS HILTI X-CP72 SHOT PINS PER SIZE AND AB r Oo ONCRETE SLAB -ON -GRADE ICC ESR -2379 AT 24" O.C. SPACING PER 3/SD1 NATURAL PER PLAN. SLOPE PER PT SILL PLATE STUD WALL ELEVATION KEY 2X6 WALL OPENING SCHEDULE GRADE LINE— - _ —I I ° C ARCH HEADER PER PLAN (110 MPH, EXPOSURE C) HOLDOWN SCHEDULE (*SEE ALL NOTES BELOW*) SIMPSON HOLDOWN MODEL NUMBER MINIMUM DISTANCE FROM HOLDOWN CENTER OF POST CONCRETE ANCHOR SIZE TO FACE OF POST CONCRETE ANCHOR TYPE HOEDOWN FASTENERS AT POST MINIMUM STEM WALL WIDTH SINGLE POUR TWO POUR CONDITION CONDITION HDU2 DBL 2X 1 5/16" SSTB16 SSTB20 6 SCREWS 6" HDU4 DBL 2X 1 5/16" SST620 SSTB24 10 SCREWS 6" W 0 J Q ® TRIMME /S PER SCHEDULE OPENING WIDTH TRIMMER/S KING STUD/S 12" MIN 1 1/2" (2) LAYERS OF © KING STUDS PER SCHEDULE UP TO 3'-0" CLR BUILDING PAPER (1) 2X6 (1) 2X6 SPREAD FOOTING PER ® A35 CLIP AT EACH SIDE OF POSTS AND UP TO 6'-0" 2 2X6 1 2X6 GENERAL NOTES: 3" CLR (2) #4 TOP AND PLAN WHERE OCCURS CONCRETE MULTIPLI= KING STUDS. USE A34 AT 4X WALLS UP TO 10'-0" (2) 2X6 BOTT, CONT THIS LINE (2) 2X6 SLAB -ON -GRADE © BLOCK AT ALL SHEATHING SPLICES, AND AT UP TO 16'-0" (2) 2X6 1 (3) 2X6 ) HOEDOWNS SHALL 5E INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. PER PLAN 10'-0" MAX UNBRACED STUD LENGTH 1 II— Q NAIL MULTIPLE TRIMMERS/KING STUDS 2.) AT 3X MUDSILL USE SSTBL VERSION OF ANCHOR LISTED ABOVE. NOTE: SEE DETAIL 13/SD1 FOR ADDITIONAL INFORMATION. TOGETHER WITH 16d AT 12" O.C. STAGGERED`,/ 3.) DOUBLE STUDS SHALL BE NAILED TOGETHER WITH 12d (DIA.=0.135") AT 6" O.C. STAGGERED. U ® STUD PER PLAN DF#2 AT 16" O.C. U.N.O. ® POST PER PLAN WHERE OCCURS TYP GARAGE DOOR OPENING FNDN DTL 1g TYPICAL FOUNDATION DETAIL 14 TYPICAL NON-BEARING WALL DETAIL 10 TYPICAL STUD WALL ELEVATION 6 TYPICAL HOLDOWN SCHEDULE 2NO NO SCALE SD1 NO SCALE _ SD1 NO SCALE (_SD1 NO SCALE SD1 NO SCALE 1 5 CORNER WHERE OCCURS _, _Ln 2 1/2" MAX. DEPTH FOR 2X4 PLATE SD2 (5) 16d NAILS AT 3 1/2" MAX. DEPTH FOR 2X6 PLATE 'TOP PLATE PE_R 7/SD1 LAPPED CORNERS, TYP WALL FRAMING * –5 1/2" MAX PROVIDE G PER PLAN PANELS AS WALL FRAMING PER PLAN A MFR, 1/8" SHEAR PER PLAN PT DF SILL AND AB PER 3 PT DF SILL AND WHERE OCCURS SD1 / AB PER 3/SD1 SHEAR PER PLAN A BLOCK 1/2" ISOLATION JOINT WHERE OCCURS AT ALL CONCRETE CONCRETE SLAB -ON -GRADE SLAB -ON -GRADE N PROVIDE SIMPSON RPS22 EN PER PLAN. SLOPE PER PER PLAN ROUGHEN SURFACE ARCH 1/4" AMPLITUDE STRAP AT EACH PLATE, TOP PLATE " 6" MIN li – " (2) MIN PER NOTCH PER 7/SD1 8 MIN ELEV. PER A CH SP MAX S SLOPE GRADE II #4 SLAB TIES "II CLR MIN, 8" MIN " " SPACING AWAY FROM FNDN AT 4'-0" OC .. _ p _� /SLOPE FINISHED I I ,_'o,,. #4 AT 24" OC VERT, #4 _ ° _-- _.__C GRADE AWAY • STEM WALL HEIGHT > 1 -6 MIN #4 AT 24" OC VERT, #4 III ° AT 18" OC HORIZ WHERE 7� FROM FOUNDATION " I_ " "— I 1 1/2 WALL FRAMING AT 18" OC HORIZ, WHERE MAX TYP. PER PLAN, TYP STEM WALL HEIGHT > l'-6" "12" MIN #4 CONT TOP AND BOTT "12" MIN #4 CONT TOP AND BOTT J 3" CLR, TYP ,�12" SPREAD FOOTING PER 3" CLR, TYP "� SPREAD FOOTING PER PLAN WHERE OCCURS 12 PLAN WHERE OCCURS PIPE AS OCCURS NOTE: DO NOT BORE HOLES OR CUT NOTCHES IN STRUCTURAL WALL PLATES GREATER THAN 1/3 THE PLATE WIDTH WITHOUT WRITTEN AP BETWEEN I (I I FIELD NAIL PER REQ'D BY I I I SHEAR WALL SCHED. MIN I I EN PER S I I AR II I WALL SCHED. AS I MID 1 I, I ! 11 11 EDGES, TYP I COMPRESSION I S I POST AS REQ'D SHEAR PLY PER HOLDOWN PER SHEAR WALL SCHED.-� SCHEDULE TUD I•I I I I I I II II II I rl rl I II II II I HOLDOwN LI I I PER SCHEDULE II I II II jl II I II II I LI II 1 ll I•I I II II I II II I II I II II I I°i -- -. L-- LL-- -.--il SILL PLATE AND AB SIZE/SPACING PER SCHED. " Ilb� REVIEWED Q PERMIT # FOR CODE COMPLIANCE BUTYE COUNTY DEVELOPMENT SERVICES REVIEWED FOR AUG 0 2 2016 CODE COMPLIANCE DAT—=JJ - __---.-BY— ! ONSU ERWE GROUP I SHEAR WALL LEGEND STRUCTURAL SHEAR WALL TYPE "N" FOR A MINIMUM 7 N L=X' -Y" LENGTH OF X' -Y" PER SCHEDULE BELOW. SHEAR WALL SCHEDULE - 3/S" THICK SHEATHING AND 16" O.C. STUD SPACING (*SEE ALL NOTES BELOW*) SHEAR MUDSILL THICKNESS SOLE PLATE PANEL EDGE PANEL FIELD "SIMPSON" ALLOW. WALL AND 1/2" DIAMETER NAIL SIZE NAIL SIZE NAIL SIZE A35 AND RBC LOAD TYPE ANCHOR BOLT SPACING AND SPACING AND SPACING AND SPACING CUP SPACING (PLF) Z6 6 2X MUDSILL 12d O 7" O.C. 8d O 6" O.C. 8d 0 12" O.C. A35 AT 2'-8* O.C. 260 AB 0 3'-9 O.C. RBC AT 1 -8 O.C. 2X MUDSILL " A35 AT V-8" O.C. Al 12d O 5" O.C. 8d ®4 O.C. 8d ®12 O.C. 350 AB ®2'-9" O.C. RBC AT 1 -2 O.C. REVISIONS: Q1 PC#1 7/15/16 GENERAL NOTES: 1.) WALL FRAMING: USE 2X OR WIDER DF -L STUDS (PER PLAN), SOLE PLATE, TOP PLATES, AND BLOCKING. USE PT DF -L MUDSILL PER SCHEDULE ABOVE. BLOCK ALL PANEL EDGES. DATE: 3/21/16 2.) SHEATHING: USE APA RATED (32/16 SPAN RATING) SHEATHING UNLESS NOTED OTHERWISE. EDGE NAIL PANELS AT ALL EDGES, TOP PLATES, SOLE PLATE, MUDSILL, POSTS, AND HOLDOWN SCALE: NTS COMPRESSION POSTS/STUDS. 3.) NAIL SIZES: 8d: 2 1/2" X 0.131" DIAMETER COMMON, OR 2 1/2" X 0.113" DIAMETER HOG BOX, DRAWN BY: RKB 12d: 3 1/8" X 0.135" DIAMETER SINKER, 20d: 4" X 0.192" DIAMETER COMMON. DO NOT OVERDRIVE NAILS. STAGGER SOLE FASTENING AND PRE -DRILL PILOT HOLES (MAX SOB NUMBER: 16-155 75% NAZI- DIA) TO AVOID SPLITTING WALL ELEMENTS. 4) ALLOWABLE LOADS MAY BE MULTIPLIED BY 1 4 WHERE WIND LOADS GOVERN CONSENT FROM THE ENGINEER OF RECORD.12 FOUNDATION PER PLAN MAX. SHEET: NOTE: STUD SPACING = 16" O.C., U.N.O. CORNER WHERE OCCURS, TYP EXTERIOR GARAGE WALL FNDN DETAIL 17 TYPICAL SLAB FOUNDATION DETAIL 13 TYPICAL TOP PLATE NOTCH DETAIL 9 TYPICAL SHEAR WALL ELEVATION 5 TYPICAL SHEAR WALL SCHEDULE 1 SD1 NO SCALE SDZ NO SCALE SD1 NO SCALE SD1 NO SCALE NO SCALE SD1 SD1117 i Ilb� REVIEWED Q PERMIT # FOR CODE COMPLIANCE BUTYE COUNTY DEVELOPMENT SERVICES REVIEWED FOR AUG 0 2 2016 CODE COMPLIANCE DAT—=JJ - __---.-BY— ! ONSU ERWE GROUP I SHEAR WALL LEGEND STRUCTURAL SHEAR WALL TYPE "N" FOR A MINIMUM 7 N L=X' -Y" LENGTH OF X' -Y" PER SCHEDULE BELOW. SHEAR WALL SCHEDULE - 3/S" THICK SHEATHING AND 16" O.C. STUD SPACING (*SEE ALL NOTES BELOW*) SHEAR MUDSILL THICKNESS SOLE PLATE PANEL EDGE PANEL FIELD "SIMPSON" ALLOW. WALL AND 1/2" DIAMETER NAIL SIZE NAIL SIZE NAIL SIZE A35 AND RBC LOAD TYPE ANCHOR BOLT SPACING AND SPACING AND SPACING AND SPACING CUP SPACING (PLF) Z6 6 2X MUDSILL 12d O 7" O.C. 8d O 6" O.C. 8d 0 12" O.C. A35 AT 2'-8* O.C. 260 AB 0 3'-9 O.C. RBC AT 1 -8 O.C. 2X MUDSILL " A35 AT V-8" O.C. Al 12d O 5" O.C. 8d ®4 O.C. 8d ®12 O.C. 350 AB ®2'-9" O.C. RBC AT 1 -2 O.C. REVISIONS: Q1 PC#1 7/15/16 GENERAL NOTES: 1.) WALL FRAMING: USE 2X OR WIDER DF -L STUDS (PER PLAN), SOLE PLATE, TOP PLATES, AND BLOCKING. USE PT DF -L MUDSILL PER SCHEDULE ABOVE. BLOCK ALL PANEL EDGES. DATE: 3/21/16 2.) SHEATHING: USE APA RATED (32/16 SPAN RATING) SHEATHING UNLESS NOTED OTHERWISE. EDGE NAIL PANELS AT ALL EDGES, TOP PLATES, SOLE PLATE, MUDSILL, POSTS, AND HOLDOWN SCALE: NTS COMPRESSION POSTS/STUDS. 3.) NAIL SIZES: 8d: 2 1/2" X 0.131" DIAMETER COMMON, OR 2 1/2" X 0.113" DIAMETER HOG BOX, DRAWN BY: RKB 12d: 3 1/8" X 0.135" DIAMETER SINKER, 20d: 4" X 0.192" DIAMETER COMMON. DO NOT OVERDRIVE NAILS. STAGGER SOLE FASTENING AND PRE -DRILL PILOT HOLES (MAX SOB NUMBER: 16-155 75% NAZI- DIA) TO AVOID SPLITTING WALL ELEMENTS. 4) ALLOWABLE LOADS MAY BE MULTIPLIED BY 1 4 WHERE WIND LOADS GOVERN CONSENT FROM THE ENGINEER OF RECORD.12 FOUNDATION PER PLAN MAX. SHEET: NOTE: STUD SPACING = 16" O.C., U.N.O. CORNER WHERE OCCURS, TYP EXTERIOR GARAGE WALL FNDN DETAIL 17 TYPICAL SLAB FOUNDATION DETAIL 13 TYPICAL TOP PLATE NOTCH DETAIL 9 TYPICAL SHEAR WALL ELEVATION 5 TYPICAL SHEAR WALL SCHEDULE 1 SD1 NO SCALE SDZ NO SCALE SD1 NO SCALE SD1 NO SCALE NO SCALE SD1 SD1117 i REVISIONS: Q1 PC#1 7/15/16 GENERAL NOTES: 1.) WALL FRAMING: USE 2X OR WIDER DF -L STUDS (PER PLAN), SOLE PLATE, TOP PLATES, AND BLOCKING. USE PT DF -L MUDSILL PER SCHEDULE ABOVE. BLOCK ALL PANEL EDGES. DATE: 3/21/16 2.) SHEATHING: USE APA RATED (32/16 SPAN RATING) SHEATHING UNLESS NOTED OTHERWISE. EDGE NAIL PANELS AT ALL EDGES, TOP PLATES, SOLE PLATE, MUDSILL, POSTS, AND HOLDOWN SCALE: NTS COMPRESSION POSTS/STUDS. 3.) NAIL SIZES: 8d: 2 1/2" X 0.131" DIAMETER COMMON, OR 2 1/2" X 0.113" DIAMETER HOG BOX, DRAWN BY: RKB 12d: 3 1/8" X 0.135" DIAMETER SINKER, 20d: 4" X 0.192" DIAMETER COMMON. DO NOT OVERDRIVE NAILS. STAGGER SOLE FASTENING AND PRE -DRILL PILOT HOLES (MAX SOB NUMBER: 16-155 75% NAZI- DIA) TO AVOID SPLITTING WALL ELEMENTS. 4) ALLOWABLE LOADS MAY BE MULTIPLIED BY 1 4 WHERE WIND LOADS GOVERN CONSENT FROM THE ENGINEER OF RECORD.12 FOUNDATION PER PLAN MAX. SHEET: NOTE: STUD SPACING = 16" O.C., U.N.O. CORNER WHERE OCCURS, TYP EXTERIOR GARAGE WALL FNDN DETAIL 17 TYPICAL SLAB FOUNDATION DETAIL 13 TYPICAL TOP PLATE NOTCH DETAIL 9 TYPICAL SHEAR WALL ELEVATION 5 TYPICAL SHEAR WALL SCHEDULE 1 SD1 NO SCALE SDZ NO SCALE SD1 NO SCALE SD1 NO SCALE NO SCALE SD1 SD1117 i CONSENT FROM THE ENGINEER OF RECORD.12 FOUNDATION PER PLAN MAX. SHEET: NOTE: STUD SPACING = 16" O.C., U.N.O. CORNER WHERE OCCURS, TYP EXTERIOR GARAGE WALL FNDN DETAIL 17 TYPICAL SLAB FOUNDATION DETAIL 13 TYPICAL TOP PLATE NOTCH DETAIL 9 TYPICAL SHEAR WALL ELEVATION 5 TYPICAL SHEAR WALL SCHEDULE 1 SD1 NO SCALE SDZ NO SCALE SD1 NO SCALE SD1 NO SCALE NO SCALE SD1 SD1117 i TRUSS BY OTHERS 2X SOLID BLOCKS, 16d AT 8" O.C. WALL FRAMING BEYOND PER TYPICAL LEDGER DETAIL NO SCALE A.._...... - FASTENINGSCHEDULE (TABLE 2304.9.1) CONNECTION I /ll\V VLV V,\J. I LOCATION 1. JOIST TO SILL OR GIRDER 3 - 8d COMMON (2 1/2' X 0.131-) E.N. PLY AT FOR CLARITY. A 2X BLOCKING TOE NAIL 1 3 - 3" 14 GA. STAPLES SET DRAGDRAG 2. BRIDGING TO JOIST 2 - 8d COMMON (2 1/2' X 0.131-) STRAP PER PLAN 2 - 3" X 0.131" NAILS TOE NAIL EACH END BY OTHERS, T 2 - 3" 14 GA. STAPLES +'. 3. 1" X 6- SUBFLOOR OR LESS TO EACH JOIST 2 - 8d COMMON (2 1/2' X 0.131') TRUSS BY f 4. WIDER THAN 1" X 6" SUBFLOOR TO EACH JOIST 3 - 8d COMMON (2 1/2- X 0.131-) FACE NAIL A34 CLIP E.S. 2 - 16d COMMON (3 1/2- X 0.162-) OTHERS, TYP/ 6. SOLE PLATE TO JOIST OR BLOCKING 16d (3 1/2- X 0.135-) AT 16" O.C. 3" X 0.131' NAILS AT 8" O.C. 1/2 STRAP LENGTH 3' 14 GA. STAPLES AT 12. O.C. TYP SOLE PLATE TO JOIST OR BLOCKING AT 3 - 16d (3 1/Y X 0.135') AT 16. O.C. 4 - 3" X 0.131* NAILS ATR O.C. BRACED WALL PANELS 1 ROOF STRAP DETAIL 7. TOP PLATE TO SND 14 NO SCALE 3 - 3" X 0.131" NAILS SD2 3 - 3" 14 GA. STAPLES 2X BLOCK, TYP 8. SND TO SOLE PLATE 4 - 8d COMMON (2 1/2- X 0.131-) 4 - 3" X 0.131" NAILS AT 8. O.C. TOE NAIL 3 - 3" 14 GA. STAPLES AT 12" O.C. for wall sheathing are permitted to be common• box or casing. o. Common or deformed shank (fid - 2' x 0.113'; Bd - 2 1/2' x 0.131'; 10d - 3- x 0.148-) 2 - 16d COMMON (3 1/2" X 0.162-) END NAIL WITH 3-3"X0.131"NAILS TRUSS BY 3 - 3" 14 GA. STAPLES E.N. 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. OTHERS, TYP 2X SOLID BLOCKS, 16d AT 8" O.C. WALL FRAMING BEYOND PER TYPICAL LEDGER DETAIL NO SCALE A.._...... - FASTENINGSCHEDULE (TABLE 2304.9.1) CONNECTION FASTENING- LOCATION 1. JOIST TO SILL OR GIRDER 3 - 8d COMMON (2 1/2' X 0.131-) E.N. PLY AT FOR CLARITY. A 3 - 3" X 0.131' NAILS TOE NAIL 1 3 - 3" 14 GA. STAPLES SET DRAGDRAG 2. BRIDGING TO JOIST 2 - 8d COMMON (2 1/2' X 0.131-) TRUSS FOR 2 - 3" X 0.131" NAILS TOE NAIL EACH END BY OTHERS, T 2 - 3" 14 GA. STAPLES +'. 3. 1" X 6- SUBFLOOR OR LESS TO EACH JOIST 2 - 8d COMMON (2 1/2' X 0.131') FACE NAIL 4. WIDER 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-) BLIND AND FACE NAIL 6. SOLE PLATE TO JOIST OR BLOCKING 16d (3 1/2- X 0.135-) AT 16" O.C. 3" X 0.131' NAILS AT 8" O.C. TYPICAL FACE NAIL 3' 14 GA. STAPLES AT 12. O.C. TYP SOLE PLATE TO JOIST OR BLOCKING AT 3 - 16d (3 1/Y X 0.135') AT 16. O.C. 4 - 3" X 0.131* NAILS ATR O.C. BRACED WALL PANELS BRACED WALL PANEL 4 - 3" 14 GA. STAPLES PER 16' 1 7. TOP PLATE TO SND 2 - 16d COMMON (3 1/2- X 0.162-) STRAP PER 3 - 3" X 0.131" NAILS END NAIL 3 - 3" 14 GA. STAPLES T T 8. SND TO SOLE PLATE 4 - 8d COMMON (2 1/2- X 0.131-) 4 - 3" X 0.131" NAILS AT 8. O.C. TOE NAIL 3 - 3" 14 GA. STAPLES AT 12" O.C. for wall sheathing are permitted to be common• box or casing. o. Common or deformed shank (fid - 2' x 0.113'; Bd - 2 1/2' x 0.131'; 10d - 3- x 0.148-) 2 - 16d COMMON (3 1/2" X 0.162-) END NAIL WITH 3-3"X0.131"NAILS \" TH 12d AT 3 - 3" 14 GA. STAPLES E.N. 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. H2.5T EA. TRUSS DOUBLE TOP PLATES 8 - 16d COMMON (3 1/2- X 0.162-) 16" O.C. 12 - 3- X 0.131' NAILS LAP SPUCE FASCIA BY OTHERS/' 4 I 12 - 3' 14 GA. STAPLES t 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 OR BEAM 12. RIM JOIST TO TOP PLATE 8d (2 1/2- X 0.131') AT 6" O.C. 3" X 0.131' NAIL AT 6' D.C. TOE NAIL AND (2) AT 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 _ PER PLAN WHERE 3 - 3" 14 GA. STAPLES -2X SLEEPER 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, `�E.N, TABLE 2308.10.4.1 H2.5T EA. TRUSS 4 - 3' X 0.131' NAILS FACE NAIL PER SD2 4 - 3" 14 GA. STAPLES 18. CEILING JOISTS TO PARALLEL RAFTERS 3 - 16d COMMON (3 1/2- X 0.162-) MIN, 1/2" TABLE 2308.10.4.1 TRUSSPER AND (2) AT 4 - 3" X 0.131" NAILS FACE NAIL 2 + } 4 - 3' 14 GA. STAPLES 2X6 WITH (2) 16d DBL TOP PLATE SEGMENT 19. RAFTER TO PLATE 3 - 8d COMMON (2 1/2' X 0.131") SHEATHING WITH 8d AT 6" 5 - 3" X 0.131- NAILS TOE NAIL 5 - 3" 14 GA. STAPLES 1,2 STRAP LENGTH 20. 1' DIAGONAL BRACE TO EACH STUD AND PLATE 2 - 8d COMMON (2 1/2" X 0.131") s E.N. AND 12 O.C. F.N. 2 - 3- X 0.131' NAILS FACE NAIL ` 3 - 3" 14 GA. STAPLES for 25/32 sheathing. Panel supports at 16 Inches (20 Inches If strength axis In the long direction of the panel, unless otherwise 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. WHERE 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 ,-..--�"'' REVIEWED 2 - 20d COMMON (4- X 0.19Y) FACE NAIL AT ENDS AND 6 3 - 3- X 0.131" NAILS AT EACH SPLICE NO SCALE 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"X0.131" NAILS FACE NAIL 4 - 3' 14 GA, STAPLES 27. JACK RAFTER TO HIP 3 - 10d COMMON (3" X 0.148") 4 - 3" X 0.131' NAILS TOE NAIL ers spaced 4 Inches an nter at ges, 8 ches at P FastenTYPICAL aDULE 4 - 3" 14 GA. STAPLES 2 - 16d COMMON (3 1/2- X 0.162') FACE NAIL . AUG 3-3'X0.131' NAILS 13 FeASTdENInNG SCdHEiate 3 - 3" 14 GA. STAPLES OVERHANG 28. ROOF RAFTER TO 2X RIDGE BEAM 2 - 16d COMMON (3 1/2' X 0.162") 5 TYPICAL EAVE 3-3" X0.131"NAILS TOE NAIL SD2 3 - 3" 14 GA. STAPLES SD2 NIJSCALE 2 - 16d COMMON (3 1/2" X 0.162') FACE NAIL 3 -3'X0.131 -NAILS ROOF PLY AND I 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-) RBC CLIP PER SHEAR 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' SINGLE FLOOR (COMBINATION SUBFLOOR-UNDERLAYMENT 7/8- TO 1- 8d' 1 1/8" TO 1 1/4" 10d' OR 8d' TO FRAMING) 3/4- AND LESS 6d' BY OTHERS 7/8- TO 1" 8d' NAILING PER PLAN 1 1/8- TO 1 1/4" 1W OR 8d' 32. PANEL SIDING (TO FRAMING) 1/2" AND LESS 6d 5/8" 8d 33. FIBERBOARD SHEATHING' 1/2' No. 11 GAGE ROOFING NAIL' RBC CLIP PER SHEAR 6d COMMON NAIL (2- X 0.113-) No. 16 GAGE STAPLE' TRUSS AND (2) AT MULTI -PLY 25/32' No. 11 GAGE ROOFING NAIL" 8d COMMON NAIL (2 1/2- X 0.131-) No. 16 GAGE STAPLE' 34. INTERIOR PANELING 1/4" 441 3/8- 6d SOLID E.N., SHEAR PER PLU SHEATHING PER SWS TYPE 6, TYP .WATERPROOFING, FLASHING, AND DRAINAGE PER ARCH ROOF PLY AND N NAILING PER PLAN E.N. PLY AT BLOCKS 2X BLOCK AT 4'-0" O.C. WITH (4) 8d TOENAILS EACH END CONT. 2X6 WITH (3) 16d AT 16" O.C. ROOF PLY AND NAILING PER PI A35 CLIP PER SHEAR WALL SCHEDULE, OTHERWISE 4'-0" O.C., TYP. `H2.5T EA. TRUSS AND (2) AT \MULTI -PLY TRUSSES TOP PLATE PER 7/SD1 `-WALL FRAMING PER PLAN TRUSS STANDOFF HEEL EAVE DETAIL BEAM PER LENGTH NOTCH BEAM AT PERPENDICULAR PLATES, WHERE , LSTA18 E.S., LINO. MSTA24 STRAP AT PARALLEL TOP PLATE, LINO PLATE /TOP PER 7/SD1 (2) 16d NAILS, TYP WALL FRAMING PER PLAN \KING/S AND TRIMMER/S PER PLAN $ TYPICAL TOP PLATE -BEAM STRAP DETAIL [41 SD2 NO SCALE SD2 BOTTOM CHORD OF SIMPSON STC CLIP TRUSS BY OTHERS AT EACH TRUSS GAP WALL PERPENDICULAR TO TRUSS ROOF TRUSSES BY OTHERS SIMPSON DTC CLIP AT EACH TRUSS 1/2" GAP-` TRUSS BY OTHERS, TYP NON-BEARING WALL \2X4 BLOCK AT 4'-0" O.C. WITH (2) 16d EACH END WALL PARALLEL TO TRUSS 7 TYPICAL NON-BEARING WALL DETAIL 3 SD2 NO SCALE SD2 PROVIDE GAP BETWEEN PANELS AS REQ'D. BY MFR., 1/8" MIN. ROOF PLY AND NAILING PER PLAN '-I ! it 2X4 OVERFRAMING j AT 24" O.C. T3 16d PLY OENAILS, AND FNAI TNG TYP PER PLAN ' 2X4 WITH 16d NAILS NOTE: EDGE NAIL ROOF PLY (NOT SHOWN E.N. PLY AT FOR CLARITY. A DRAG TRUSS. 1 AT 12" SET DRAGDRAG a. Common or box nails aro permitted to be used except where otherwise stated. b. Nails spaced at 6 Inches on center at edges, 12 inches at intermediate supports except 6 Inches at supports where spans ore ADD 2X4 F TRUSS FOR PER PLANLOCKS PERP. TRUSS REQ'D TO BY OTHERS, T SIDE OF BOTTOM +'. CHORD OF GIRDER EAVE CONN. PER TRUSS WITH (2) 16d 1/SD2, TYP AT 12" D.C., (4) MIN PER B40CK BEAM PER LENGTH NOTCH BEAM AT PERPENDICULAR PLATES, WHERE , LSTA18 E.S., LINO. MSTA24 STRAP AT PARALLEL TOP PLATE, LINO PLATE /TOP PER 7/SD1 (2) 16d NAILS, TYP WALL FRAMING PER PLAN \KING/S AND TRIMMER/S PER PLAN $ TYPICAL TOP PLATE -BEAM STRAP DETAIL [41 SD2 NO SCALE SD2 BOTTOM CHORD OF SIMPSON STC CLIP TRUSS BY OTHERS AT EACH TRUSS GAP WALL PERPENDICULAR TO TRUSS ROOF TRUSSES BY OTHERS SIMPSON DTC CLIP AT EACH TRUSS 1/2" GAP-` TRUSS BY OTHERS, TYP NON-BEARING WALL \2X4 BLOCK AT 4'-0" O.C. WITH (2) 16d EACH END WALL PARALLEL TO TRUSS 7 TYPICAL NON-BEARING WALL DETAIL 3 SD2 NO SCALE SD2 PROVIDE GAP BETWEEN PANELS AS REQ'D. BY MFR., 1/8" MIN. ROOF PLY AND NAILING PER PLAN '-I ! it 2X4 OVERFRAMING j AT 24" O.C. T3 16d PLY OENAILS, AND FNAI TNG TYP PER PLAN ' 2X4 WITH 16d NAILS WALL FRAMING E.N. PLY AT AT 12" a. Common or box nails aro permitted to be used except where otherwise stated. b. Nails spaced at 6 Inches on center at edges, 12 inches at intermediate supports except 6 Inches at supports where spans ore E.N. TRUSS SOLID BLOCK H2.5T EA. TRUSS AND 2 AT ( ) +'. ,".T,O,SD SLEEPER, O.C., TYP TYP OCCURS STRAP PER T T T T T T for wall sheathing are permitted to be common• box or casing. o. Common or deformed shank (fid - 2' x 0.113'; Bd - 2 1/2' x 0.131'; 10d - 3- x 0.148-) PLAN WITH \" TH 12d AT MULTI -PLY TRUSSES TRUSSES - E.N. i P PLATE PER H2.5T EA. TRUSS I 12d AT 16" O.C. \/1W, D.C. FASCIA BY OTHERS/' 4 I t f._,„.. 1 TOP LATE PER 7 SDl / - OR BEAM nail Corrosion -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') AND (2) AT L -- _-.-- _. __ __ _ __ _ __. _ PER PLAN WHERE -2X SLEEPER 1444 BEAM CONN. OCCURS g. Fastener 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 WITH `�E.N, ROR H2.5T EA. TRUSS ' SHEARIPER PLAN; PER SD2 " '1 nonstructural applications. h. Corrosion -resistant roofing roils with 7/16 loch diameter head and 1 1/8 Inch length for 1/2 Inch sheathing and 1 3/4 Inch NAILS(AT1EA 1/2" RATED (32/16) TRUSSPER AND (2) AT 'v �'.. 2 + } E WHERE 2X6 WITH (2) 16d DBL TOP PLATE SEGMENT length for 25/32 sheathing. RAFTER OR TRUSS SHEATHING WITH 8d AT 6" PLAN, TYP WITH 3 16d TOENAILS NAILS AT 12" O.C., TYP O 1,2 STRAP LENGTH OCCURS WALL FRAMING s E.N. AND 12 O.C. F.N. ` EACH END, TYP for 25/32 sheathing. Panel supports at 16 Inches (20 Inches If strength axis In the long direction of the panel, unless otherwise BEAM U.N.O. PER PLAN PER PLAN, TYP 2X4 VERT. AT 24" c 1 marked). } 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. WHERE OCCURS O.C. WITH (4) 16d DBL TOP PLATE 1 POST PER PLAN TOP AND (2) 16d SHEAR PER PLAN-- PER 7/SD1 TOENAILS BOTT., TYP ,-..--�"'' REVIEWED TYPICAL DRAG TRUSS DETAIL 6 TYPICAL OVERFRAMING DETAIL 2 NO SCALE SD2 NO SCALE SD2 v o. Fasteners spaced 4 Inches on center at edges, 8 Inches at Intermediate supports far subfloor and wall sheathing and 3 Inches on center at edges, 6 Inches at Intermediate supports of roof sheathing. PERMITp O Z 201E ers spaced 4 Inches an nter at ges, 8 ches at P FastenTYPICAL aDULE BUTTE COUNTY DEVELOPMENT SERVICES . AUG REVIEWED FOR 13 FeASTdENInNG SCdHEiate 9 OVERHANG SHEAR ODE COMPLIANCE 5 TYPICAL EAVE TRUSS BY OTHERS NO SCALE SD2 DA SD2 NIJSCALE SD2 ROOF PLY AND I D2 NAILING PER PLAN RBC CLIP PER SHEAR WALL SCHEDULE, ROOF TRUSSES ROOF PLY AND OTHERWISE 4'-0" O.C., TYP. BY OTHERS NAILING PER PLAN ADDED H2.5T EA. RBC CLIP PER SHEAR TRUSS AND (2) AT MULTI -PLY E.N\ WALL SCHEDULE, OTHERWISE 4w-0" O.C., TYP TRUSSES, WHERE DISCONTINUOUS SOLID BLOCKING \ WALL FRAMING a. Common or box nails aro permitted to be used except where otherwise stated. b. Nails spaced at 6 Inches on center at edges, 12 inches at intermediate supports except 6 Inches at supports where spans ore E.N. TRUSS SOLID BLOCK H2.5T EA. TRUSS AND 2 AT ( ) PER PLAN, TYP 48 Inches or more. For nailing of wood structural panel and particleboard diaphragms and shear walls, refer to Section 2305. Nails OCCURS for wall sheathing are permitted to be common• box or casing. o. Common or deformed shank (fid - 2' x 0.113'; Bd - 2 1/2' x 0.131'; 10d - 3- x 0.148-) /SOLID BLOCK WITH \" TH 12d AT MULTI -PLY TRUSSES TRUSSES - E.N. d. Common (6d - 2- x 0.113-; 8d - 2 1/2" x 0.131-; 10d - 3" x 0.148-) e. Deformed shank (fid - 2' x 0.113'; 8d - 2 1/2' x 0.131'; 10d - 3" x 0.146") H2.5T EA. TRUSS I 12d AT 16" O.C. \/1W, D.C. FASCIA BY OTHERS/' 4 I t f._,„.. 1 TOP LATE PER 7 SDl / - nail Corrosion -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') AND (2) AT 1444 g. Fastener 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 MULTI -PLY TR USES `�E.N, E.N. H2.5T EA. TRUSS ' SHEARIPER PLAN; " '1 nonstructural applications. h. Corrosion -resistant roofing roils with 7/16 loch diameter head and 1 1/8 Inch length for 1/2 Inch sheathing and 1 3/4 Inch 1/2" RATED (32/16) AND (2) AT 'v �'.. 2 + } t �'a 2X6 WITH (2) 16d DBL TOP PLATE SEGMENT length for 25/32 sheathing. SOLID BLOCKING SHEATHING WITH 8d AT 6" MULTI -PLY TRUSSES WITH 3 16d TOENAILS NAILS AT 12" O.C., TYP O 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 O.C. s E.N. AND 12 O.C. F.N. ` EACH END, TYP for 25/32 sheathing. Panel supports at 16 Inches (20 Inches If strength axis In the long direction of the panel, unless otherwise BEAM c 1 marked). } 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. PER PLAN DBL TOP PLATE ALL FRAMING PER PLAN k. Panel supports at 24 Inches. Casing or finish nails spaced 6 Inches on panel edges, 12 Inches at intermediate supports. SHEAR PER PLAN-- PER 7/SD1 ,-..--�"'' REVIEWED NOTE' EDGE NAIL PLY AT OPPOSITE FACE OF WALL (NOT SHOWN) AT ALL ' 1. For roof sheathing applications, Bd nails (2 1/2" x 0.113') are the minimum required for wood structural panels. m. Staples shall have a crown width of 7/16 Inch. _e FOR CODE COMPLIANCE TRUSSES, BLOCKS, STUDS, TOP PLATE SEGMENTS, ETC. minimum n. For roof sheathing applications, fasteners spaced 4 Inches on center at edges, 8 Inches at intermediate supports. v o. Fasteners spaced 4 Inches on center at edges, 8 Inches at Intermediate supports far subfloor and wall sheathing and 3 Inches on center at edges, 6 Inches at Intermediate supports of roof sheathing. O Z 201E ers spaced 4 Inches an nter at ges, 8 ches at P FastenTYPICAL aDULE . AUG TRUSS SUPPORT DETAIL 13 FeASTdENInNG SCdHEiate 9 OVERHANG SHEAR TRANSFER DETAIL 5 TYPICAL EAVE DETAIL IFNIUTOERWEST 1 NO SCALE SD2 NO SCALE SD2 NIJSCALE SD2 NO SCALE I D2 Q VESSIO/V K. B l � P F Z Qf 0. 75688x`1 * 6/ 0/18 J� CIV1� gTFOF CAO\ 7/15/16 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE ONLY WITH THE ATTACHED STRUCTURAL CALCULATIONS 383 Rio Undo Ave. Suite 200 Chico, CA 95926 P. 530.592.4407 SummitChico.com �M Q0 Lu N wU LUJ /r OC LU 1i CoLn QN \J ~O I Q r / L 0 r` 1 U U ssss� 1 REVISIONS: Q1 PC#1 7/15/16 DATE: 3/21/16 SCALE: NTS DRAWN BY: RKB JOB NUMBER: 16-155 SHEET: SD2 T .- f