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B17-0985 055-540-034
`r Ar I 10.41I �^ I BEDROC Iq' GL6. N� OQ mr J Q LIN. O x 3� m�i 2468 b 2_2x6 R.d2 5H. E = N. 1. A/C UNIT I Uj > `01-6. 21'-0" 22'-6�" V 10'-5n V. It L,1_d" 1. \- 4'-0" GONG. APRON A =I 103 II-------------- -------------------- - - - - - - I I \-DN (3) Tj" MAX rI D C RISERS w/ 10 , _ ,r MIN. TREAD5 w/ 5040 XO w/ I H "-I " N051NO = I' -O" T' -O" D. HT. I I �_� Al Q Q� UP SHLV5. I -� 110in QUA - 41 _ 266800 to I . I «► � �- N in � _ (3) 3060 S.H. SHLV5. I � -' PATIO HDR. ® T' l0'-6" CLO. %- - - GONG. _' TEMP. o STOR. I n 3060 HDR. ® T' -L55. 0 5.H. 6060 FIXED �' ---- - - n 3080 Y 2468 -�-+� I I 2 _O FR. DR. I NOOK -Too MIN. I q' CLO I �ry I I I 0 2868 I I I I I I I GL6. BRK. SHELVES I I LINE EPA PHASE 2 APPROVED I I I I ZERO -CLEARANCE WOOD I I I I HALL BURNING FIREPLACE w/ I I 1 12 NON-COMBUSTIBLE HEARTH. I 10-6 01-0.1 INSTALL PER MFRr-------- I I . SPEC. I I 1 BATH O PROVIDE INSTALLATION �I q- GL6 In 2668 � I I MANUAL ®51 TE, SEE = I DW �,x30 I I REQUIREMENTS ON SHEET G6 22 I I I I DBL. SINK - _ ATTIC I I I AGGE55L I V I NO I I l 7 I I I S I I I I- 77 ti " 41--0" � 6'-3�" 3080 FR. DR. \ 2468 I a t W I WALL 6 ATTIC I I G.O. +q' -6't GL6. WALL ACCESS 068 iL PREVENTER, TYP. O 1 16'-3" LIN. I (2)2868 2668 � H F. FRM. WINE RACKS AE h y HDR. © T' 2640 HDR. ®T' HDR. ®T'r I IN I 68 3 FIXED, TEMP. jCb I I6.7' 2640 S.H. 2640 5. N �! I = q' w/ F I = q' GL6 :* G ER SPLICES, I6d SINKER SILL a MASTER o � 5/e" GDX PLYWD. OR OSB b = 2x6 I BATH m NAILS m 2Y2" O.G. I. NAILS SHALL BE COMMON NAILS (2Y="x.131 "), TYP., U.O.N. 2. ALL PLYWOOD PANELS SHALL HAVE ALL EDGES BLOCKED. ' Digitally MASTER d� Plan Reviewer Plan4 Reviewer, q' GLG'- +Asso Bailey, P iates,lnc., ou=Code EDROOM L) email=tbailey@trbplus.com, 2668 Reviewer ju xw x q' GL6. -07'00' 251-0" - L I NEN, w/ iv ju .� .� O D 12 a SOFFIT ti " 41--0" � 6'-3�" 3080 FR. DR. \ 2468 I a t W I WALL 6 ATTIC I I G.O. +q' -6't GL6. WALL ACCESS 068 iL PREVENTER, TYP. O 1 LIN. I (2)2868 2668 � H F. FRM. WINE RACKS AE Q LITE 5HLV5. I I IN I 68 3 I I jCb I I6.7' I 2868s LAUND HALL I N �! I = q' w/ F I = q' GL6 :* G ER SPLICES, I6d SINKER SILL a NAILS ® 4V2" O.G. "I GL6. 5/e" GDX PLYWD. OR OSB b Q w/ 5d'S ® 20,12" O.G. w/ 2x6 I I " 113080 I a t W I WALL 2x6 I ATTIC I I G.O. +q' -6't GL6. WALL ACCESS 068 iL PREVENTER, TYP. O SHEARNALL SCHEDULE: LIN. 2 bQ 5/o" GDX PLYWD. OR 05B w/ 8d'S ® 6", a, O.G., I bd 77 -1 2868 F. FRM. WINE RACKS AE Q \I _ FIN. TO BE MIN. m" GYP. BD. 68 3 2666 BATH TI 3068 SPLICES, 16d SINKER SILL 2 R l I E: q' CL 6 ANE: 3/e" GDX PLYWD. OR OSB w/ F w/ 5d'S ® 3", 12" O.G. w/ Q 3 4x 57VDS ® ADJ. PANEL G ER SPLICES, I6d SINKER SILL a NAILS ® 4V2" O.G. d ELF L Tc 5/e" GDX PLYWD. OR OSB b Q w/ 5d'S ® 20,12" O.G. w/ 4x STUDS ® ADJ. PANEL Q I \ I42'05� - I /\ I8x8KITGHEN rL q' GL6.p2x6 SAFE SHELVES RE5AWN I TILE WALL TANKLESS WH COOLING �` I I BEAMS iz, UNIT 2868 ,n " IT, -0" ,, T' -II" `� 4 -3 22 3 ' W-4- I f, I I I " I I I I I ISROKAVEI DIRAWER 3080 I I G.O. I II II II I II II I I I 2468 w/ TRANSOM o/ 119 1213 -1080 G.O. 5080 G.O. 3080 BEDROOM 2 ------- q' CLO. I I N I WALL 5040 XO HDR. ® T' STONE VENEER W CODE ANALYSIS GOVERNING CODES: 2016 05C,2016 GRG 2016 GEC, 2016 GPS, 2016 CMG, 2016 CFC, 2016 CALIF. HEALTH d SAFETY CODE AMENDMENTS 2016 CALIF. ENERGY CODE EFFICIENCY STANDARDS, ZONE II 2016 CALIF. ACCESSIBILITY REQUIREMENTS AMERICANS w/ D15ABILITIE5 ACT, 2015 EDITION NFPA 101, 2016 CGBSS OCCUPANCY GROUP, GROUP: R3 / U ALLOWABLE HEIGHT AND BUILDING AREAS (TABLE 503) ALLOWABLE AREA: UNLIMITED ACTUAL FLOOR AREA: 4652 50. FT. ALLOWABLE STORY/HE16HT: (3) STORIES / 40'-0" ACTUAL 5TORY/HEIGHT, (1) STORIES / 2q'-6" CONSTRUCTION TYPE: TYPE VB AUTOMATIC SPRINKLER: REQUIRED WILDLAND URBAN FIRE INTERFACE: REOV., SEE WUI SHT. H.B. 2x6 11 WALL I I :2x&ILI _ 24.5' I I I I HAL m' PANT. 15080 I 1 41) ENTR�1' 11 DINING DEN in I I 12' GL6 I I n 10-6" GLG -! I I u 10-6 CLO 6050 XO w/ 5016 TRANSOM ABV. 6 5.2' , Al �n DN (3) 1" MAX. RIC,FRS w/ In" 126012 O SL., 680 5.0 . 5, , TEMP, w/ 6116,P, TRANSOM - GOYR D PORCH 12' GL6. GONG. ISTONE VENEER MATER HEATER MANDATORY FEATURES WATER HEATING SYSTEMS U51N0 GAS OR PROPANE WATER HEATERS TO SERVE INDIVIDUAL DWELLING UNITS SHALL INCLUDE THE FOLLOWING COMPONENTS: I. A 120V ELECTRICAL RECEPTACLE THAT 15 WITHIN 3 FEET FROM THE WATER HEATER AND ACCE551BLE TO THE WATER HEATER WITH NO OBSTRUCTIONS 2. A CATE60RY III OR IV VENT, OR A TYPE B VENT WITH STRAIGHT PIPE BETWEEN THE OUT51PE TERMINATION AND THE SPACE WHERE THE WATER HEATER 15 INSTALLED 3. A CONDENSATE DRAIN THAT 15 NO MORE THAN 2 INCHES HIGHER THAN THE BASE OF THE INSTALLED WATER HEATER, AND ALLOWS NATURAL DRAINING WITHOUT PUMP ASSISTANCE 4. A &A5 SUPPLY LINE WITH A CAPACITY OF AT LEAST 200,000 BTU/HR- 4040 XO H.B. HDR. ® T' I STONE Q VENEER �I O IdJ y 2x4 57UPS 6050 XO w/ 5016 - p TRAN50M ABV. a ". OARAO E I Date o By B• HOSE BIBS w/ +q' -6't GL6. O CONC. PREVENTER, TYP. O SHEARNALL SCHEDULE: 5YMBOL. 5HEARI^lA I-:- bQ 5/o" GDX PLYWD. OR 05B w/ 8d'S ® 6", a, O.G., I bd dJ NOTE: Q GARAGE WALLS AND CLO. 3/a" GDX PLY) -V. OR OSB N FIN. TO BE MIN. m" GYP. BD. 4x 5TUD5 ® ADJ. PANEL 4050 XO HDR. ® T' TO HOUSE FIN. FLR 4050 XO HDR. ® TTO 5.8' HOUSE FIN. FLR. FLOOR PLAN 1/4" = I'-0" NOTE: THIS PROJECT IS LOCATED IN A WILDLAND URBAN INTERFACE AREA. 5EE SHEET WUI FOR REQUIREMENTS BEARING WALL HDR5. PER GENERAL NOTES, CARPENTRY NOTE #13, TYP., U.O.N. •TILE SHWR. w/ TEMP. GL. ENCL. .5' O ARAOE 1 GONG. OTE: GARAGE WALLS AND 01-6. FIN. TO BE MIN. �' GYP. BD. q.0 -2x4 STUDS I A/G UNIT -2yA ou = z O t- F �I ®tu - - T 18080 O.G.D. Date By B• HOSE BIBS w/ NON-REMOVEABLE BACK-FLOW PREVENTER, TYP. SHEARNALL SCHEDULE: 5YMBOL. 5HEARI^lA I-:- bQ 5/o" GDX PLYWD. OR 05B w/ 8d'S ® 6", a, O.G., I bd SINKER 51" NAILS ® 5" O.G. Q 3/a" GDX PLY) -V. OR OSB N 4 w/ 5d'S ® 4',1:2" O.G., w/ Q 4x 5TUD5 ® ADJ. PANEL SPLICES, 16d SINKER SILL NAILS ® 56" 0.0 3/e" GDX PLYWD. OR OSB w/ 5d'S ® 3", 12" O.G. w/ Q 3 4x 57VDS ® ADJ. PANEL SPLICES, I6d SINKER SILL a NAILS ® 4V2" O.G. 5/e" GDX PLYWD. OR OSB CuV O Q w/ 5d'S ® 20,12" O.G. w/ 4x STUDS ® ADJ. PANEL Q SPLICES, I6d SINKER SILL NAILS m 2Y2" O.G. I. NAILS SHALL BE COMMON NAILS (2Y="x.131 "), TYP., U.O.N. 2. ALL PLYWOOD PANELS SHALL HAVE ALL EDGES BLOCKED. ' Digitally signed by Todd -: Bailey, Todd-6N +�Bailey, Plan Reviewer Plan4 Reviewer, o=TRB +Asso Bailey, P iates,lnc., ou=Code Ov L) email=tbailey@trbplus.com, wo Reviewer Date o, 7.0.24 17:17:33 -07'00' 251-0" - 01 Revlson_ Date By N r � tr, H 4 tn a ON ON CuV O k, � Q W F� , .0 V t� °' s. Ov L) � wo W a o h 00 co LO Q) U LO --I O W ,• co co o CC) CIO 0 V) 0 OCO I � �--I Q a Q) o Q c CIO U AA. ?,y * No. C21283 f� REN. 7/19 OF C OAMU51 2,158 Date MAY 201-1 Scale Drown DAVID 5. Job I7-2288 sheet Of Sheets M v 0 0o 0 0 e-1 ti 0 N 0 cv ti 0 1♦ r -SPARK ARRESTOR GAP N/ 5HT. MTL. SCREEN Y ry �� �I L -STONE VENEER NATURAL GRADE RI0HT 51 DE ELEVATION I/4" = 1'-0" FLAT TILE ROOF \,--CRAHL SPACE DOOR / VENT 3 -COAT STUCCO o/ LAYERS GRADE D BLDG. PAPER OR EO. .......I................................................................................................................. ..... ............ ...... . .......- ..................................................................................................................................................................... .................................................................... ............................................................... ........................................................... ........... ..................................... -------------- ................... . ........................ - - - - - - ------------------- - ----- - .. ........... - Todd Digitally signed by Todd Bailey, 4" Cl -R. TO EARTH AND 2" TO Plan Reviewer GONG. FOR WEEP SCREED DN: cn=Todd Bailey, Plan Bailey, Reviewer, o=TRB+Associates,lnc., ou=Code Compliance, email=tbailey@trbplus.com, • c=US Reviewer Date: 2017.07.24 17:17:45 -07'00' FRONT ELEVATION 1/4" =1'-O" Revision: NOTE5 GENERAL. G -I MISCELLANEOUS IO.EACH SIDE OF TOP PL. LAP SPLICE SHALL HAVE (8) Ibd (5�" I. PROVIDE 4" HIGH x �" WIDE STREET ADDRESS NUMBERS x .135"0) MIN., TYP. if. TYPICAL FASTENERS SHALL BE INSTALLED IN CONFORMANCE OF CONTRASTING COLOR, VISIBLE FROM STREETS. w/ GBG TABLE 2304.10.1. 2. FIRE SPRINKLER SYSTEM 15 REQUIRED PER CRC R313.3 12.5TRUCTURAL COMPOSITE LUMBER SHALL BE VERSA -LAM OR NFPA 13D. FIRE SPRINKLER PLANS SHALL BE Fb3100 OR VER5A-RIM AS MFR. BY 5015E CASCADE. SUBMITTED UNDER SEPARATE COVER; SUCH PLANS MUST BE APPROVED, PERMIT ISSUED, AND HAVE INSPECTION BY 13.5EARING WALL HDR5. 5HALL BE 4x10 #2 OR 6x8 D.F. #1 MIN., THE FIRE MARSHALL PRIOR TO BUILDING CLOSING IN. TYP., U.O.N. 3. GARAGE MAN DOOR TO BE SOLID CORE 1-3/8 THICK OR PLUMBING 20 MIN. FIRE RATED DR. w/ SELF CLOSING DEVICE PER I. THE AGGREGATE AREA OF PLUMBING VENTS SHALL BE ORO 8302.5.1. 4. ALL DOORS w/ GLAZING TO BE TEMPERED GLAZING. 12.51 50. INCHES, MIN. 2. GAS FIRED WATER HEATER TANKS SHALL BE FASTENED CONCRETETO THE ADJACENT FRAMING w/ 16 GAUGE METAL STRAP I. CONCRETE TO BE 5 SACK MIX, 2500 PSI ® 28 DAYS (GSI6 OR EQ) w/ MIN. 2" LONG #12 WOOD SCREWS ® 4" 2. REINFORCING STEEL TO BE INTERMEDIATE GRADE DEFORMED ABOVE CONTROLS AND WITHIN 12" OF THE TOP OF THE BARS -TYPE N OR 40. TANK. 4. 5HOWER AND TUB -SHOWER COMBINATIONS SHALL BE ROUGH CARPENTRY PROVIDED w/ INDIVIDUAL CONTROL VALVES OF THE cA .a <n PRESSURE BALANCE OR THE THERMOSTATIC MIXING I. INSTALL BLOCKING AS REQUIRED TO SUPPORT FIN15H VALVE TYPE. HARDWARE AND FIRE STOPPING TO CUT OFF CONCEALED 5. INSTALL A 4" DRAIN FOR BUILDINGS PROVIDING MORE DRAFT OPENINGS A5 REOUIRED BY CODES THAN (3) WATER CLOSETS. 2. STRUCTURAL FRAMING SHALL BE DOUGLAS FIR TO THE 6. HORIZONTAL DRAINAGE PIPING SHALL BE 2% MIN. SLOPE. GRADE5 INDICATED OR BETTER (H1^4PA GRADING RULES) i. SNORER AND TUB/5HWR HALLS SHALL HAVE A SMOOTH, UNI E55 NOTED OTHERWISE. CONGEALED 4x BEAMS d P05T5 2 HARD, NONABSORBENT SURFACE o/ A MOISTURE "12" .........................NO. EXPOSED 4x BEAMS $ POSTSI RE515TANT UNDERLAYMENT TO A HEIGHT OF ABV. ...............................NO. bx BM5 d POSTS NO, I FIN15H FLR. DRAIN INLET, PER ORO 830 f.2 8. A NON -REMOVABLE BACKFLOW PREVENTION DEVICE 2x JOISTS AND RAFTERS........................................NO. 2 2 SHALL BE INSTALLED ON ALL EXTERIOR H05E BIBS. STUD, SILLS, PLATES ......................................... ..NO. SILLS ONCONCRETE Q. THE WATER HEATER'S TYPE 'B' GA5 VENT SHALL ...................................................PTHF MISC. FRAMING NOT NOTED NO. 2 TERMINATE NOT LE55 THAN VIN VERTICAL HEIGHT ABOVE .................................... 3. PLYWOOD SHALL BE OF THE DESIGNATED GRADE AND SHALL THE HIGHEST CONNECTED APPLIANCE DRAFT HOOD O MEET THE REQUIREMENTS OF THE U.S. PRODUCT STANDARDS FLUE COLLAR. P5 I-83. MECHANICAL 4. NAILS AT PLYWOOD PANELS SHALL HAVE S/e" EDGE DISTANCE AND SHALL NOT PENETRATE FACE -PLY. (. DRYER DUCT TO BE MIN. 4" TO THE OUTSIDE, EQUIPPED 5. NO PIECE OF PLYWOOD ROOF, FLOOR OR WALL SHEATHING WITH A BACK -DRAFT DAMPER. 4"(P DUCT LENGTH 15 SHALL BE LESS THAN 12" IN LEAST DIRECTION. LIMITED TO 14' WITH 2 ELBOWS. OTHER LENGTHS OR SIZES 6. FRAMING HARDWARE SHALL BE 51MP50N STRONG -TIE OR AS PERMITTED OR REQUIRED BY THE MANUFACTURE'S APPROVED EQUAL, WITH CONNECTORS AS SPECIFIED. INSTALLATION INSTRUCTIONS MUST BE APPROVED BY -1. PROVIDE SOLID BEARING CONTINUOUS FROM ALL BEAMS TO BUILDING OFFICIAL. (SUBMIT REQUEST FOR MODIFICATIONS) FOUNDATION. 2. 51NOLE-WALL METAL PIPE SHALL NOT BE USED A5 A VENT 5. PROVIDE FIRE BLOCKING IN CONCEALED SPACES IN DHELLING5 AND RESIDENTIAL OCCUPANCIES. VERTICALLY AND HORIZONTALLY IN ACCORDANCE w/ 2016 3. ALL EXHAUST DUCTS SHALL TERMINATE NOT LESS THAN 3' CRC SECTION 8302.11. FROM A PROPERTY LINE OR OPENINGS INTO THE BUILDING. Q. FASTENERS FOR PRESERVATIVE TREATED AND FIRE TREATED WOOD SHALL BE OF HOT DIPPED ZING COATED GALVANIZED STEEL, SILICON BRONZE OR COPPER. THE C� COATING WEIGHTS FOR ZING COATED FASTENERS SHALL BE IN ACCORDANCE w/ A5TMA 153. 2016 GRC SECTION 831?.3. .,__1 CD -SPARK ARRESTOR GAP N/ 5HT. MTL. SCREEN Y ry �� �I L -STONE VENEER NATURAL GRADE RI0HT 51 DE ELEVATION I/4" = 1'-0" FLAT TILE ROOF \,--CRAHL SPACE DOOR / VENT 3 -COAT STUCCO o/ LAYERS GRADE D BLDG. PAPER OR EO. .......I................................................................................................................. ..... ............ ...... . .......- ..................................................................................................................................................................... .................................................................... ............................................................... ........................................................... ........... ..................................... -------------- ................... . ........................ - - - - - - ------------------- - ----- - .. ........... - Todd Digitally signed by Todd Bailey, 4" Cl -R. TO EARTH AND 2" TO Plan Reviewer GONG. FOR WEEP SCREED DN: cn=Todd Bailey, Plan Bailey, Reviewer, o=TRB+Associates,lnc., ou=Code Compliance, email=tbailey@trbplus.com, • c=US Reviewer Date: 2017.07.24 17:17:45 -07'00' FRONT ELEVATION 1/4" =1'-O" Revision: Date By N r -i n �n C\ W 00 O U y • F�+� c v, E..q cA .a <n d O v � w � E o V C W Wo 00 M co O I O LO C� LO .,__1 CD LZ • � O Tn � cor� u MM 17-1 �.11 T CO -4j r � U rc, I Q) W F -+-i Q co r co U V) E-+ O AA A. r * No. C21283 N� REN. 7/19 CAMUSI 2558 Date MAY 2011 Scale Drown '°° 1i-2288 Sheet of Sheets I V4 00 0 0 f` O N O N r` r A0 LEFT SIDE ELEVATION 1/4" = 1'-0" ................. -------- ------------------- - ---- ............................... ............................. ...................................... ..................................... ................. 3—GOAT STUGGO o/ (2) LAYERS GRADE D BLDG. PAPER OR EQ. Todd Bai I e Y, Digitally signed by Todd Bailey, Plan Reviewer Plan DN: cn=Todd Bailey, Plan Reviewer, o=TR6 +Associates,lnc., ou--Code Compliance, email=tbailey@trbplus.com, c=US • Date: 2017.07.2417:17:59 -07'00' ....... ........ _...... Reviewer ..................... .... ............. ................................ .................. ........................... ------------- - .. ..... ..... . ...... ....... . .................... .................... ......... I ...... -- ... . . . ...................... ............ ...................... ......... . ............... . .. --.: .......... ....................... -..- . ....... ........ ...... . ........ . .. . . . ....... . . . ....... - - -------- - --- . ................... ... .. ..... .... ........................ ...... . ..... ...................... . . . .... ............... . .......... . . .. .. . ...... .......... .................... ............................. ............ ............................................................................................................................................... ............................................ ..................................... ........................ ..................................................... ...... ......................... .................................................................................... . ......... ................................................... .....................-__-_..................................__............................_-_...........................__............................_._._............................_.._............_..............................._............................... . . .... : ... . ...... .................. .......... ::-- . . ......................... ........... ............... . . .... ......... - ----------------- ------- - ------ .......... . . ........... ........................................................................................................... ..................................... ............................................................ .............................................................................................................................. .............................................................. ....... .......... ............... ....... - ................. . . . .................. ..... ......... . ................... ............ ...... ........................ ...................... . . . . . . . . .......... . ............... .. . ...... . ..... . ........... . .. . .... . .......... . . ................ ........... - .......................... . ........ . ..... ....... ::.,...... ..... --..---.. .............-- ... . ....... .. . . . ...................................................................................................... . ...... .................................................... . ................ ........ ... ........... . ........ . ............ . .......... .. ................. . ............................... GRAWL 51'AGE DOOR / VENT — ---- REAR ELEVATION 1/4" = 1'-0" Revision Date- By N Nu7 Elam( C) C) a-, V *-j • � tT C kr, OA h F�1 V w 4 y_ L o L w o co 0 I 0 �t- LO � I U LO U Z c� t� c 4--) o�°0 0u � W Q C -J coco U 0 AROVI cy s� j * Nig No. C21283 REN. 7/19 CA GAMUSI 2898 Date MAY 2011 Scale D'a- DAVID S. Job I-7-2288 sheet 3 Of Sheets Q LO 7i tp 0 0 ti O N O N N TOP PLATE 10'-63/4" HE TOP PLATE 12'-03/4" HE W/ :Du ;7111%t -.u -r1 -j •r V V.V., 1 1 4 . ROOF PLAN 1/4" a I' -O" 6x5 D.F. #I HEADERS, TYP., U.O.N. flr_wr5tvA_ :.twt : c fint:wr'§lTP-% Todd Bailey, Plan Reviewe MOTE: ROOF 5HEATHINO SHALL BE "TECH SHIELD" RADIANT—BARRIER OR EQ. Digitally signed by Todd Bailey, Plan Reviewer DN: cn=Todd Bailey, Plan Reviewer, o=TRB+Associates,lnc., rou=Code Compliance, email=tbailey@trbplus.com, c=US Date: 2017.07.2417:18:11 -07'00' ROOF NOTES: I. ROOF FRAMING SHALL BEt PRE -MFR TRUSSES 0 24" O.G. TYP. U.O.N. 2. ROOF PITCH SHALL BE: b:12, TPP. 3. ROOF O.H. SHALL Mt 1'-3" 0 6:12 PITCH 4. ROOF COVERING SHALL BE: CONG. TILE o/ (2) LAYERS 30# FELT o/ 5/g" COX or 055. w/ bd'S 0 b", 12" O.G. 5. REQUIRED ATTIC, VENTILATION: 4652 / 300 = 15.6 50. FT. OF NET FREE AREA VENTILATION REQUIRED. • LOW VENTING: PROVIDE (16) %"x22%" VULCAN' OR EQ. EAVE VENTS 0 5 50. FT. EACH. TOTAL LOW VENTING PROVIDED: 5.0 50. FT. OF NET FREE AREA • HIGH VENTINGt PROVIDE (12) O'HAGIN LOW -PROFILE FLAT VENTS 0 0.6q 50. FT. EACH. TOTAL HIGH VENTING PROVIDED: b.25 50. FT. OF NET FREE AREA. b. ATTIC MOUNTED F.A.U. PROVIDE SERVICE LIGHT w/ SWITCH 0 ACCESS HOLE. PROVIDE IIOV SERVICE OUTLET 0 UNIT. PROVIDE 24" WIDE CATWALK FROM ACCESS HOLE TO 30" SQ. x 30" HIGH CLEAR MAINTENANCE PLATFORM 0 UNIT. '1. (2) "ON DEMAND" WATER HEATERS IN ATTIC. Re�lsian: Date By —20—I GS N I~ O w M v ++ � �D W N ir, ... O a O CA h M—( V o W oma/, w E rh W o T y 00 M co C I 0 d - LO Q) I U LO .,--, o cd co co O�°o O I� Q)r 1, CYD cz U 173 [---4 ARC A. r * No. C21283 �� REN. 7/19 OF C CAMUSI 2aa8 Date MAY 201? Scale Dra" DAVID 5. J°° I7-2288 sheet 4 Of Sheets .s SIDING, SEE ELEVATIONS C.I. FLASHING ROOF PLY. P -BG s a 4'-0" 1x6 SPACER O.G., TYP., U.O.N. SOLID ROOFING OVER BLOCKING E.N = FELTS —1 P.T. SILL w/ Y2 " DIA. x 12" A.B. ® 6' O.G. AND 12" MAX. FROM ENDS w/ 3"x3"x.22"1" PLATE WASHERS, TYP. U.O.N. z E.N. � FINISH GRAD �o v _z _ I I iz I. = 6" I�_ �� � z NAT. GRADE 7'�j — III •• #4 TOP t ll -1 �ITr E 4 BOT. ,.,•STI - ml I — STORY FOOTING II m ROOF TO MALL FLASH I NC R-25 3" = 1'-0't 6" x 6" MIN. y2" PLYND. SEE FOUNDATION PLAN GUSSETS EA. SIDE w/ FOR FRAMING SIZES (3) 5d'S EA. TO POST 4 GIRDER --� NAT. t—I" MIN. AIR 7:7�� SPACE TO vREDND. INSULATION z z a VENTS H2.5T CLIP PRECAST EACH TRUSS, (I) GONG. PIER EACH SIDE 2"EMBEDMENT GIRDER 4 — I=1=iit 111- DRAG TRUSSESC ' SHEARPLY, I -1 I SEE PLAN III -1 i� SAVE DETAIL PIER it P.T. SILL w/ Y2 " DIA. x 12" A.B. ® 6' O.G. AND 12" MAX. FROM ENDS w/ 3"x3"x.22"1" PLATE WASHERS, TYP. U.O.N. z E.N. � FINISH GRAD �o v _z _ I I iz I. = 6" I�_ �� � z NAT. GRADE 7'�j — III •• #4 TOP t ll -1 �ITr E 4 BOT. ,.,•STI - ml I — STORY FOOTING II m ROOF TO MALL FLASH I NC R-25 3" = 1'-0't 6" x 6" MIN. y2" PLYND. SEE FOUNDATION PLAN GUSSETS EA. SIDE w/ FOR FRAMING SIZES (3) 5d'S EA. TO POST 4 GIRDER --� NAT. 4x4 P05T GRADE TOE -NAIL TO vREDND. BLOCK z z w/ (3) 5d'5 MIN. P.T. SILL N/ Y2 " DIA. x 12" A.B. ®6' PRECAST aJ it z GONG. PIER • 2"EMBEDMENT LSI I� -�I I I z -A — I=1=iit 111- �Tf ' T1_, I -1 I I III -1 i� 181 18" Sa. PIER FOOTING / F -I I" = 1'-O" \, % = F-32.4 I POST, SEE MATCH 51ZE v TOP CHORD W/ 8d'5 ® 6" O.G. OF STUDS z_ P.T. SILL N/ Y2 " DIA. x 12" A.B. ®6' FLOOR PLAN a C516 STRAP w/ • O.G. AND 12" MAX. FROM ENDS N/ e EA. END U R3"x3"x.22"1" PLATE WASHES, TYP. CFM 91 32 POST TO MATCH 181 59 146 600 Branch Length (In feet) SIZE AND POSITION 66 58 60 53 FLR. PLYI^ID. A+B+C+D+E Branch Dia. (In inches) OF POST ABOVE 1/2 E.N 1 112 3/4 600 Totals Length (In feet) ABU BASE I 1 4 6 36 37 ---- z #4 BAR a 1 1-1/4 1-I/4 tt tt 12 x 12-20-17 GONG BASE E.N. 1 j "i" O.G. EA. WAY I�I #4 VERT. ®EA. - z FIN15H GRADE 4 GOVT. co I ° I CORNEROFOF BASE I NAT. GRADE I LO rQ) V LIJ In &Z #4 BARS t2= I ° v 1=1 I - �-;IHII—lit-11=I I _I _ I- ' .. '1" O.G. BOTH WAYS v� -1 I I � i i 4 ° � —I I � � U z -1 I_�I I ! a• , � • •..—I�Ir -!IHII- -N '1—• o�°0 – o i� _ �_ 111 ZI Q U 0 • t --I -; __' _' _•_ T__� 7- is W Q F— I F=1 d d a 711 U -!� SEE FOUNDATION I I -I I I I I-1 I �I I I=d 11=: I I-) 11=1 I H I I- _ CONT. =1_.�. ; I 1=I 1= 11=111-i PLAN FOR FTG. C� ,111=1 I t SEE PLAN FOOTING 41 DIMENSIONS. AA 0 (BEYOND) PIER FOOT I NC 12 SPREAD FOOT I NC rJ- F-36.1 It. = 1'-O" r.7 F-71.1 CAMUSI P.T. SILL W/ Y� " D (12) 16d SINKERS ON (8) 16d 51NKEP5 ON BOTH BOTH SIDES OF WALL SIDES OF BUTT SPLICES IN INTERSECTION OR AS DOUBLE PLATE OR AS NOTED NOTED ON ROOF ON ROOF FRAMING PLAN ,, FRAMING PLAN I d JPLATE 5PLIGE —TOP PLATE 5PLIGE DOUBLE TOPS (2) 111 COMMON OR BOX NAILS ON BOTH SIDES OF BUTT TYPICAL NAILING -16d 5PLICE5 IN TOP PLATE COMMON OR BOX NAILS a 16" O.G. NOTES: I. THE NAILING 5HONN ABOVE 15 REQUIRED AT ALL EXTERIOR WALLS (DIAPHRAGM BOUNDARIES) AND OVER ENTIRE LENGTH OF ANY HALL CONTAINING A SHEAR HALL TOF FLATS 5FL 1 GF_ DETA I L R_33 NOT TO 5GALE 41 x Ij" ANGLE w/ (2) 4" x 2" LONG THREADED LAG BOLTS INTO TR1J55 OR ROD TOP CHORD OF RAFTER TRUS5, TYP. 4$• Ha F.A.U. Ij" x I�" ANGLE w/ NUTS SEISMIC RESTRAINTS AND WASHER, TYP. (4) DIRECTIONS TERTIGHT CORROSION RESISTANT METAL DRIP PAN F.A.U. MOUNTING AO -5 5/4" = 1'-O" P.T. SILL 1^l/ Y�" DIA. x 12" A.B. a 6' O.G. 4 12" MAX. FROM ENDS W/ 3"x3"x.22q" PLATE NA5HER5, TYP. SOLID BLKG. \ SILL NAILIT -LE B L 15 �HAVE 2 -I I I•� I i i—I I Tz—I „° - -III=III. 6 GIRDER TRU55 ,P w/ MIN. (13) 8d'S EA. END (SKEWED 2x STUDS NATURAL \11 EN GRADE MATCH 51ZE v TOP CHORD W/ 8d'5 ® 6" O.G. OF STUDS z_ ` ABOVE a C516 STRAP w/ • (13) 8d'S MIN. 2 -I I I•� I i i—I I Tz—I „° - -III=III. 6 GIRDER TRU55 ,P w/ MIN. (13) 8d'S EA. END (SKEWED a 2x 57VDS ® 16" 0.11 I I I TRUSS STRAP —IIIIII ° 111-1I1: -I -#4 TOP !11 111 BOT70M4 - I -I 11 I I I-II=' 12' INTERIOR FOOTI NC (I -STORY) F-23 I.. = 1'-O" 6" MIN: SEE OTHER ,• A5 5HOWN, IF NECESSARY) FLAN \11 EN TRUSS, NAIL ROOF PLY TO 4'-0" O.G. DRILL TOP CHORD W/ 8d'5 ® 6" O.G. HOLE y8" LARGER IN DOUBLE 2x TOP PLATE 18" a C516 STRAP w/ • (13) 8d'S MIN. e EA. END a 2x 57VDS ® 16" 0.11 I I I TRUSS STRAP —IIIIII ° 111-1I1: -I -#4 TOP !11 111 BOT70M4 - I -I 11 I I I-II=' 12' INTERIOR FOOTI NC (I -STORY) F-23 I.. = 1'-O" 6" MIN: SEE OTHER ,• #5 REBAR a Ill DETAILS FOR •' O.G. or #4 REBAR FOOTING 4'-0" O.G. DRILL /// DIMENSIONS HOLE y8" LARGER IN ' DIAMETER THAN PIN. a INSTALL IN GLEAN 26 GA. SHT. • HOLE w/ "51MP5ON" MTL. FLASHING e SET-XPADHESIVE U ROCK SURFACE 5-4 I It = 1'-0't P.DT. SILL w/ Y2 " DIA. x 12" A.B. a 6' O.G. AN12" MAX. FROM ENDS w/ "x3"x.22"1" PLATE WASHERS, TYP. U.O.N. ;I FOUND PLAN SEE Z NAT. GRADE----iI 'Hi °� n _ 1111111 ° zi 1 III{ IC _ • #4 TOP 4 BOTTOM -L -, — —I I Imo' —11' ILI 11r 12" C ARACcE FOOT I NC F-18 I" P.T.D.F. 2x10 LEDGER w/ y2" -P x8" ANCHOR BOLTS a 2'-0" O.G. H/ 3 "x3 "x.22"1 PLATE WASHERS, TYP. U.O.N. "I" JOISTS - SEE FOUND. PLAN IT52.51/15 HANGERS F I NN I NC DETAIL 4 LET- I N LEDGER F-51.4 1-1/2" = I' -O" 7-20-17 -ROOF PLY DRAG TRUSS LINE OF STEMWALL BEYOND FELT STRIP DRIVEWAY SLAB TYPICAL EASED EDGE GONG. SLAB, SEE FOUNDATION PLAN ° e ° 4 X e ONT. #4 TOP m 4 BOTTOM 12 MIN. TYP. U.O.N. F-141 Digitally signed by Todd Bailey, Plan Reviewer Todd Bailey, DN: cn=Todd Bailey, Plan Reviewer, o=TRB+Associates,lnc., ou=Code Compliance, Plan Reviewer email=tbailey@trbplus.com, c=US Date: 2017.07.2417:18:25 -07'00' PIPING / CFM a, APPLIANCES Total Section - 1 DRAG TRU55 EE ROOF PLAN FOR A55 SPACING 4 LOCATIONS Outlet - C E.N. SHEARPLY, SEE PLAN Outlet - E Outlet - F Cfm Appliance Fau Dryer Fau DRAG TRUSS LINE OF STEMWALL BEYOND FELT STRIP DRIVEWAY SLAB TYPICAL EASED EDGE GONG. SLAB, SEE FOUNDATION PLAN ° e ° 4 X e ONT. #4 TOP m 4 BOTTOM 12 MIN. TYP. U.O.N. F-141 Digitally signed by Todd Bailey, Plan Reviewer Todd Bailey, DN: cn=Todd Bailey, Plan Reviewer, o=TRB+Associates,lnc., ou=Code Compliance, Plan Reviewer email=tbailey@trbplus.com, c=US Date: 2017.07.2417:18:25 -07'00' PIPING / CFM a, APPLIANCES Total Section - 1 Outlet - A Outlet - B Outlet - C Outlet - D Outlet - E Outlet - F Cfm Appliance Fau Dryer Fau Water Heater Stove w/Oven Water Heater 32 CFM 91 32 91 181 59 146 600 Branch Length (In feet) 23 66 58 60 53 37 A+B+C+D+E Branch Dia. (In inches) 3/4 1/2 314 1 112 3/4 600 PIPING @ SECTIONS Date Section - 1 Section - 2 Section - 3 Section - 4 Section - 5 -- Outlet (Appliance) A B �C D E F CFM 91 32 91 181 59 146 Length (In feet) 2 2 2 30 1 -- ++ c A+B A+B+C A+B+C+D A+B+C+D+E A+B+C+D+E+F ---- Totals (CFM) 123 214 395 454 600 Totals Length (In feet) 2 1 4 6 36 37 ---- Pipe Dia. (In Inches) 3/4 1 1-1/4 1-I/4 1-1/4 FAU A 100,000 btu Water Heater 160,000 btu F Section - 1 Section - 2 Section - 3 —,, I Branch - F Gas Meter NOTES: 1. The BTU values used in designing the gas pipe schematic are derived from the construction documents or from standard appliance values from table 1208.4.1 CPC 2016 2. The actual BTU appliance values may change during construction. It is the responsibility of the licensed plumber to check the values used in this design and the actual values installed. Any discrepancy shall be brought to the attention of the Architect / Designer and the person responsible for the gas pipe schematic. 3. If LPG gas is used, the final propane tank installation location may vary from the construction documents. The new location shall made know as per note #2 above. 4. The licensed plumber that is responsible for the installation of the gas lines shall provide a final gas line schematic drawing if any changes to the attached schematic are made. The new schematic drawing shall be provided to the local building official, Architect / Designer and the person responsible for this gas pipe schematic. 5. Optional Gas Dryer is included in this schematic. 6. CFM = BTU / 1,100 Branch - A Branch - B �— Branch - C �— Section - 4 Section - 5 Stove E 65,000 btu Branch - E Water Heater 199,000 btu D -Branch - D Dryer B 35,000 btu FAU 00,000 btu B Re%ftorc Date By Qi 7-20-17 G5 N c� �r H Cr CN W 00 M ar 1 `r' ++ c • 1�'uul W N `� o F -al ao .o to @) o �= w E T� W o on 00 en co C I LO rQ) V LIJ In O r14 � v� ' l Il Q� I U t --1 c -N r o�°0 o IU U 0 • t --I -; Q CIO d d U C� 41 AA 0 17-1* No. C21283 REN. 7/19 CAMUSI 2118 Date MAY 2011 Scale Dawn DAVID 5. Job I7-2288 Sheet Of sneers n Q Ln N e0 0 0 .••4 r O N O N f` GONG. APRON �• 5 WHERE 22'-6-1s" " io'-5,1s" PROVIDE 18"x24" CRAWL HOLE NOTE:WHERE REQUIRED FOOTING DEPTH 15 I3 NOT ACHIEVED, PIN FOOTING TO ROCK PER 5 REGZ., SDI -- -- —------------ ------------- - —— 'T T T_ ------ - 1--o - -------------------- F,'3 -R--, I 1 5D1 I r---- - - - - - - - - - - - - - ------------ - - - - -- --�I I I I I I I I II I " li I I I I I I I I I I cortc. LANDING, 1 '1 SIM., T'(P 5 I CONFIRM w/ OWNER NHERE I I 1 REa b 6 -' 4 ss ss I I I Z4'ONG. 5LA13 w/ #4 SDI - I I I n l I I I I I I I BAR ® 2'-0" O.G. IL 4O" 50. Ix 12 BOTH WAYS o/ _; 51M., TYP. I III � d r I I in COMPACTED GRAVEL 5D1 24" 50. x 12" I IDE F OTING p DEEP FOOTING IF1 I IT I � I I m � - I I PROVIDE 15 x24" I u1TY I I I I I I II I I R.O. FOR 51-01,17R. CRAWL OL I I I I I II o Fav SDI-� I I I r7 -i II _JI L J L_J L J L_J I J 30" Sa. x 12" - Tyr. � � I" MIN. I DEEP FOOTING " I - 24 5Q. x 1:211— — I I I I I I !11 r�l � DP. FTG._1 T F I1 ;11-2" CL. q'-2 " I I - L.LJ L J L J L_ 4" GONG. SLAB w/ #3 BAR ® 2'-0" Ss�i6 I I J f I I I MIL. VB (w/JO NT5 LAPPED 6" / 6 II 1 1 1 1 1 1 1 1 1 I — I MIND o/ COMPACTED GRAVEL I 5 I" MINIMUM LEER, G RD R TQ l4 I I I I I I I I I I sT>1M Y�IALL�- Nb HAGEr, - 1. I 5 I I I I I I I I I I I I I I I I _ _ - _ -, I I I I I I I I III D_ rl-I r I r-� -� r ir Lt r r l L_J L J I L1J m J _J N i -20-I- If. I I I I I I 26" SQ. x 12" DEEP FOOTING ' ;,, - LR.O. FOR 18' GAR. DR. SLAB � CONC.( I I I I I I I I I I I I I I I I I I I I _ I FOR ^10 — GOND. I I SS t IL I " UNIT I I I I I I I I _Ff — " ( I �� GONG. 5LAB DN. 6 FROM I s 6 HOUSE FIN. FLR. HERE '!�—L� I I I I I I I4 -I I V I I I 1 I � I r -I r � r --I r � r � - I I� L1.J I L J 8 L J J L J L J 1 ! I I I I I I I I 5 1-20-17 5 I I I I I I I I I I 3y2"x-1y4" VSL. GIRDER, TYP 1 1 I- ( DEEP FOOTING ^N0HOR BOLTS ®4' O.G.THIS I I I I I I I I 11 P. d) I I �/4" Td 6 GDX PLY1^O., EXP. I, I I I SHEAR WALL SLOPEtoll_ I Axl I '-O I I I I I I I ("ADVANTEGH" OR EG) GLUED AND I I I I I I I NAILED N/ IOlociRING. SHANK NAILS ® 6", O.G. o/ IVY BCI 6 J.'500 F_5 ® 16" O.G. " 26 50. x 12" r7-1 -- — - r , r � L — I DP. FTG. I PR VIDE Ib'x2 "i L J J L " I I R.O. FOR 18' GAR. DR. IG IHOL� 30' SQ x l I I I I I I I I DEEP FOOT N6 I _i __, DEEFOOTIriG — _, 5EE1 �I I TY -T I I I I I — I 1 4' GONG. SLAB w/ #3 BAR a 2'-0" 0/ b L_ _ B w J RE b 5 I - -J � I PROVIDE I MIL. VB LAPPED 6' I �� P. 7 I I 2115 " I I I 5 I I 3 '� a 3 I I I I I I I I p CRAWL HOLE I MINS o/ COMPACTED GRAVEL 7 6 I 8-� rj I I I 1 I I DEEP FOOTING I J --—-, — 4 s�� 14 _ �---T IM BOARD. TYP. Hyl Q , „ I ® PERIMETER SD .01 wH�RE REQD I I 5 I 14" GONG. SLAB w/ #4 I I I (j TYP. I I BAR ® 2'-0" O.G. WHERE a BOTH WAYS o/ I I 5D I 5D I REQ b 5 COMPACTED GRAVEL �--- Tyr. 1 I i I L— +— ------Ire --- —J I PORCH SLAB w/ 2% MAX. I— — — — — — — — — — 30" 50. x 12" SLOPE, -r%' MAX. BELOW — — — — — — — — — — —I DEEP FOOTING, TOP OF DR. THRESHOLD TYP. OF (4) 14'-0" I I'-3" -1'-2' 24'-10" FOUNDATION PLAN 1/4" = I' -O" 5 Digitally signed Todd Bailevy Plan Reviewer n DN: cn=Todd Bailey, Plan Pla n Reviewer, o=TRB+Associates,lnc., ou=Code Compliance, email=tbailey@trbplus.com, Reviewer: Date 2017.07.2417:18:40.07'00' .tell i." I 4" GONG. SLAB FOR AIC GOND. IUNIT I :sssf6 I I " 1 FOUNDATION NOTES: I. PROVIDE 18"x24" MIN., SCREENED U.F. ACCESS 2. UNDER FLOOR VENTING: 3120 / 150 = 20.8 S.F. OF NET FREE AREA. PROVIDE (4) I5"x24" CRAWL HOLE m 2.4 50. FT. PROVIDE (38) 5y2"x14'2' UNDER FLOOR VENT5 ® 0.3 SQ. FT. EACH. TOTAL UNDER FLOOR VENTING PROVIDED: 21.0 50. FT. PROVIDE A VENT 3' FROM EACH CORNER. 3. GROUND IMMEDIATELY ADJACENT TO THE FOUNDATION SHALL BE SLOPED AWAY FROM THE BUILDING AT A SLOPE OF NOT LESS THAN 6" WITHIN THE FIRST 10 FT. (595 SLOPE). PER 2016 CRO SECTION R401.3 4. ALL FOOTINGS SHALL BE FOUNDED ON UNDISTURBED NATIVE SOIL. 5. SEE NOTE SHEET 5N AND DETAIL SHEET SDI FOR ADDITIONAL INFORMATION AT RETAINING WALL5 Revlsson Date- By A S� 5EE SHEET SDI FOR PINNING ® RETAINING -20- I-7 �� CONDITIONS REGZ., SDI -- -- —------------ ------------- - —— 'T T T_ ------ - 1--o - -------------------- F,'3 -R--, I 1 5D1 I r---- - - - - - - - - - - - - - ------------ - - - - -- --�I I I I I I I I II I " li I I I I I I I I I I cortc. LANDING, 1 '1 SIM., T'(P 5 I CONFIRM w/ OWNER NHERE I I 1 REa b 6 -' 4 ss ss I I I Z4'ONG. 5LA13 w/ #4 SDI - I I I n l I I I I I I I BAR ® 2'-0" O.G. IL 4O" 50. Ix 12 BOTH WAYS o/ _; 51M., TYP. I III � d r I I in COMPACTED GRAVEL 5D1 24" 50. x 12" I IDE F OTING p DEEP FOOTING IF1 I IT I � I I m � - I I PROVIDE 15 x24" I u1TY I I I I I I II I I R.O. FOR 51-01,17R. CRAWL OL I I I I I II o Fav SDI-� I I I r7 -i II _JI L J L_J L J L_J I J 30" Sa. x 12" - Tyr. � � I" MIN. I DEEP FOOTING " I - 24 5Q. x 1:211— — I I I I I I !11 r�l � DP. FTG._1 T F I1 ;11-2" CL. q'-2 " I I - L.LJ L J L J L_ 4" GONG. SLAB w/ #3 BAR ® 2'-0" Ss�i6 I I J f I I I MIL. VB (w/JO NT5 LAPPED 6" / 6 II 1 1 1 1 1 1 1 1 1 I — I MIND o/ COMPACTED GRAVEL I 5 I" MINIMUM LEER, G RD R TQ l4 I I I I I I I I I I sT>1M Y�IALL�- Nb HAGEr, - 1. I 5 I I I I I I I I I I I I I I I I _ _ - _ -, I I I I I I I I III D_ rl-I r I r-� -� r ir Lt r r l L_J L J I L1J m J _J N i -20-I- If. I I I I I I 26" SQ. x 12" DEEP FOOTING ' ;,, - LR.O. FOR 18' GAR. DR. SLAB � CONC.( I I I I I I I I I I I I I I I I I I I I _ I FOR ^10 — GOND. I I SS t IL I " UNIT I I I I I I I I _Ff — " ( I �� GONG. 5LAB DN. 6 FROM I s 6 HOUSE FIN. FLR. HERE '!�—L� I I I I I I I4 -I I V I I I 1 I � I r -I r � r --I r � r � - I I� L1.J I L J 8 L J J L J L J 1 ! I I I I I I I I 5 1-20-17 5 I I I I I I I I I I 3y2"x-1y4" VSL. GIRDER, TYP 1 1 I- ( DEEP FOOTING ^N0HOR BOLTS ®4' O.G.THIS I I I I I I I I 11 P. d) I I �/4" Td 6 GDX PLY1^O., EXP. I, I I I SHEAR WALL SLOPEtoll_ I Axl I '-O I I I I I I I ("ADVANTEGH" OR EG) GLUED AND I I I I I I I NAILED N/ IOlociRING. SHANK NAILS ® 6", O.G. o/ IVY BCI 6 J.'500 F_5 ® 16" O.G. " 26 50. x 12" r7-1 -- — - r , r � L — I DP. FTG. I PR VIDE Ib'x2 "i L J J L " I I R.O. FOR 18' GAR. DR. IG IHOL� 30' SQ x l I I I I I I I I DEEP FOOT N6 I _i __, DEEFOOTIriG — _, 5EE1 �I I TY -T I I I I I — I 1 4' GONG. SLAB w/ #3 BAR a 2'-0" 0/ b L_ _ B w J RE b 5 I - -J � I PROVIDE I MIL. VB LAPPED 6' I �� P. 7 I I 2115 " I I I 5 I I 3 '� a 3 I I I I I I I I p CRAWL HOLE I MINS o/ COMPACTED GRAVEL 7 6 I 8-� rj I I I 1 I I DEEP FOOTING I J --—-, — 4 s�� 14 _ �---T IM BOARD. TYP. Hyl Q , „ I ® PERIMETER SD .01 wH�RE REQD I I 5 I 14" GONG. SLAB w/ #4 I I I (j TYP. I I BAR ® 2'-0" O.G. WHERE a BOTH WAYS o/ I I 5D I 5D I REQ b 5 COMPACTED GRAVEL �--- Tyr. 1 I i I L— +— ------Ire --- —J I PORCH SLAB w/ 2% MAX. I— — — — — — — — — — 30" 50. x 12" SLOPE, -r%' MAX. BELOW — — — — — — — — — — —I DEEP FOOTING, TOP OF DR. THRESHOLD TYP. OF (4) 14'-0" I I'-3" -1'-2' 24'-10" FOUNDATION PLAN 1/4" = I' -O" 5 Digitally signed Todd Bailevy Plan Reviewer n DN: cn=Todd Bailey, Plan Pla n Reviewer, o=TRB+Associates,lnc., ou=Code Compliance, email=tbailey@trbplus.com, Reviewer: Date 2017.07.2417:18:40.07'00' .tell i." I 4" GONG. SLAB FOR AIC GOND. IUNIT I :sssf6 I I " 1 FOUNDATION NOTES: I. PROVIDE 18"x24" MIN., SCREENED U.F. ACCESS 2. UNDER FLOOR VENTING: 3120 / 150 = 20.8 S.F. OF NET FREE AREA. PROVIDE (4) I5"x24" CRAWL HOLE m 2.4 50. FT. PROVIDE (38) 5y2"x14'2' UNDER FLOOR VENT5 ® 0.3 SQ. FT. EACH. TOTAL UNDER FLOOR VENTING PROVIDED: 21.0 50. FT. PROVIDE A VENT 3' FROM EACH CORNER. 3. GROUND IMMEDIATELY ADJACENT TO THE FOUNDATION SHALL BE SLOPED AWAY FROM THE BUILDING AT A SLOPE OF NOT LESS THAN 6" WITHIN THE FIRST 10 FT. (595 SLOPE). PER 2016 CRO SECTION R401.3 4. ALL FOOTINGS SHALL BE FOUNDED ON UNDISTURBED NATIVE SOIL. 5. SEE NOTE SHEET 5N AND DETAIL SHEET SDI FOR ADDITIONAL INFORMATION AT RETAINING WALL5 Revlsson Date- By A ?-20-I-7 G5 N H I'-B-� 4 o� F� 00 r � W N � O 1--! U L) U � o w E C W ' y 00 M CrD O I 0 LO W LO t`-1 • r --I O co O Q) p p-+ ►-1 0 u rdU W •� rO co coco U E4 43 C/o% g Irg * No. C21283 �� REN. 7/19 OF C CAMUS1 2118 Date MAY 201-1 Scale °re"m DAVID 5. Job 17-2288 sheet of Sheets Wj vi 00 t 0 O N O N N ELEGTRI GAL SYMBOLS: BEDROOM 3 w I I I ll is l BATH VERIFY LOCATION- I--- — — — — — — — — OCATION -----w-- — GF1 -� A/C UNIT 14 N220 V. ,�--� 1p , \ 6FI BEDROOM 2 H.B. I WP/ I I O '----- I' _ PATI O ' --� 6FI NOOK I II II I STOR. 3 c ' / MASTER _i BEDROOM t r',\ 9/ ilr ez_ MOTE: PROVIDE LIGHT d 110 VOLT OUTLET AT ATTIC I I I I MTD. F.A.u. .- 1 LIVING j ROOM CfI I ` PBL. 51N< -- I ` II \ t II I NOTA: PROVIDE I KI TCHEN I �, LIGHT d 110 VOLT I I I Ii I I OUTLET AT ATTIC ' ► I ( I z 6t r , t I MTD. F.A.U.I / I I I I' ` ' o MICROWAVE _ I- -�— `\ II PAN II II _ I ENTRY ___-- DEN DINING � / � H.B. I -\ t WP/ OF \, GOVR'D 1 PORCH ' I I I 1 1 \\` I �_,// / 1- 7C -1''1 eFt I/ot ATH; II Ali _ NINE l� COOLING UNIT \ -t L--qV(PHF/ 1 6FI 1 Hi DRYER VENT ELEC. SUB -PANEL w/ LIFER GROUND. SEE GALGREEN RE51DENTIAL MANDATORY MEA5URE5, 4.106.4.1 FOR \ , TANKLE55 WH ELECTRIC VEHICLE CHARGING RE -O'S. PROVIDE SEPARATE GROUNDING WIRE FROM EACH PANEL TO ELEG. MAIN 6FI!J EV RACEWAY CABINET. SEE -� GAL&REEN 6FI _J RESIDENTIAL MANDATORY iMEASURES, 4.106.4.1 GA{�A�7 1 FOR ELECTRIC VEHICLE CHARGING \ REGIS. — rP/ �1 NOTE: GARAGE RECEPTACLES TO BE +18" MIN. A.F.F. .FI.6F I LF-07RICAL FLAN 1/4" = 1'-0" ELECTRICAL NOTES: I. PROVIDE AN ADDITIONAL 20 AMP BRANCH CIRCUIT FOR EACH BATHROOM AND LAUNDRY. THESE CIRCUITS SHALL SERVE NO OTHER OUTLETS. 2. ALL 15 d 20 AMP BRANCH CIRCUITS SUPPLYING OUTLETS IN5TALLED IN BEDROOMS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, 5UNROOM5, RECREATION ROOMS, HALLWAY5, GL05ET5 OR 51MILAR ROOMS, SHALL BE INSTALLED WITH A COMBINATION ARG -FAULT CIRCUITS INTERRUPTERS. 3. PROVIDE (2) OR MORE 20 -AMP SMALL APPLIANCE BRANCH CIRCUITS EVENLY PROPORTIONED IN THE KITCHEN, PANTRY, BREAKFAST ROOM, DINING ROOM, OR SIMILAR AREA TO SERVE ALL WALL AND FLOOR OUTLET5. SUCH CIRCUITS SHALL HAVE NO OTHER OUTLETS. 4. ALL 125 VOLT, SINGLE PHASE, 15 AND 20 AMP RECEPTA01 E5 SHALL BE LISTED TAMPER RE515TANT RECEPTACLES. 5. FIXTURES, LAMP HOLDERS AND RECEPTACLES OUTLETS SHALL BE 5EGURELY SUPPORTED. A FIXTURE THAT 1,1E16HS MORE THAN 6112s OR EXCEEDS I61n. IN ANY DIMENSION SHALL NOT BE SUPPORTED BY THE 50REW SHELL OF A LAMP HOLDER PER 2016 GEC SECTION 410.30. W. OUTLET BOXES SHALL NOT BE USED AS THE 50LE SUPPORT FOR CEILING FANS PER 2016 SECTION 5142? (a d CO. 6. ALL HARDWIRED DETECTORS SHALL BE INTERCONNECTED. 7. ALL LUMINAIRES SHALL BE JA5-2016 LISTED HIGH -EFFICACY. 8. ALL GARAGE, LAUNDRY ROOM, AND UTILITY ROOM LIGHTING SHALL BE HIGH -EFFICACY AND CONTROLLED BY A MANUAL -ON VACANCY SENSOR. Q. AT LEAST ONE LUMINAIRE IN EACH BATHROOM SHALL BE CONTROLLED BY A VACANCY 5EN50R. 10. LIGHT FIXTURES SHALL COMPLY w/ THE CLEARANCE REQUIREMENTS SPECIFIED IN 2016 CEG ARTICLE 410.5. 11. ALL EXTERIOR LIGHTING SHALL BE CONTROLLED BY A MANUAL ON AND OFF 5WITGH AND a. CONTROLLED BY A PHOTOCELL AND MOTION SENSOR, OR b. PHOTO CONTROL AND AUTOMATIC TIME 5WITGH CONTROL, OR e-. ASTRONOMICAL TIME CLOCK, OR d. ENERGY MANAGEMENT CONTROL SYSTEM (EM05) 12. PROVIDE ELECTRICAL FOR SEPTIC PUMP. WP/ WP/ 6FI EV RACEWAY 6FI VERIFY CABINET. SEE LOCATION GALGREEN RESIDENTIAL MANDATORY MEASURES, 4.106.4.1 FOR ELECTRIC A/G UNIT VEHICLE CHARGING REO'5. 20-_V' / ••F , IV 6FI-��-------------- .\ 6FI r -Z 6FI �T.JLIJ IL_J GARAC E 2 WP/ H.B. r 6FI 200 AMP., 3 -WIRE ELEC. MAIN W/ UFER -GROUND Digitally signed by Todd Bailey, Plan ToddB a i l ey Reviewer [� � DN: cn=Todd Bailey, Plan Reviewer, `cl=TRB+Associates.lnc., ou=Code Plan Reviewer Compliance, email=tbailey@trbplus.com, c=US Date: 2017.07.2417:18:56 -07'00' VENTILATION REQUIREMENTS I. KITCHEN VENTILATION: A. THE KITCHEN SHALL HAVE AN EXHAUST FAN H/ A MIN. VENTILATION RATE OF 100 CFM. B. THE NOISE RATING SHALL BE 3 SONE MAXIMUM. G. THE FAN SHALL BE DUCTED TO THE OUTSIDE N1 A MINIMUM 5"d) SMOOTH DUCT (55' MAXIMUM RUN w/ (2) ELBOWS OR FITTINGS). 2. BATHROOM VENTILATION: A. EACH BATHROOM SHALL HAVE AN EXHAUST FAN w/ A MIN. VENTILATION RATE OF 50 CFM. B. THE N015E RATING SHALL BE 3 SONE MAXIMUM. G. THE FAN SHALL BE DUCTED TO THE OUTSIDE w/ A MINIMUM 4"P SMOOTH DUCT ifs' MAXIMUM RUN w/ (2) ELBOWS OR FITTINGS). D. BATHROOM EXHAUST FANS M05T BE CONTROLLED BY A HUMIDISTAT CONTROL CAPABLE OF ADJUSTMENT BETWEEN A RELATIVE HUMIDITY RANGE OF 50 TO 80%. 2016 CG350 SECTION 4.506. 3. WHOLE — BUILDINO VENTILATION: SEE GFIR FOR WHOLE BUILDING VENTILATION REQUIRED CFM. ReNslon: 51NOLE POLE 5WITGH + GtUAD. REGEPT. RECESSED 01-6. FIXT. 5GONGE FIXTURE (!) EXHAUST FAN THREE WAY 5WITGH N FLOOR OUTLET El EC. BALLAST, c� n MINI SCONCE FIXTURE 8 BELL 3 H � _ w 00 •-• o AIR -TIGHT, IG RATED .-j D DIMMER SWITCH a TV OUTLET C.0 h FLUORE50ENT RECESSED CLO. FIXT. O PUCK LIGHT SIGNAL PUSH BUTTON DIMMER/3-WAY 5WITGH a PHONE OUTLET O LED VP 5UITA13LE FOR DAMP LOCATION 110 V. SMOKE DETECTOR D3 $TIMER 5WITGH W TV/PHONE OUTLET RECESSED CLO. FIXT. �D MOTION -ACTIVATED SECURITY LIGHT GM IIOv CARBON MONOXIDE BATTERY T a r M� V 00 M MINI RECESSED GLC. FIXT. T ALARM w/ co O I BACKUP os OCCUPANCY 5EN50R D El EC. DISCONNECT Q) WALL MTD. FIXTURE UNDER CABINET FLUORESCENT LIGHTING Lid LO c) CZ5 PANEL BOARD DUPLEX REGEPT. 01-6. MTD. FIXT.WFLUORE50ENT 4- ALL MTD. FIXTURE — FLUORESCENT FIXTURE OF1 AUTOMATIC GARAGE 220 VOLT OUTLET FLUORESCENT GL6. MTD. FIXT. -{}- TRACK FIXTURE — CEILING FAN w/ LIGHT !- �- — DOOR OPENER LISTED IN ACCORDANCE w/ UL 325, DUPLEX 51 -LIT WIRED IU LED GL6. MTD. FIXT. }- PENDANT LIGHT N w/ 6FI OUTLET I. ALL LUMINAIRES SHALL BE JA8-2016 LISTED HIGH-EFFIGAGY. Q CrD 2. ALL EXTERIOR LIGHTING FIXTURES SHALL BE "SUITABLE FOR DAMP LOCATIONS" U BEDROOM 3 w I I I ll is l BATH VERIFY LOCATION- I--- — — — — — — — — OCATION -----w-- — GF1 -� A/C UNIT 14 N220 V. ,�--� 1p , \ 6FI BEDROOM 2 H.B. I WP/ I I O '----- I' _ PATI O ' --� 6FI NOOK I II II I STOR. 3 c ' / MASTER _i BEDROOM t r',\ 9/ ilr ez_ MOTE: PROVIDE LIGHT d 110 VOLT OUTLET AT ATTIC I I I I MTD. F.A.u. .- 1 LIVING j ROOM CfI I ` PBL. 51N< -- I ` II \ t II I NOTA: PROVIDE I KI TCHEN I �, LIGHT d 110 VOLT I I I Ii I I OUTLET AT ATTIC ' ► I ( I z 6t r , t I MTD. F.A.U.I / I I I I' ` ' o MICROWAVE _ I- -�— `\ II PAN II II _ I ENTRY ___-- DEN DINING � / � H.B. I -\ t WP/ OF \, GOVR'D 1 PORCH ' I I I 1 1 \\` I �_,// / 1- 7C -1''1 eFt I/ot ATH; II Ali _ NINE l� COOLING UNIT \ -t L--qV(PHF/ 1 6FI 1 Hi DRYER VENT ELEC. SUB -PANEL w/ LIFER GROUND. SEE GALGREEN RE51DENTIAL MANDATORY MEA5URE5, 4.106.4.1 FOR \ , TANKLE55 WH ELECTRIC VEHICLE CHARGING RE -O'S. PROVIDE SEPARATE GROUNDING WIRE FROM EACH PANEL TO ELEG. MAIN 6FI!J EV RACEWAY CABINET. SEE -� GAL&REEN 6FI _J RESIDENTIAL MANDATORY iMEASURES, 4.106.4.1 GA{�A�7 1 FOR ELECTRIC VEHICLE CHARGING \ REGIS. — rP/ �1 NOTE: GARAGE RECEPTACLES TO BE +18" MIN. A.F.F. .FI.6F I LF-07RICAL FLAN 1/4" = 1'-0" ELECTRICAL NOTES: I. PROVIDE AN ADDITIONAL 20 AMP BRANCH CIRCUIT FOR EACH BATHROOM AND LAUNDRY. THESE CIRCUITS SHALL SERVE NO OTHER OUTLETS. 2. ALL 15 d 20 AMP BRANCH CIRCUITS SUPPLYING OUTLETS IN5TALLED IN BEDROOMS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, 5UNROOM5, RECREATION ROOMS, HALLWAY5, GL05ET5 OR 51MILAR ROOMS, SHALL BE INSTALLED WITH A COMBINATION ARG -FAULT CIRCUITS INTERRUPTERS. 3. PROVIDE (2) OR MORE 20 -AMP SMALL APPLIANCE BRANCH CIRCUITS EVENLY PROPORTIONED IN THE KITCHEN, PANTRY, BREAKFAST ROOM, DINING ROOM, OR SIMILAR AREA TO SERVE ALL WALL AND FLOOR OUTLET5. SUCH CIRCUITS SHALL HAVE NO OTHER OUTLETS. 4. ALL 125 VOLT, SINGLE PHASE, 15 AND 20 AMP RECEPTA01 E5 SHALL BE LISTED TAMPER RE515TANT RECEPTACLES. 5. FIXTURES, LAMP HOLDERS AND RECEPTACLES OUTLETS SHALL BE 5EGURELY SUPPORTED. A FIXTURE THAT 1,1E16HS MORE THAN 6112s OR EXCEEDS I61n. IN ANY DIMENSION SHALL NOT BE SUPPORTED BY THE 50REW SHELL OF A LAMP HOLDER PER 2016 GEC SECTION 410.30. W. OUTLET BOXES SHALL NOT BE USED AS THE 50LE SUPPORT FOR CEILING FANS PER 2016 SECTION 5142? (a d CO. 6. ALL HARDWIRED DETECTORS SHALL BE INTERCONNECTED. 7. ALL LUMINAIRES SHALL BE JA5-2016 LISTED HIGH -EFFICACY. 8. ALL GARAGE, LAUNDRY ROOM, AND UTILITY ROOM LIGHTING SHALL BE HIGH -EFFICACY AND CONTROLLED BY A MANUAL -ON VACANCY SENSOR. Q. AT LEAST ONE LUMINAIRE IN EACH BATHROOM SHALL BE CONTROLLED BY A VACANCY 5EN50R. 10. LIGHT FIXTURES SHALL COMPLY w/ THE CLEARANCE REQUIREMENTS SPECIFIED IN 2016 CEG ARTICLE 410.5. 11. ALL EXTERIOR LIGHTING SHALL BE CONTROLLED BY A MANUAL ON AND OFF 5WITGH AND a. CONTROLLED BY A PHOTOCELL AND MOTION SENSOR, OR b. PHOTO CONTROL AND AUTOMATIC TIME 5WITGH CONTROL, OR e-. ASTRONOMICAL TIME CLOCK, OR d. ENERGY MANAGEMENT CONTROL SYSTEM (EM05) 12. PROVIDE ELECTRICAL FOR SEPTIC PUMP. WP/ WP/ 6FI EV RACEWAY 6FI VERIFY CABINET. SEE LOCATION GALGREEN RESIDENTIAL MANDATORY MEASURES, 4.106.4.1 FOR ELECTRIC A/G UNIT VEHICLE CHARGING REO'5. 20-_V' / ••F , IV 6FI-��-------------- .\ 6FI r -Z 6FI �T.JLIJ IL_J GARAC E 2 WP/ H.B. r 6FI 200 AMP., 3 -WIRE ELEC. MAIN W/ UFER -GROUND Digitally signed by Todd Bailey, Plan ToddB a i l ey Reviewer [� � DN: cn=Todd Bailey, Plan Reviewer, `cl=TRB+Associates.lnc., ou=Code Plan Reviewer Compliance, email=tbailey@trbplus.com, c=US Date: 2017.07.2417:18:56 -07'00' VENTILATION REQUIREMENTS I. KITCHEN VENTILATION: A. THE KITCHEN SHALL HAVE AN EXHAUST FAN H/ A MIN. VENTILATION RATE OF 100 CFM. B. THE NOISE RATING SHALL BE 3 SONE MAXIMUM. G. THE FAN SHALL BE DUCTED TO THE OUTSIDE N1 A MINIMUM 5"d) SMOOTH DUCT (55' MAXIMUM RUN w/ (2) ELBOWS OR FITTINGS). 2. BATHROOM VENTILATION: A. EACH BATHROOM SHALL HAVE AN EXHAUST FAN w/ A MIN. VENTILATION RATE OF 50 CFM. B. THE N015E RATING SHALL BE 3 SONE MAXIMUM. G. THE FAN SHALL BE DUCTED TO THE OUTSIDE w/ A MINIMUM 4"P SMOOTH DUCT ifs' MAXIMUM RUN w/ (2) ELBOWS OR FITTINGS). D. BATHROOM EXHAUST FANS M05T BE CONTROLLED BY A HUMIDISTAT CONTROL CAPABLE OF ADJUSTMENT BETWEEN A RELATIVE HUMIDITY RANGE OF 50 TO 80%. 2016 CG350 SECTION 4.506. 3. WHOLE — BUILDINO VENTILATION: SEE GFIR FOR WHOLE BUILDING VENTILATION REQUIRED CFM. ReNslon: Date'. ey N c� n H � _ w 00 •-• o .-j W N •n o CN C.0 h � 1--� V r 1 V i O V tv °A cz E o c W Wo � a r M� V 00 M co O I d�- LO Q) I Lid LO c) CZ5 W r l I co O�°o p IU • N Q CrD U .3 Eo '`SRC ORY A. F//� * No. C21283 N� REN. 7/19 CAMUSI 2QQ8 Date MAY 2017 Scale D'"°" DAVID S. Job 1-7-2288 Sheet 7 Of Sheets tD M 00 0 0 ti 0 N 0- C14 N ti GENERAL STRUCTURAL NOTES (APPLICABLE TO DETAILS ON SHEET SDI ONLY) 1. GENERAL A) ALL WORK SHALL CONFORM TO THE 2016 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 PROTECTTHE 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 BROUGHT TO THE ATTENTION OF THE ENGINEER WITHOUT PROCEEDING WITH CONSTRUCTION PRIOR TO THE REVIEW OF THE ENGINEER. F) ALL WATERPROOFING AND FLASHING (ROOFS, FOUNDATIONS, GARAGE FLOORS, ETC...) IS THE RESPONSIBILITY OF THE CONTRACTOR OR OWNER. 1) SPECIAL INSPECTION: SPECIAL INSPECTION PER SECTION 1701 OF THE CBC SHALL BE PROVIDED FOR THE FOLLOWING TYPES OF CONSTRUCTION: PINNING TO LAVA CAP (IF REQUIRED) THE SPECIAL INSPECTOR SHALL BE ACCEPTABLE TO THE STRUCTURAL ENGINEER AND BUILDING DEPARTMENT, SHALL BE ICBG QUALIFIED, AND THEIR EXPERIENCE SHALL BE COMMENSURATE WITH THIS TYPE OF PROJECT. 2. SITE WORK / FOUNDATIONS A) ASSUMED MAXIMUM SOIL BEARING = 1500 PSF PER CBC TABLE 1806.2 (NO SOILS REPORT PROVIDED). B) BUILDING SITE IS ASSUMED TO BE DRAINED AND FREE OF CLAY OR EXPANSIVE SOIL. ENGINEER HAS NOT MADE A GEOTECHNICAL REVIEW OF SITE, ANY OTHER CONDITIONS ENCOUNTERED MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER. C) THESE CALCULATIONS ASSUME STABLE, UNDISTURBED SOILS AND LEVEL OR STEPPED FOOTINGS. ANY OTHER CONDITIONS SHOULD BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO THE CONSTRUCTION OF THE FOUNDATIONS. D) ALL FOOTINGS INCLUDING RETAINING WALL FOOTINGS, SPREAD FOOTINGS, WALL FOOTINGS, AND GRADE BEAMS SHALL BEAR ON UNDISTURBED SOIL WITH A FOOTING DEPTH BELOW FROSTLIKE (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`Y 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 2016 CBC. THIS ENGINEER SHALL NOT BE LIABLE FOR ANY FOUNDATION NOT IN STRICT CONFORMANCE TO SECTION 1808 OF THE 2016 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 DETAILS, 4" MIN. THICKNESS WITH #4 AT 24" O.C. EACH WAY AT MID -DEPTH OF SLAB. G) SAW -CUT TOP 3/4" OF SLAB FOR CRACK CONTROL AT INTERVALS NOT TO EXCEED 10'-0". 1) REINFORCEMENT COVER SHALL BE AS FOLLOWS: CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO SOIL: 3" CONCRETE WITH SOIL OR WEATHER EXPOSURE: #S BARS AND SMALLER 1 Y:" #6 BARS AND LARGER 2" CONCRETE WITHOUT SOIL OR WEATHER EXPOSURE: 3/4" 1) 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) #S 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. ABBREVIATIONS AB ANCHOR BOLT K KIPS ADDT ADDITIONAL L ANGLE AD1 ADJACENT LLH LONG LEG HORIZ. ALT ALTERNATE LLV LONG LEG VERT. ARCH ARCHITECTURAL LONG LONGITUDINAL BLDG BUILDING LSL LONG SLOTTED HOLE BLKG BLOCKING LVL LAMINATED VENEER LUMBER BM BEAM MAX MAXIMUM BOTT (B) BOTTOM MB MACHINE BOLTS BTF BEAT TO FIT MECH MECHANICAL BTWN BETWEEN MFR MANUFACTURER CB CARRIAGE BOLTS MIN MINIMUM CCJ CONTROL JOINT MISC. MISCELLANEOUS CIP CAST -IN-PLACE CONCRETE MTL METAL C1 CONSTRUCTION JOINT (N) NEW CLR CLEAR NS NEAR SIDE CMU CONCRETE MASONRY UNITS NSA NELSON STUD ANCHOR COL COLUMN NTS NOT TO SCALE CONC CONCRETE OC ON CENTER CONN CONNECTION OD OUTSIDE DIAMETER CONSTR CONSTRUCTION OH OPPOSITE HAND CONT CONTINUOUS OPNG OPENING CONTR CONTRACTOR OVS OVERSIZE ROUND HOLE CP COMPLETE PENETRATION PDF POWDER DRIVEN FASTENER CTR CENTER PERP PERPENDICULAR CTSK COUNTERSINK PL PLATE DBL DOUBLE PLWD PLYWOOD DF DOUGLAS FIR PLCS PLACES DF -L DOUGLAS FIR - LARCH PP PARTIAL PENETRATION DIA DIAMETER PT PRESSURE TREATED DJ DOUBLE JOIST P/C PRECAST CONCRETE EA EACH P/T POST -TENSIONED EF EACH FACE REINF REINFORCEMENT EL ELEVATION (DATUM) REQ'D REQUIRED ELEV ELEVATION (VIEW) OR ELEVATOR SC SLIP CRITICAL EN EDGE NAILING SEOR STRUCTURAL ENGINEER OF EQ EQUAL RECORD ES EACH SIDE SHTG SHEATHING (E) EXISTING SIM SIMILAR EXP EXPANSION SOG SLAB -ON -GRADE EXT EXTERIOR STD STANDARD EW EACH WAY STIFF STIFFENER FF FINISH FLOOR STL STEEL FIN FINISH SQ SQUARE FJ FLOOR JOIST SS STAINLESS STEEL FLR FLOOR SWS SHEAR WALL SCHEDULE FNDN FOUNDATION SYM SYMMETRICAL FOHC FREE OF HEART CENTER T&B TOP & BOTTOM FOS FACE OF STUD TO(P) TOP OF (PLYWOOD) FS FAR SIDE TOC TOP -OF -CONCRETE FTG FOOTING TOF TOP -OF -FOOTING GA GAUGE TOS TOP -OF -STEEL GALV GALVANIZED TOW TOP -OF -WALL GLB GLUE -LAM BEAM TN TOE NAIL HDG HOT DIPPED GALVANIZED TYP TYPICAL HDR HEADER UNO UNLESS NOTED OTHERWISE HGR HANGER (SIMPSON) VERT VERTICAL HORIZ HORIZONTAL WP WORKPOINT ID INSIDE DIAMETER WWF WELDED WIRE FABRIC INT INTERIOR W/ WITH 1ST JOIST W/0 WITHOUT 1T JOINT Digitally signed by Todd Bailey, Todd Bailey.: Plan Reviewer DN: cn=Todd Bailey, Plan PlanReviewer, o=TRB+Associates,lnc., ou=Code Compliance, email=tbailey@trbplus.com, c=US Reviewer... Date: 2017.07.2417:19:12 -07'00' oQ�p-ESS/04K. l CD �No. 768871 Uf C I V y�FOF CA11F 6/30/17 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE ONLY WITH THE ATTACHED STRUCTURAL CALCULATIONS Won 383 Rio Lindo Ave. Suite 200 Chico, CA 95926 P. 530.592.4407 SummitChico.com J r / Q W �U 1 zU.J o zo W Q (n 00 G 0 J Z) W � U> z U o 0 wz D �U V) D Q U REVISIONS: Q1 PC#1 6/30/17 DATE: 5/18/17 SCALE: NTS DRAWN BY: RKB JOB NUMBER: 17-199 SHEET: SN W LAP VERTICAL BARS 2'-6" WHERE BARS ALIGN WITH SLAB REINF., LAP VERTICAL BARS 4'-6" WHERE BARS DO NOT ALIGN WITH SLAB REINF. 4" CONCRETE SLAB WITH #4 AT #4 CONT. 24" O.C. EACH WAY AT MID -DEPTH OF SLAB. SLOPE AND ELEV. PER ARCH AS REQ'D CLEAN, PROPERLY COMPACTED GRAVEL -SAND BACKFILL BY OTHERS, TYP 1 1/2 REINFORCING PER SCHEDULE #4 AT 9" O.C., CONT. WATERPROOFING AND DRAINAGE BY OTHERS, TYP fc'= 2.5 KSI fy= 60 KSI VERTICAL REINFORCING PER SCHEDULE WITH 8" EMBED IN SIMPSON SET -XP EPDXY IN 5/8" DIAMETER X 9" DEEP CLEAN HOLE. TWIST BAR INTO HOLE TO COMPLETELY ENCASE IN EPDXY. OBTAIN SPECIAL INSPECTION FROM ARCHITECT PRIOR TO DOWEL PLACEMENT 5" WALL FRAIAING/FLOOR FRAMING AND ATTACHMENT TO FOUNDATION BY j OTHERS. SEE LATEST APPROVED i ARCHITECTURAL PLANS FOR ALL ANCHORS, EMBEDS, ETC. -i#4 DOWEL AT EVERY • i� ' VERTICAL BAR CONT. --12"..T IL = o xa 3" _ �SHORING BY OTHERS DURING 3 V) BACKFII_LING AND COMPACTION Mix I AND UNTIL SLAB REACHES N � 75% STRENGTH ROUGHEN SURFACE 1/4• AMPUTUDE AT COU) JOINT, WH::2E OCCURS "B" PER SCHEDULE PLAN WHERE OCCURS #4 AT 12 O.C., "C" PER SCHEDULE OMIT AT "B"=1'-0" I3" CLR, TYP COMPETENT, NON -FRACTURED, SOLID ROCK STRATUM RESTRAINED RETAINING WALL SCHEDULE STEMWALL HEIGHT STEMWALL WIDTH "B" STEMWALL HEIGHT STEMWALL WIDTH "B" "C" HORIZ. REINF. VERT. REINF. UP TO 2'-6" 8" 1'-0" 12" #4 AT 12" O.C. #4 AT 24" O.C. UP TO 3'-6" 8" V-6" 12" #4 AT 12" O.C. #4 AT 24" O.C. UP TO 4'-6" 8" 2'-9" 12" #4 AT 12" O.C. 1 #4 AT 24" O.C. NOTES: 1.) ALL STEM WALLS AT PERIMETER OF SLAB MUST HAVE FULL HEIGHT VERTICAL #4 BENT BARS AT SPACING NOTED, 24" O.C. MAX., LAPPED WITH SLAB REINFORCING AS SHOWN. 2.) ENTIRE SLAB MUST HAVE #4 BARS AT 24" O.C. EACH WAY AT MID -DEPTH OF SLAB. LAP BARS 30" AT ALL SPLICES. 3.) FOOTINGS SHALL BE LEVEL AND BEAR ON CLEAN, COMPETENT, NON -FRACTURED, SOLID ROCK STRATUM. 4.) FOUNDATION MAY NOT PERFORM AS INTENDED AND MAY FAIL UNLESS STRICT ADHERENCE IS MAINTAINED IN ALL ASPECTS OF DETAIL REQUIREMENTS. 5.) PROPER CARE MUST BE TAKEN TO DRAIN WATER UNDER THE SLAB TO PREVENT BUILD-UP OF WATER BEHIND RETAINING WALL 6.) MINIMUM REBAR SPLICE LAP LENGTH IS (80) BAR DIAMETERS U.N.O. TYP PATI O/PO RCH RESTRAI N ED RET. WALL AT LAVA CAP F 7 NO SCALE S D I CURB/THICKENED SLAB PER LAP VERTICAL BARS 2'-6" WHERE ARCH, WHERE J BARS ALIGN WITH SLAB REINF., LAP OCCURS VERTICAL BARS 4'-6" WHERE BARS DO NOT ALIGN WITH SLAB REINF. 4" CONCRETE SLAB WITH #4 AT 24" O.C. EACH WAY AT MID -DEPTH OF SLAB. SLOPE AND ELEV. PER ARCH AS REQ'D _ • CLEAN, PROPERLY. COMPACTED GRAVEL -SAND EQ. BACKFILL BY OTHERS, TYP ROUGHEN SURFACE 1/4" AMPLITUDE AT DOOR REINFORCING PER SCHEDULE #4 AT 9" ti O.C., CONT. WATERPROOFING AND DRAINAGE BY OTHERS, TYP fc'= 2.5 K fy= 60 KSI • VERTICAL REINFORCING PER SCHEDULE WITH 8" EMBED IN SIMPSON SET -XP EPDXY IN 5/8" DIAMETER X 9" DEEP 1 CLEAN HOLE. TWIST BAR INTO HOLE TO COMPLETELY ENCASE IN EPDXY. OBTAIN SPECIAL INSPECTION FROM ARCHITECT PRIOR TO DOWEL PLACEMENT WALL FRAMING AND ATTACHMENT TO FOUNDATION BY OTHERS, WHERE OCCURS. SEE LATEST APPROVED ARCHITECTURAL PLANS FOR ALL ANCHORS, EMBEDS, ETC. #4 CONT.. PER ARCH 44 DOWEL AT EVERY VERTICAL BAR -12" TAIL //LLSHORING BY OTHERS DURING �JBACKFIWNG AND COMPACTION EQ. AND UNTIL SLAB REACHES 75% STRENGTH 8'-0" MIN. L a Cvi'.I�ACTC D !I 3 (� F=T- FINISH GRADE wD" PER ROUGHEN SURFACE 1/4" AMPLITUDE SCHED. N CL'* AT COU) JOINT. WH'M- E OCCURS \ -1 -w "B" PER SCHEDULE ' I I' =-'' PLAN WHERE OCCURS #4 AT 12" O.C., "C" PER SCHEDULE OMIT AT "B"=1'-0" y j.3" CLR, TYP COMPETENT, NON -FRACTURED, SOLID ROCK STRATUM RESTRAINED RETAINING WALL SCHEDULE ALL STEM WALLS AT PERIMETER OF SLAB MUST HAVE FULL HEIGHT VERTICAL #4 BENT BARS AT STEMWALL HEIGHT STEMWALL WIDTH "B" "C"I "D" HORIZ. REINF. VERT. REINF. UP TO 2'-6" 6" 1'-0" 1 12" 6" #4 AT 15" O.C. #4 AT 24" O.C. UP TO 3'-6" 6" 1'-6" 12" 9"#4 AT 15" O.C. #4 AT 24" O.C. UP TO 4'-6" 6" 2'-3" 12" 12" #4 AT 15" O.C. #4 AT 24" O.C. NOTES: 1.) ALL STEM WALLS AT PERIMETER OF SLAB MUST HAVE FULL HEIGHT VERTICAL #4 BENT BARS AT 2'-0" SPACING NOTED, 24" O.C. MAX., LAPPED WITH SLAB REINFORCING AS SHOWN. 2.) ENTIRE SLAB MUST HAVE #4 BARS AT 24" O.C. EACH WAY AT MID -DEPTH OF SLAB. LAP BARS 30" AT ALL SPLICES. 3.) FOOTINGS SHALL BE LEVEL AND BEAR ON CLEAN, COMPETENT, NCIN-FRACTURED, SOLID "D" ROCK STRATUM. 4.) FOUNDATION MAY NOT PERFORM AS INTENDED AND MAY FAIL UNLESS STRICT ADHERENCE IS TO MAINTAINED IN ALL ASPECTS OF DETAIL REQUIREMENTS. 5.) PROPER CARE MUST BE TAKEN TO DRAIN WATER UNDER THE SLAB TO PREVENT BUILD-UP OF 12" WATER BEHIND RETAINING WALL 6.) MINIMUM REBAR SPLICE LAP LENGTH IS (80) BAR DIAMETERS U.N.O. TYP PATIO/PORCH RESTRAINED RET. WALL AT LAVA CAP 6 NO SCALE 2'-6" S D I WALL FRAMING AND ATTACHMENT TO FOUNDATION BY OTHERS. SEE LATEST j APPROVED ARCHITECTURAL PLANS FOR ALL ANCHORS, EMBEDS, ETC.-. . FINISH GRADE BY OTHERS. SLOPE AWAY FROM WALL• - fc'= 2.5 KSI fy= 60 KSI 3 6" THICK CIP RETAINING WALL, CENTERED OVER FOOTING BELOW, WITH #4 VERT. AT • 24" O.C. AND #4 HORIZ. AT 15" O.C. - RETAINING WALL SCHEDULE wAw wBw ■C. 2'-0" 1'-0" 8" 3'-0" V-3" 12" _3w SHORING BY OTHERS ::::]DURING BACKFIWNG AND COMPACTION AND UNTIL WALL REACHES 100% STRENGTH MAX RETAINED HEIGHT "A" PER SCHEDULE (2) #4 CONT. /ROUGHEN SURFACE WATERPROOFING 1/4" AMPLITUDE AND DRAINAGE AT COLD JOINT, BY OTHERS, TYP-,z WHERE OCCURS " "C" PER SCHEDULE ALTERNATE 9" C MIN. TAILS COMPACTED SOIL 13- CLR, TYP #4 PIN X 3'-0" LENGTH AT 2'-0" O.C. COMPETENT, WITH 8" EMBED IN SIMPSON SET -XP NON -FRACTURED, EPDXY IN 5/8" DIAMETER X 9" DEEPL SOLID ROCK STRATUM CLEAN HOLE. TWIST BAR INTO HOLE "B" PER TO COMPLETELY ENCASE IN EPDXY. SCHEDULE SPREAD FTG PER PLAN OBTAIN SPECIAL INSPECTION FROM WHERE OCCURS ARCHITECT PRIOR TO DOWEL PLACEMENT NOTES: 1.) FOOTINGS SHALL BEAR ON CLEAN, COMPETENT, NON -FRACTURED, SOLID ROCK STRATUM. 2.) FOUNDATION MAY NOT PERFORM AS INTENDED AND MAY FAIL UNLESS STRICT ADHERENCE IS MAINTAINED IN ALL ASPECTS OF DETAIL REQUIREMENTS. 3.) PROPER CARE MUST BE TAKEN TO PREVENT BUILD-UP OF WATER BEHIND RETAINING WALL 4.) MINIMUM REBAR SPLICE LAP LENGTH IS (80) BAR DIAMETERS U.N.O. 5.5 SEE LATEST APPROVED ARCHITECTURAL PLANS FOR ALL ADDITIONAL INFORMATION (ANCHORS, EMBEDS, SPREAD FOOTINGS, E7C.) AND FOR FOUNDATIONS OUTSIDE OF THE PARAMETERS SHOWN. 6.) RETAINING WALL SHOWN HAS NOT BEEN DESIGNED FOR VEHICLE SURCHARGE LOADS. DO NOT USE THIS DETAIL AT GARAGE WALLS. CONTACT SUMMIT STRUCTURAL DESIGN PRIOR TO CONSTRUCTION WITH ANY DISCREPANCIES. PERIMETER RET. WALL ON LAVA CAP 5 NOTE: NO SCALE 'k- LARGER OF D1 OR o D2 MINIMUM -- ` 3" MIN. CLEAR LAP (60) BAR \ DIAMETERS CONT. REINF, (TOP AND BOTT) THE TOP SURFACE OF FOOTINGS SHALL BE LEVEL THE BOTTOM SURFACE OF FOOTINGS SHALL BE PERMITTED TO HAVE A SLOPE NOT EXCEEDING ONE UNIT VERTICAL IN 10 UNITS HORIZONTAL (10% SLOPE). FOOTINGS SHALL BE STEPPED WHERE IT IS NECESSARY TO CHANGE THE ELEVATION OF THE TOP SURFACE OF THE FOOTING OR WHERE THE SURFACE OF THE GROUND SLOPES MORE THAT ONE UNIT VERTICAL IN 10 UNITS HORIZONTAL (10% SLOPE). TYPICAL STEPPED FOOTING ELEVATION 4 SDI W- 2XD3 _ 3'-0" MIN. SDI NT. REINF, (TOP AND BOTT) LAP (60) BAR /DIAMETERS NO SCALE WALL FRAMING AND ATTACHMENT TO FOUNDATION BY OTHERS. SEE LATEST APPROVED ARCHITECTURAL PLANS FOR ALL ANCHORS, EMBEDS, ETC.-..', FINISH GRADE BY OTHERS. • SLOPE AWAY FROM WALL- fc'- 2.5 KSI fy= 6( RETAINING WALL SCHEDULE PAP wB» WC. 2'-0" 1'-0" 8" 3'-0" 2'-0" 12" 3 0 SHORING BY OTHERS 1 6" THICK CIP RETAINING WALL, CENTERED DURING BACKFILLING AND OVER FOOTING BELOW, WITH #4 VERT. AT COMPACTION AND UNTIL WALL 24" O.C. AND #4 HORIZ. AT 15" O.C. - REACHES 100% STRENGTH i (4) #4 CONT. AT 2' WIDE FTG, MAX RETAINED HEIGHT "A" PER SCHEDULE (2) #4 CONT. AT 1' WIDE FTG WATERPROOFING ROUGHEN SURFACE AND DRAINAGE 1/4" AMPLITUDE /AT COLD JOINT, BY OTHERS, TYP WHERE OCCURS g SII-I� I-- _ 1 . .......... .... I 1 -- - •-TAIL;-- -- -I � I= "Co PER SCHEDULE TYP \ - ALTERNATE 12" MIN. EMBED IN UNDISTURBED SOIL -- TAILS \3" CLR, TYP[ .� "B" PER SCHEDULE--�I� � SPREAD FTG PER PLAN WHERE OCCURS NOTES: 1.) FOOTINGS SHALL BEAR ON CLEAN, UNDISTURBED SOIL 2.) FOUNDATION MAY NOT PERFORM AS INTENDED AND MAY FAIL UNLESS STRICT ADHERENCE IS MAINTAINED IN ALL ASPECTS OF DETAIL REQUIREMENTS. 3.) PROPER CARE MUST BE TAKEN TO PREVENT BUILD-UP OF WATER BEHIND RETAINING WALL 4.) MINIMUM REBAR SPLICE LAP LENGTH IS (80) BAR DIAMETERS U.N.O. 5.) SEE LATEST APPROVED ARCHITECTURAL PLANS FOR ALL ADDITIONAL INFORMATION (ANCHORS, EMBEDS, SPREAD FOOTINGS, ETC.) AND FOR FOUNDATIONS OUTSIDE OF THE PARAMETERS SHOWN. 6.) RETAINING WALL SHOWN HAS NOT BEEN DESIGNED FOR VEHICLE SURCHARGE LOADS. DO NOT USE THIS DETAIL AT GARAGE IVALLS. CONTACT SUMMIT STRUCTURAL DESIGN PRIOR TO CONSTRUCTION WITH ANY DISCREPANCIES. PERIMETER RETAINING WALL 3 NO SCALE Todd Bailey, Plan Reviewer Digitally signed by Todd Bailey, Plan Reviewer DN: cn=Todd Bailey, Plan Reviewer, o=TRB +Associates,inc., ou=Code Compliance, email=tbailey@trbplus.com, c=US Date: 2017.07.24 17:19:43 -07'00' LAP VERTICAL BARS 2'-6" WHERE 5" '- BARS BARS ALIGN WITH SLAB REINF., LAP '� WALL FRAMING/FLOOR FRAMING AND VERTICAL BARS 4'-6" WHERE BARS / ATTACHMENT TO FOUNDATION BY DO NOT ALIGN WITH SLAB REINF. f T APPROVED 4" CONCRETE SLAB WITH #4 AT #4 CONT w Y OTHERS. SEE LATES ARCHITECTURAL PLANS FOR ALL ......... i ANCHORS, EMBEDS, ETC. 24 O.C. EACH WA AT 11 1 1 1 - MID -DEPTH OF SLAB. SLOPE #4 DOWEL AT EVERY AND ELEV. PER ARCH AS REQ'D VERTICAL BAR CONT. CLEAN, PROPERLY 12 )AIL = o COMPACTED GRAVEL -SAND BACKFILL BY OTHERS, TYP 1 1/2" 3" SHORING BY OTHERS DURING _ BACKFILLING AND COMPACTION 3 V to REINFORCING PER SCHEDULE AND UNTIL SLAB REACHES I ROUGHEN SURFACE 1/4• AMPUTUDE 757. STRENGTH SIP N a :t AT COLD JOINT, WHERE OCCURS / � FIN SHACTED GRADE #4 AT O.C., CONT. g" 11 M &COD"PER WATERPROOFING TAIL ` -$-3" CHEDULE AND DRAINAGE _ BY OTHERS, E I I I-- i t -SPREAD FTG PER _I I_ PLAN WHERE OCCURS fc'= 2.5 KSI #4 AT 12" O.C., "C" PER SCHEDULE fy= 2. KSI OMIT AT "B"=1'-0" 3" CLR, TYP "B" PER SCHEDULE - NOTES: 1.) ALL STEM WALLS AT PERIMETER OF SLAB MUST HAVE FULL HEIGHT VERTICAL #4 BENT BARS AT SPACING NOTED, 24" O.C. MAX., LAPPED WITH SLAB REINFORCING AS SHOWN. 2.) EN11RE SLAB MUST HAVE #4 BARS AT 24" O.C. EACH WAY AT MID -DEPTH OF SLAB. LAP BARS 30" AT ALL SPLICES. 3.) FOOTINGS SHALL BE LEVEL AND BEAR ON CLEAN, UNDISTURBED SOIL 4.) FOUNDATION MAY NOT PERFORM AS INTENDED AND MAY FAIL UNLESS STRICT ADHERENCE IS MAINTAINED IN ALL ASPECTS OF DETAIL REQUIREMENTS. 5.) PROPER CARE MUST BE TAKEN TO DRAIN WATER UNDER THE SLAB TO PREVENT BUILD-UP OF WATER BEHIND RETAINING WALL 6.) MINIMUM REBAR SPLICE LAP LENGTH IS (80) BAR DIAMETERS U.N.O. TYP PATIO/PORCH RESTRAINED RET. WALL 2 NO SCALE S D I CURB/THICKENED SLAB PER LAP VERTICAL BARS 2'-6" WHERE ARCH, WHERE_,,,._ BARS ALIGN WITH SLAB REINF., LAP OCCURS VERTICAL BARS 4'-6" WHERE BARS DO NOT ALIGN WITH SLAB REINF. .............................. ................ 1..->t.... 4" CONCRETE SLAB WITH #4 AT I 24" O.C. EACH WAY AT MID -DEPTH OF SLAB. SLOPE AND ELEV. PER ARCH AS REQ'D47t=7 I'll CLEAN, PROPERLY COMPACTED GRAVEL -SAND EQ. - BACKFILL BY OTHERS, TYP ROUGHEN SURFACE 1/4" AMPLITUDE AT DOOR REINFORCING PER SCHEDULE--- #4 CHEDULE#4 AT 9" O.C., CONT. g" WATERPROOFING TAIL AND DRAINAGE BY OTHERS TYP WALL FRAMING AND ATTACHMENT TO -/FOUNDATION BY OTHERS, WHERE /` OCCURS. SEE LATEST APPROVED ARCHITECTURAL PLANS FOR ALL ANCHORS, EMBEDS, ETC. /#4 CONT. jPER ARCH 4 DOWEL AT EVERY VERTICAL BAR 12" TAll/L-SHORING BY OTHERS DURING BACKFILLING AND COMPACTIOf EQ. AND UNTIL SLAB REACHES 75% STRENGTH 8'-0" MIN. J V � COMPACTED 3 N III=_ FINISH GRADE "I D PERLLj ROUGHEN SURFACE 1/4" AMPUTUDE SCHED. (n o- d AT COU) JOINT, WHERE OCCURS , i PLAN WHERE OCCURS lfc'= 2.5 KSI `r - - #4 AT 12 O.C., "C" PER SCHEDULE fy-- 60 KSI OMIT AT 0B"=1'-0" 3" CLR, TYP f -"B" PER SCHEDULE - RESTRAINED RETAINING WALL SCHEDULE STEMWALL HEIGHT STEMWALL WIDTH "B" "C" "D" HORIZ. REINF. VERT. REINF. UP TO 1'-6" 8" 1'-0" 12" 0" #4 AT 12" O.C. #4 AT 24" O.C. UP TO 2'-6" 8" V-6" 12" 9" #4 AT 12" O.C. #4 AT 24" O.C. UP TO 3'-6" 8" 2'-9" 12" 9"4 AT 12" O.C. #4 AT 24" O.C. UP TO 4'-6" 8" 4'-0" 1 12" 1 9" 1 A AT 12" O.C. 1 #4 AT 24" O.C. NOTES: 1.) ALL STEM WALLS AT PERIMETER OF SLAB MUST HAVE FULL HEIGHT VERTICAL #4 BENT BARS AT SPACING NOTED, 24" O.C. MAX., LAPPED WITH SLAB REINFORCING AS SHOWN. 2.) EN11RE SLAB MUST HAVE #4 BARS AT 24" O.C. EACH WAY AT MID -DEPTH OF SLAB. LAP BARS 30" AT ALL SPLICES. 3.) FOOTINGS SHALL BE LEVEL AND BEAR ON CLEAN, UNDISTURBED SOIL 4.) FOUNDATION MAY NOT PERFORM AS INTENDED AND MAY FAIL UNLESS STRICT ADHERENCE IS MAINTAINED IN ALL ASPECTS OF DETAIL REQUIREMENTS. 5.) PROPER CARE MUST BE TAKEN TO DRAIN WATER UNDER THE SLAB TO PREVENT BUILD-UP OF WATER BEHIND RETAINING WALL 6.) MINIMUM REBAR SPLICE LAP LENGTH IS (80) BAR DIAMETERS U.N.O. TYP PATIO/PORCH RESTRAINED RET. WALL 2 NO SCALE S D I CURB/THICKENED SLAB PER LAP VERTICAL BARS 2'-6" WHERE ARCH, WHERE_,,,._ BARS ALIGN WITH SLAB REINF., LAP OCCURS VERTICAL BARS 4'-6" WHERE BARS DO NOT ALIGN WITH SLAB REINF. .............................. ................ 1..->t.... 4" CONCRETE SLAB WITH #4 AT I 24" O.C. EACH WAY AT MID -DEPTH OF SLAB. SLOPE AND ELEV. PER ARCH AS REQ'D47t=7 I'll CLEAN, PROPERLY COMPACTED GRAVEL -SAND EQ. - BACKFILL BY OTHERS, TYP ROUGHEN SURFACE 1/4" AMPLITUDE AT DOOR REINFORCING PER SCHEDULE--- #4 CHEDULE#4 AT 9" O.C., CONT. g" WATERPROOFING TAIL AND DRAINAGE BY OTHERS TYP WALL FRAMING AND ATTACHMENT TO -/FOUNDATION BY OTHERS, WHERE /` OCCURS. SEE LATEST APPROVED ARCHITECTURAL PLANS FOR ALL ANCHORS, EMBEDS, ETC. /#4 CONT. jPER ARCH 4 DOWEL AT EVERY VERTICAL BAR 12" TAll/L-SHORING BY OTHERS DURING BACKFILLING AND COMPACTIOf EQ. AND UNTIL SLAB REACHES 75% STRENGTH 8'-0" MIN. J V � COMPACTED 3 N III=_ FINISH GRADE "I D PERLLj ROUGHEN SURFACE 1/4" AMPUTUDE SCHED. (n o- d AT COU) JOINT, WHERE OCCURS , i PLAN WHERE OCCURS lfc'= 2.5 KSI `r - - #4 AT 12 O.C., "C" PER SCHEDULE fy-- 60 KSI OMIT AT 0B"=1'-0" 3" CLR, TYP f -"B" PER SCHEDULE - U NOTES: 1.) ALL STEM WALLS AT PERIMETER OF SLAB MUST HAVE FULL HEIGHT VERTICAL #4 BENT BARS AT SPACING NOTED, 24" O.C. MAX., LAPPED WITH SLAB REINFORCING AS SHOWN. 2.) ENTIRE SLAB MUST HAVE #4 BARS AT 24" O.C. EACH WAY AT MID -DEPTH OF SLAB. LAP BARS 30" AT ALL SPLICES. 3.) FOOTINGS SHALL BE LEVEL AND BEAR ON CLEAN, UNDISTURBED SOIL 4.) FOUNDATION MAY NOT PERFORM AS INTENDED AND MAY FAIL UNLESS STRICT ADHERENCE IS MAINTAINED IN ALL ASPECTS OF DETAIL REQUIREMENTS. 5.) PROPER CARE MUST BE TAKEN TO DRAIN WATER UNDER THE SLAB TO PREVENT BUILD-UP OF WATER BEHIND RETAINING WALL 6.) MINIMUM REBAR SPLICE LAP LENGTH IS (80) BAR DIAMETERS U.N.O. TYP PATIO/PORCH RESTRAINED RET. WALL NO SCALE Q?'pFESSl�N9 K • Q ���` P % LAJ C- j4 75683`' r- q�FOFCAUF�� 6/30/17 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 Ul Qcn W aQ U (D LLJ J z cn Z p Q Q LU Q =CA- D U 00 �O 1 .__! U U � W = 0 � wz U .J cn G ~ U Q U REVISIONS: Q1 PC#1 6/30/17 DATE: 5/18/17 SCALE: NTS DRAWN BY: RKB JOB NUMBER: 17-199 SHEET: SDIP RESTRAINED RETAINING WALL SCHEDULE STEMWALL HEIGHT STEMWALL WIDTH "B" "C" "D" HORIZ. REINF. VERT. REINF. UP TO V-6" 6" 1'-0" 12" 6" #4 AT 15" O.C. #4 AT 24" O.C. UP TO 2'-6" 6" 1'-6" 12" 12" #4 AT 15" O.C. #4 AT 24" O.C. UP TO 3'-6" 6" 2'-4" 12" 18" 4 AT 15" O.C. #4 AT 24" O.C. UP TO 4'-6" 6" 3'-3" 12" 1 24" 1 #4 AT 15" O.C. 1 #4 AT 24" O.C. U NOTES: 1.) ALL STEM WALLS AT PERIMETER OF SLAB MUST HAVE FULL HEIGHT VERTICAL #4 BENT BARS AT SPACING NOTED, 24" O.C. MAX., LAPPED WITH SLAB REINFORCING AS SHOWN. 2.) ENTIRE SLAB MUST HAVE #4 BARS AT 24" O.C. EACH WAY AT MID -DEPTH OF SLAB. LAP BARS 30" AT ALL SPLICES. 3.) FOOTINGS SHALL BE LEVEL AND BEAR ON CLEAN, UNDISTURBED SOIL 4.) FOUNDATION MAY NOT PERFORM AS INTENDED AND MAY FAIL UNLESS STRICT ADHERENCE IS MAINTAINED IN ALL ASPECTS OF DETAIL REQUIREMENTS. 5.) PROPER CARE MUST BE TAKEN TO DRAIN WATER UNDER THE SLAB TO PREVENT BUILD-UP OF WATER BEHIND RETAINING WALL 6.) MINIMUM REBAR SPLICE LAP LENGTH IS (80) BAR DIAMETERS U.N.O. TYP PATIO/PORCH RESTRAINED RET. WALL NO SCALE Q?'pFESSl�N9 K • Q ���` P % LAJ C- j4 75683`' r- q�FOFCAUF�� 6/30/17 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 Ul Qcn W aQ U (D LLJ J z cn Z p Q Q LU Q =CA- D U 00 �O 1 .__! U U � W = 0 � wz U .J cn G ~ U Q U REVISIONS: Q1 PC#1 6/30/17 DATE: 5/18/17 SCALE: NTS DRAWN BY: RKB JOB NUMBER: 17-199 SHEET: SDIP lik SECTION R337.3 STANDARDS OF QUALITY R337.3.1 General. Building material, systems, assemblies and methods of construction used in this chapter shall be in accordance with Section R337.3. R337.3.2 Qualification by testing. Material and material assemblies tested in accordance with the requirements of Section R337.3 shall be accepted for use when the results and conditions of those tests are met. Product evaluation testing of material and material assemblies shall be approved or listed by the State Fire Marshal, or identified in a current report issued by an approved agency. R337.3.3 Approved agency. Product evaluation testing shall be performed by an approved agency as defined in Section 1702 of the California Building Code. The scope of accreditation for the approved agency shall include building product compliance with code. R337.3.4 Labeling. Material and material assemblies tested in accordance with the requirements of section R337.3 shall bear an identification label showing the fire test results. That identification label shall be issued by a testing and/or inspecting agency approved by the State Fire Marshal. 1. Identification mark of the approved testing and/or inspecting agency. 2. Contact and identification information of the manufacturer. 3. Model number or identification of the product or material. 4. Pre-test weathering specified in this chapter. 5. Compliance standard as described under Section R337.3.7. R337.3.5 Weathering and surface treatment protection. R337.3.5.1 General. Material and material assemblies tested in accordance with the requirements of Section R337.3 shall maintain their fire test performance under conditions of use when installed in accordance with the manufacturers instructions. R337.3.5.2 Weathering. Fire -retardant -treated wood and fire -retardant -treated wood shingles and shakes shall meet the fire test performance requirements of this chapter after being subjected to the weathering conditions contained in the following standards, as applicable to the materials and the conditions of use. R337.3.5.2.1 Fire -retardant -treated wood. Fire -retardant -treated wood shall be tested in accordance with ASTM D 2898, "Standard Practice for Accelerated Weathering of Fire -Retardant Treated Wood for Fire Testing (Method A)" and the requirements of Section 2303.2. R337.3.5.2.2 Fire -retardant -treated wood shingles and shakes. Fire -retardant -treated wood shingles and shakes shall be approved and listed by the State Fire Marshal in accordance with Section 208(c), Title 19 California Code of Regulations. R337.3.5.3 Surface treatment protection. The use of paints, coatings, stains, or other surface treatments are not an approved method of protection as required in this section. R337.3.6 Alternates for materials, design, tests and methods of constructlon. The enforcing agency is permitted to modify the provisions ofthis chapter for site-specific conditions in accordance with Section 1.11.2.4. When required by the enforcing agency for the purposes of granting modifications, a fire protection plan shall be submitted in accordance with the California Fire Code, Chapter 49. R337.3.7 Standards of quality. The State Fire Marshal standards for exterior wildfire exposure protection listed below and as referenced in this chapter are located in the California Referenced Standards Code, Part 12 and Chapter 35 of this code. SFM Standard 12-7A4, Exterior Wall Siding and Sheathing. A fire resistance test standard consisting of a 150 kW intensity direct flame exposure for a 10 minutes duration. SFM Standard 12-7A-2, Exterior Windows. A fire resistance test standard consisting of a 150 kW intensity direct flame exposure for a 8 minutes duration. SFM Standard 12-7A-3, Horizontal Projection Underside A fire resistance test standard consisting of a 300 kW intensity direct flame exposure for a 10 minute duration. SFM Standard 12-7A4, Decking. A two-part test consisting of a heat release rate (Part A) deck assembly combustion test with an under deck exposure of 80kW intensity direct flame for a 3 minute duration, and a (Part B) sustained deck assembly combustion test consisting of a deck upper surface burning ember exposure with a 12 mph wind for 40 minutes using a 2.2 Ib (1 kg) burning "Class A" size 12" x 12" x 2.25" (300 mm x 300 mm x 57 mm) roof test brand. SFM Standard 12-7A4A, Decking Alternate Method A. A heat release rate deck assembly combustion test with an under deck exposure of 80 kW intensity direct flame for a 3 minute duration. SFM Standard 12-7A-5, Ignition -Resistant Material. A generic building material surface burning flame spread test standard consisting of an extended 30 minute ASTM E84 or UL 723 test method as is used for Fire -Retardant -Treated wood. SECTION R337.4 IGNITION RESISTANT CONSTRUCTION R337.4.1 General. The materials prescribed herein for ignition resistance shall conform to the requirements of this chapter. R337.4.2 Ignition -resistant material. Ignition -resistant material shall be determined in accordance with the test procedures set forth in SFM Standard 12-7A-5 "Ignition -Resistant Material" or in accordance with this section. R337.4.3 Alternative methods for determining Ignition -resistant material. Any one of the following shall be accepted as meeting the definition of ignition -resistant material: 1. Noncombustible material. Material that complies with the definition for noncombustible materials in Section 202 2. Fire -retardant -treated wood. Fire -retardant -treated wood identified for exterior use that complies with the requirements of Section 2303.2 of the California Building Code. 3. Fire -retardant -treated wood shingles and shakes. Fire -retardant -treated wood shingles and shakes, as defined in Section 1505.6 of the California Building Code and listed by State Fire Marshal for use as "Class B" roof covering, shall be accepted as an Ignition -resistant wall covering material when installed over solid sheathing. SECTION R337.5 ROOFING R337.5.1 General. Roofs shall comply with the requirements of Sections R337 and R902. Roofs shall have a roofing assembly installed in accordance with its listing and the manufacturer's installation instructions. R337.5.2 Roof coverings. Where the roof profile allows a space between the roof covering and roof decking, the spaces shall be constructed to prevent the intrusion of flames and embers, be firestopped with approved materials or have one layer of minimum 72 pound (32.4 kg) mineral -surfaced nonperforated cap sheet complying with ASTM D 3909 installed over the combustible decking. R337.5.3 Roof valleys. Where valley flashing is installed, the flashing shall be not less than 0.019 -inch (0.48 mm) No. 26 gage galvanized sheet corrosion -resistant metal installed over not less than one layer of minimum 72 -pound (32.4 kg) mineral -surfaced nonperforated cap sheet complying with ASTM D 3909, at least 3&inch-wide (914mm) running the full length of the valley. R337.5.4 Roof gutters. Roof gutters shall be provided with the means to prevent the accumulation of leaves and debris in the gutter. SECTION R337.6 VENTS R337.6.1 General. Where provided, ventilation openings for enclosed attics, enclosed eave soffit spaces, enclosed rafter spaces formed where ceilings are applied directly to the underside of roof rafters, and underfloor ventilation shall be in accordance with Section 1203 of the California Building Code and Sections R337.6.1 through R337.6.3 of this section to resist building ignition from the intrusion of burning embers and flame through the ventilation opening. R327.6.2 Requirements. Ventilation openings for enclosed attics, enclosed eave soffit spaces, enclosed rafter spaces formed where ceilings are applied directly to the underside of roof rafters, and underfloor ventilation openings shall be fully covered with metal wire mesh, vents, other materials, or other devices that meet the following requirements: 1. Listed vents complying W ASTM E2886 W/ the following test results: 1.1. The Ember Intrusion Test shall have no flaming ignition of the cotton material. 1.2.There shall be no flaming ignition during the Integrity Test portion of the Flame Intrusion Test. The max. temperature of the unexposed side of the vent shall not exceed 662"F. 2. Vents complying w/ all the following: 2.1. The dinemsion of the opening therein shall be a min. of P6 and shall not exceed '. 2.2. The materials used shall be noncombustible. Exception: Vents located under the roof covering, along the ridge of roofs, with the exposed surface of the vent covered by noncombustible wire mesh, may be of combustible materials. 3. The materials used shall be corrosion resistant R337.6.3 Ventilation openings on the underside of eaves and cornices. Vents shall not be installed on the underside of eaves and cornices. Exceptions: 1. Listed vents complying w/ ASTM E2886 w/ the following test results: 1.1. The Ember Intrusion Test shall have no flaming ignition of the cotton material. 1.2.There shall be no flaming ignition during the Integrity Test portion of the Flame Intrusion Test. The max. temperature of the unexposed side of the vent shall not exceed 662°F. 2. The enforcing agency may accept or approve special eave and cornice vents that resist the intrusion of flame and burning embers. 3. Vents complying with the requirements of Section R337.6.2 may be installed on the underside of eaves and cornices in accordance with either one of the following conditions: 3.1.The attic space being ventilated is fully protected by an automatic sprinkler system installed in accordance with Section 903.3.1.1 of the California Building Code or, 3.2.The exterior wall covering and exposed underside of the eave are of noncombustible material, or ignition -resistant -materials as determined in accordance with SFM Standard 12-7A-5 Ignition -Resistant Material and the vent is located more than 12 feet from the ground or walking surface of a deck, porch, patio, or similar vairfarR SECTION R337.7 EXTERIOR COVERING R337.7.1 Scope. The provisions of this section shall govern the materials and construction methods used to resist building ignition and/or safeguard against the intrusion of flames resulting from small ember and short-term direct flame contact exposure. R337.7.2 General. The following exterior covering materials and/or assemblies shall comply with this section: 1. Exterior wall covering material. 2. Exterior wall assembly. 3. Exterior exposed underside of roof eave overhangs, 4. Exterior exposed underside of roof eave soffits. 5. Exposed underside of exterior porch ceilings. 6. Exterior exposed underside of floor projections. 7. Exterior underfloor areas. Exceptions: 1.1. Exterior wall architectural trim, embellishments, fascias and gutters. 1.2. Roof or wall top cornice projections and similar assemblies. 1.3. Roof assembly projections over gable end walls. 1.4. Solid wood rafter tails and solid wood blocking installed between rafters having minimum dimension 2 inch (50.8 mm) nominal. 1.5. Deck walking surfaces shall comply with Section R337.9 only. R337.7.3 Exterior walls. The exterior wall covering or wall assembly shall comply with one of the following requirements: 1. Noncombustible material. 2. Ignition -Resistant material. 3. Heavy timber exterior wall assembly. 4. Log wall construction assembly. 5. Wall assemblies that meet the performance criteria in accordance with the test procedures for a 10 -minute direct flame contact exposure test set forth in SFM Standard 12-7A-1. Exception: Any of the following shall be deemed to meet the assembly performance criteria and intent of this section: 1.1.0ne layer of 5/8 -inch Type X gypsum sheathing applied behind the exterior covering or cladding on the exterior side of the framing. 1.2.The exterior portion of a 1 -hour fire resistive exterior wall assembly designed for exterior fire exposure including assemblies using the gypsum panel and sheathing products listed in the Gypsum Association Fire Resistance Design Manual. R337.7.3.1 Extent of exterior wall covering. Exterior wall coverings shall extend from the top of the foundation to the roof, and terminate at 2 inch (50.8 mm) nominal solid wood blocking between rafters at all roof overhangs, or in the case of enclosed eaves, terminate at the enclosure. R337.7.4 Open roof eaves. The exposed roof deck on the underside of unenclosed roof eaves shall consist of one of the following: 1. Noncombustible material. 2. Ignition -Resistant material. 3. One layer of 518 -inch Type X gypsum sheathing applied behind an exterior covering on the underside exterior of the roof deck. 4. The exterior portion of a 1 -hour fire resistive exterior wall assembly applied to the underside of the roof deck designed for exterior fire exposure including assemblies using the gypsum panel and sheathing products listed in the Gypsum Association Fire Resistance Design Manual. Exceptions: The following materials do not require protection: 1.1. Solid wood rafter tails on the exposed underside of open roof eaves having a minimum nominal dimension of 2 inch (50.8 mm). 1.2. Solid wood blocking installed between rafter tails on the exposed underside of open roof eaves having a minimum nominal dimension of 2 inch (50.8mm). 1.3. Gable end overhangs and roof assembly projections beyond an exterior wall other than at the lower end of the rafter tails. 1.4.Fascia and other architectural trim boards. R337.7.5 Enclosed roof eaves and roof eave soffits. The exposed underside of enclosed roof eaves having either a boxed -in roof eave soffitwith a horizontal underside, or sloping rafter tails with an exterior covering applied to the underside of the rafter tails, shall be protected by one of the following: 1. Noncombustible material. 2. Ignition -Resistant material. 3. One layer of 5/8 -inch Type X gypsum sheathing applied behind an exterior covering on the underside of the rafter tails or soffit 4. The exterior portion of a 1 -hour fire resistive exterior wall assembly applied to the underside of the rafter tails or soffit including assemblies using the gypsum panel and sheathing products listed in the Gypsum Association Fire Resistance Design Manual. 5. Boxed -in roof eave soffit assemblies with a horizontal underside that meet the performance criteria in accordance with the test procedures set forth in SFM Standard 12-7A-3 or ASTM E2957. Exceptions: The following materials do not require protection: 1.1.Gable end overhangs and roof assembly projections beyond an exterior wall other than at the lower end of the rafter tails. 1.2.Fascia and other architectural trim boards. R337.7.6 Exterior porch ceilings. The exposed underside of exterior porch ceilings shall be protected by one of the following: 1. Noncombustible material. 2. Ignition -Resistant material. 3. One layer of 5/8 -inch Type X gypsum sheathing applied behind the exterior covering on the underside of the ceiling. 4. The exterior portion of a 1 -hour fire resistive exterior wall assembly applied to the underside of the ceiling assembly including assemblies using the gypsum panel and sheathing products listed in the Gypsum Association Fire Resistance Design Manual. 5. Porch ceiling assemblies with a horizontal underside that meet the performance criteria in accordance with the test procedures set forth in SFM Standard 12-7A-3 or ASTM E2957.. Exception: Architectural trim boards. R337.7.7 Floor projections. The exposed underside of a cantilevered floor projection where a floor assembly extends over an exterior wall shall be protected by one of the following: 1. Noncombustible material. 2. Ignition -Resistant material. 3. One layer of 5/8 -inch Type X gypsum sheathing applied behind an exterior covering on the underside of the floor projection. 4. The exterior portion of a 1 -hour fire resistive exterior wall assembly applied to the underside of the floor projection including assemblies using the gypsum panel and sheathing products listed in the Gypsum Association Fire Resistance Design Manual. 5. The underside of a floor projection assembly that meet the performance criteria in accordance with the test procedures setforth in SFM Standard 12-7A-3 orASTM E2957. Exception: Architectural trim boards. R337.7.8 Underfloor protection. The underfloor area of elevated or overhanging buildings shall be enclosed to grade in accordance with the requirements of this chapter or the underside of the exposed underfloor shall consist of one of the following: 1. Noncombustible material. 2. Ignition -Resistant material. 3. One layer of 5/8 -inch Type X gypsum sheathing applied behind an exterior covering on the underside of the floor projection. 4. The exterior portion of a 1 -hour fire resistive exterior wall assembly applied to the underside of the floor including assemblies using the gypsum panel and sheathing products listed in the Gypsum Association Fire Resistance Design Manual. 5. The underside of a floor assembly that meets the performance criteria in accordance with the test procedures set forth in SFM Standard 12-7A-3 or ASTM E2957. FvranHnn- 1 a1 \^ Vt kar eMo irfi srol rnh imne and ka�mc A^ nnf ram eira vnfnrtinn R337.7.8 Underside of appendages. When required by the enforcing agency the underside of overhanging appendages shall be enclosed to grade in accordance with the requirements of this chapter or the underside of the exposed underfloor shall consist of one of the following: 1. Noncombustible material. 2. Ignition -Resistant material. 3. One layer of 5/8 -inch Type X gypsum sheathing applied behind an exterior covering on the underside of the floor projection. 4. The exterior portion of a 1 -hour fire resistive exterior wall assembly applied to the underside of the floor including assemblies using the gypsum panel and sheathin products listed in the Gypsum Association Fire Resistance Design Manual. 5. The underside of a floor assembly that meets the performance criteria in accordance with the test procedures set forth in SFM Standard 12-7A-3 or ASTM E2957. Exception: Heavy -timber structural columns and beams do not require protection. SECTION 337.8 EXTERIOR WINDOWS AND DOORS R337.8.1 General. R337.8.2 Exterior glazing. The following exterior glazing materials and/or assemblies shall comply with this section: 1. Exterior window. 2. Exterior glazed doors. 3. Glazed openings within exterior doors. 4. Glazed openings within exterior garage door. 5. Exterior structural glass veneer. R337.8.2.1 Exterior windows and exterior glazed door assembly requirements. Exterior windows and exterior glazed door assemblies shall comply with one of the following requirements: 1. Be constructed of multiple glazing with a minimum of one tempered pane meeting the requirements of Section R308 Safety Glazing, or 2. Be constructed of glass block units, or 3. Have a fire -resistance rating of not less than 20 minutes when tested according to NFPA 257, or 4. Be tested to meet the performance requirements of SFM Standard 12-7A-2. R337.8.2.2 Structural glass veneer. The wall assembly behind structural glass veneer shall comply with section R337.7.3. R337.8.3 Exterior doors. Exterior doors shall comply with one of the following: 1. The exterior surface or cladding shall be of noncombustible or Ignition -resistant material, or 2. Shall be constructed of solid core wood that comply with the following requirements: 2.1.Stiles and rails shall not be less than 1 318 inches thick 2.2.Raised panel shall not be less than 1 114 inches thick, except for the exterior perimeter of the raised panel that may taper to a tongue not less than 318 inch thick. 3. Shall have a fire -resistance rating of not less than 20 minutes when tested according to NFPA 252. 4. Shall be tested to meet the performance requirements of SFM Standard 12-7A-1. R337.8.3.1 Exterior door glazing. Glazing in exterior doors shall comply with Section R337.8.2.1. SECTION R337.9 DECKING R337.9.1 General. The walking surface material of decks, porches, balconies and stairs shall comply with the requirements of this section. R337.9.2 Where required. The walking surface material of decks, porches, balconies and stairs shall comply with the requirements of this section when any portion of such surface is within 10 feet (3048 mm) of the building. R337.9.3 Decking surfaces. The walking surface material of decks, porches, balconies and stairs shall be constructed with one of the following materials: 1. Ignition -resistant material that complies with the performance requirement of both SFM Standard 12-7A-4 and SFM Standard 12-7A-5. 2. Exterior fire retardant treated wood. 3. Noncombustible material. 4. Any material that complies with the performance requirements of SFM Standard 12 -7A -4A when attached exterior wall covering is also either noncombustible or ignition -resistant material. Exception: Wall material may be of any material that otherwise complies with this chapter when the decking surface material complies with the performance requirement ASTM E 84 with a Class B flame spread rating. SECTION R337.10 ACCESSORY STRUCTURES R337.10.1 General. Accessory and miscellaneous structures, other than buildings covered by Section R337.10.1, which pose a significant exterior exposure hazard to applicable buildings during wildfires shall be constructed to conform to the ignition resistance requirements of this section. R337.10.2 Applicability. The provisions of this section shall apply to trellises, arbors, patio covers, carports, gazebos, and similar structures of an accessory or miscellaneous character. Exceptions: 1. Decks shall comply with the requirements of Section R337.9. 2. Awnings and canopies shall comply with the requirements of Section 3105. R337.10.3 Where required. Accessory structures shall comply with the requirements of this section. Revision Date. BY N t1 H � 1 c M ."i rte, wo N a r ao � V h ~ Q o U ami v bA o "C W a WO � a V r7 W r� F -'-i W H Z <44M Z D AA C,�'fF J f (lam 'k No. C21283 REN. 7/17 CA VCU LDLAND URBAN INTERFACE Date 201'7 Scale Drawn rob Sheri wul Of Sheets 0�2 _i r �'�'� 2016 Low -Rise Residential Mandato Measures Summa NQ7F. Lcw4i�refir,�nf'a1tx,t7;frogs:.,kr:etotf:rfne.?ySt.,ndmd,,;rm,'lcomplywittya1wf-�,,mf,�teuranyl;_torympasues,regardessofttearrp�5ano:a�roarh used. Ret^ew ff;erer, c -d e sect m farmoroinfrnma5" 'Etcepfrosrnav apyv, rn,m,i-I rrrrr)IP Building Envelope Measures: 6 1 106(:�1 Air Leakage. Marg:-acturedfenastratiort exterior door^. and ecternor pet doors rrlt.:;t limit ar leakage to 0.3 don't'.. orless i0en tested per ^ ; P : 1 _ I m r m or ''I l- erlh r l n VerttiladonforindoorAlrQuatiry. A dvval ing tnrt,, must eat tt>a req.n _ eras A,1�-tFC Slarndad(,�w N erwinduwrope d o rnor cortinucus operas ion of cert ral forced air wstem air handers used in cedrel fan r'tear ad ve-iilati on syst ems are perm;dtle rrelmods d ,rovidnn wh:le•ttildrr vertildion. WRQ.400orASTMEnorAq+IA'�NDMVCSA1014S.21MAO-2011' § 110 6(45 Ubeling Fenestration products mud ta,e a label meeting the rtqur-rierts of § 1G-1 I I (e). § 1'0 6(b) Field fabricated exterior doors and fenestration products mug use Woctors and soda^ heat gain coefficient (SHGC) valws from TAE+LES § 1',0 4 (b)1: 110 5-A end 110 E B for ccmaliame aM rrnst be cad"od ary1or w+•dh,-rsfrioned.' § 110 7 Air Leakage. AI Icnts, pereiretions, and other opemres In the build rg errte':cpe that are potential sou "s of air lea4age mist be caulked, § 110.4 (b)3: aT+i,eted,toweatfrtnn wd §1108(o Insulation Certification byWnufacturers.Irnaldiornspecifiadorindatnec+rmstmeetStardaa,d,forlrrulatingWilend § 110 PCII Insulation Requirements for Heated Slab Floors. Heated stat) floors mxF1 be instlded perthe regtnremeNs d § 110.8(8). § 110.80 Roofing Products Solar Reflectance and Thermal Emittame. Tlx: ttvr-riA emt:arre nxt arged,solar refleclarre valtivs of the rcdrrl 110.9. rr tnrial muK mea? tine neruiPrrieni s cf 110 8 r wtvn the inctallatirti of a cool roof is . �ified on the CF1 R. § 110 80 Radiant Barrier. A raial tamer must harre an enittar" cf 005 or less and be certified to the Depaitmert of Coreuner Af`a r;. § 150 0(01 A n �: a P P Coiling and Rafter Roof Insulation M nirnxm R-..� n,u�inc*n inwe�, d-f:�am- cerhra:�, or th., wM�1ed a`raa;� U factor mtat rut .:xeed l..C�+,3 § 150.0(k11 B Mni,nurrn P,19 orweig``ted emem U-factorof0 054 or less in a refer roof al:eraticn. Alio access doors must haze pemnanertly Wached § 150 0(a!) i�ulation using adhesive ormechancal fasteners. The attic &cess must be gaci;eled to prevent & leaka� InWalor must be nstaPed n § i 5Q 0(F11 p drod ccrtatct with a ccrtituour rod or cei!irg whic h is sealed to limit irf hrcli m and ecfiNration as specified n § 110.7, irtcludng burl mt limy, ed § 15J.0(141 E to ,rno "rrs!Litim Dither shore or hXeh- , the nxif dNck cr cr tic of a dr ! ceitln_c' S 150 0(b) Loose•illt Insulation Loose fill irsu'alnon must meat the man;faeturefs regtired density for the lateled R.vdue ,� § 150.0(ly1 � Wall Instiatlon Mnmum R-13 nuldim in �'x4 Irvh w•npd framing wall er hare. o tl.faxi or of Q 1 a! rrless iR-13 in'LtE or L! -factor d G 0.4 er § 150 0(:): less). Opaque non -framed assemblies must have an overall asse'ricly U -factor not excPedng 0. T, equvalorit to an nstaled value d R 13 in a S 150 0(41�A wrodf=- ed esserrtiv.' § 1500(1 Raised -floor Insulation. Minimum R-19 insulation in rased wood `amed floor or 0 037 maximum Ufador.' § 150 C 1 Slab Edge Insulation Slab ed� Irsuarion must meet all c( the fdlowng have a water abisorplon rte, fa the Insulation r atenal alone without § 150 O(k)2D fdccns, m dater than C --x: Fare a water vapor pemnearm no greet er then 20 permErcth M prolected from physical dem anti IJV liP_ 6150 O(�2E. detrrioration• arQ wt>ar itddlod os part d a Mated slabflocf meet tM r_ �remerls of § 110.8(`. 150 0 1 § � Vapor Retarder. In ClimaeZones 1-16. the each flag triurverted crani space must be corers vnth a Class I or Cless II vapor retarder. Tris § 150 0(I"M recuirenert also a ties to controlledverhlatim creel s e for Ixi'dirtns ocm ing Orth 1M e.'re tion to6 I50 C r_ . § 150 O(gt_ Vapor Retarder. In Oma! s Zones 14 and 1E, a Class I or Class II vapor retarder must to installed on the cored tNcrr_d space s!de of all § 150 Q(k'^I: '` ilmlitior n an exleriorwn!I vndf,d attics. and Lir ,T,rled d.fi s with sir- e-rmc-We &,J,lim 150 O( § `� Fenestration Products. FeriM- raiial irrltxhng dcyhrlis, sFparmnng rondtici ned sl> m from urrondlicritxi space or otA:-hors mx;t have a tit? madinm U-fa:tcr rf 0 5R. or the wei&e d evpraT U fa -tor of an fe:rnest ration nest nil ecc�d 0 58' Fireplaces, Decorative Gas Appliances, and Gas Log kleasu res: § 150 0(e)l A Closable Doors. Mxmry orfaJay-telt fir_plar e: rme. trove a c!csahle m.fal or gla^s doorce%ering the entire openn, of the firebM. 150 0 e)1B § ( Combustion Intaka fhasonry or factorybwlt fireplaces must hzve accmtustion outside air intake, w'nrh is at least sic square irrhes in a -ea a mrirmm mstal! ed leve' of R4 2 when erhtirehy in ccnit loved spa:e as corirmM through field verfirA or aryl dagrncehc testirn andis oo.dwei with a real axesatle oraraN, alnd ti -ft!r damDPr er er'nntu,rtior}air xrfroi device' § 150.0(e)1 C Flue Damper. kimorry orfa:tory-tuift fireplaces must have a fue damper with a readily occessiNe cortrol' § 150 0(F)n Pilot fight Continuous btrring pl fiat lights and the use of ind:or ar fa cooling a firebxx jacket, when that indior sir is ve^led to the outside of meets the requnrPrwIs of UL 723. If mastr ortape Is used to seat epenrgs greater then % inch theccntinat�:n d mastic ani e Ther mesh or the btildinct arre tied. Space Conditioning, Water Heating, and Plumbing System Measures: 110 1103: § 0 § Certification. Haanng. vel Ration and orcondhcn .ig (H�'AC) equipment. wal,K healers, shmverheads, faucets and al other reguated 250 ardiar>res mild be cel fled the rrarufa-tlrmt0 iM Ene Comrris:icn.' § 110 2(a) HVAC EMclency. Equipment must meet the eTp usable eFr-ier>r f requierneds in TABLE 110 2-.A through TAELE 1102-K' § 15C O,rrj2 Controls for Heat Pumps with Supplementary Electric Rest stance Heaters. Heat pumps with supe lernertary electric; resistame hhed:-rs § 110 21) n i,t hate cort nils that [meld suff lerriert a y healer operd fon wher the heatirxg triad can be marl by ttv� Mai pump dram*., and n Orch the 6150 0(rrp. cit on temipersILTe for ccrrprevsion hes?ing is higMr thanthe cit -or temp-_ attire fa cupipffrnertary fpatng aM the cul -off temperdtre for ssion healin is hi hr�r then the eft -off temre-.lure for SUp0lernertar heatric' § 1'0 2(:): Thermostats. Al unilm heel rg or cooli ng vy1ems net ccnUon ed ty a certref energy management corircl system (EMCS) must have a ' selba-k thamcd at § 15C.0(m)a Water Heating Redraafatlon Loops Serving Multiple Dwelling Untts Nater heetirg rear~ulation loops serving m Wiple dwolhrr a nits must § 110 3(c)5. meet the sir release vehre, be ktlow pNrvertion, Guano prmiM pump isdatim valve, and Tc�rcutationlcop connection requirmrrts ef§ RE51 DENTI AL 1103 c)5 § 110 3(c)7: Isolation Valves. Irnstartanect s wetar heaters with an irput rating greater than 6 a kBTU,hr ;Z kY,) must have isolsion naves wnthhose tibbs MANDATORY or other frtlin , on both cold wrier and hat ware Gres d w -der Md "r,rns to of ciw for wider tank Itedin hvhen the valws are clnsM. § 110 5 Pilot Lights. CcMin illy burning pilot lights are prohihited for natural gas: fon-type central furnace; hcuseM'dcoohrrg appl encec (apfli- § 150.0 (rr>110. arras'tA!hrnl an el-Yirrd str v vdt A cx:tnoc!�orn wth Int lief s i1> t corz;ume Ica ; than 150 Blurthr ore exe t , and d arra . heater:' § 110.10(e)l: Building Cooling and Heating Loads. Hed rn arxi:"mw inq It>d,t, are cdri_ldt it n arcr1rre wlh ASHRAF Ha,idbor.K Equlmert 6150 0(h)1 Volume, Appli ations Vol rrne, and Funda-x-rids Vcitrrne: Sf "ACZVA Resides nlial Conflict System Irnstanatiarn Standards PvF3rua( or ACCA § 110.10(e)2 1v`anaalJuartadesionccnndtorssn.Tifiedin 150ON2. 2016 Low -Rise Residential Mandatory Measures Summary 6150.0 13 (� Dud System Sizing and Air Filter Grille Sizing. Space condtionryg systems that use forced ar butts to supply codingto en oG:uprab e. space mus! hese a hole forthe placement of a stair pressure prcte (HSPP), or o permeredt; ircioned stoic pre;stre prote t'PSFP) in the Wit f plennn The spore corndifiming system mrd also +marfnYe &I'lo w z )0 CRO pyx Ion of rrxnrul coding coix-rdy llmtxJh the return grM�, arnd am ar•handlirng unit fan efficacy <_ 0 53 W1CFR1 as carifirriE-J by field venfica!,cn and cloycstic larding n axcr4:rt _ with Reference R;sidertial Append,, RA 3 This applies to both single zone cerVal forced sir systems and every zone forrx,0/ culyd!edcentral fared v systems' §153 ON ^ ; P : 1 _ I m r m or ''I l- erlh r l n VerttiladonforindoorAlrQuatiry. A dvval ing tnrt,, must eat tt>a req.n _ eras A,1�-tFC Slarndad(,�w N erwinduwrope d o rnor cortinucus operas ion of cert ral forced air wstem air handers used in cedrel fan r'tear ad ve-iilati on syst ems are perm;dtle rrelmods d ,rovidnn wh:le•ttildrr vertildion. § 150 0(oj1A a , Field Veriflcatlon Ind Diagnostic Testing. Ytfhde-bulungvertile5m arflow mrs� be cxxfirmed tfnrcurhfiefdverfirdion end �aa3nc>rtr: to-4tim. in a. ordanp w+th Referen-rr Rr?si-f=r1i,iI . )Frxiix PA"17 Pool and Spa Systems and Equipment F,teasures: § 1',0.4(a) Certification by Mantfadurers. Arty p or spur hK'irrg syl- em cr au rtprrrri must be calif ad to have ail of tIw folorrng a:teTrid ef`oP, nc} tM complies with':he Appliance Effciercy Regulations; ars on-off s-Mtoh mooted oLrtside of the heelerthd al'u�' shuttim of the heater 0 wnthcu.1 aclustirx,} the thedrnostat setting a pemrtanent w, at'nerpr;x,f plate orcard xit!n operation instnetions; and mud r»t use electric resistance Mat ra' § 1',0 4 (b)1: Piping. Any pool or spa heatng equpme. rt muct be rVaIM wxh at feast 36 Indies of pipe between the finer and the fr_ al er, a deckled sucl!rn and return hryn, or built-in a telt- conng:.5om to allow for future sola heatim § 110 4 (b)2: Covers. CVdorr pools or sres that ineve a heal pump or gas healer must here a corer. § 110.4 (b)3: t v i i x Directional Inlets and Lime swf cdnes for pools. Pads crust h�. a direct and inlets ttn,�t adegrri fly mx 1he poet wafts oral a t me s t -din ,hal will antra d! to be sat R nrnmed to run mho dtnng of ,Fail ek-rtric da nmxh pPrcds § 1'.0 5 Pitot light- Natural qm pool Ennd spa Matt mu s,f nil hive a cortin rusty h mng prof ligh t 150 0) § (p i ti :P l� T . St W W. P , r: -w P em I ant tallatio-sidt•nti _ o s .ern.. n mitt rust rrr�et I: o,7b re. _r rr>�n s f r , t n oat Syst sand Equ pm Ins n F� d pn / or } p r .. t .}. ,d r} t c purr{- ,a - r g r, rata rioni Vers, andvei,oes.' Lighting Measures: § 15G 0N39: 110.9. Lighting Controls and Components. A11 I ghling ccrtrol devees and sNterrs, ba'asts and lumm>,rres muu t meet the applicable recluirernernis �# 110 9' 6110 9(a) JA8 Hlgh Efficacy Light Sources Te gt�nlry an a J.�t3 hb;h efficacy lie" source for complw�e with § 150 01(14, a re r dertial f ail source rr� be certified to the Ener,, CcrmmcsiDn acorn in to Reference Joirnl Apoer&4 JA8 § 150 0(01 A Lumlrolre Efficacy. All irctat!ed luminares must be thigh effr,wy in accordance with TAELE 1500•A § 150.0(k11 B Blank Electrical Boxes. The nrnt ar of eleotrral bares that are more than 5 feet above the finshed floor and do riot cora an a lurrina�e or otter de�n-e mus' t? no greater than the number of bedrooms These electricd bcr:es mtm be served by a dimmer, vocarncy semorccrtrol, or fan s . ped cxsvrol § 153.0(kj1 C Recessed Downlight Luminaires In Cellings. Lumitares recessed into ceilings muni mea til of I,* req iemerts fcr insulation cr-rtact 11C.) bbrlimy eir I.akage, sealing; mairtenonct,, and =x el axd!igh source as 6,Donbed in § 150 0(11)1 C A JEA-2016-E light source raced for dwite! le rdi.w rrr.ri Ce intoned fNn it Ira^ ion in AI rerpsced dcwrf t lu mare, in celi. . § i 5Q 0(F11 p Eledrornic Ballasts. EE-it:fists for tluxrmcrrrnt lamps rated 13 wills n grail er mr1'.t be e rztron^ and mull fk�re m outptl frequier>vy ro le=ss Than 20 kit § 15J.0(141 E Night Lights. Pemnarwntly Irstali .' nigh lictls and night II ,fts Iii egal to inhaled Iurnrnaires or a oaxt fans mutat be rd ed to consume ono P more than 5 watt; d power per lunnare or extnau� fan as determced n acccrdarre with § 13G.0(c) N ght lig!i s rate rx�t need 1 o b _tort rolled t:*v va:anr y eor� rs § 150 ONN,1 F Ughting Integral to Exhaust Fans. LiTl ng integral to ey �ausi fans ,ft-tept when nstalled by the ma -da surer In Wch�n eehaust hoods) must meet ttr , Icable - uirehents of 6150.0 ; ' ,� § 150.0(ly1 � Strew based lumirnalres. Screw bared luminaires mist rd be recessed dn.mGght lurnnores in ceiiings end mud conitan tamps [hal comply with Rr-ferr�nce J6ri Ar^Lv�rx!a J1� Irtstaned I:� must tr_ me�:rd with'.t�3016' or'Jt•0-2Q16-E' a'; specfied in Referor. e J�cirt .appeMix ,148" § 1 `�D 0(4414 Enclosed Luminaires. tight sixim.T �' ire., ailed in :rtdoxed lu ninares mist be J48 coipliaht and mud be mari-r'r! vith',VP-201EE' S 150 0(41�A ^ r , a^ w I � se , . wit h • vr1 � f - Interior S Riches and Controls. A t xw^aM pha cul dimers u`Pd h IED !int ..cum: _., mart comply h JEMA SSL7A § 150 0(4129 Interior Switches and Controls. Erhati fans rrXd be srdch rJ separately from lirgtting systen>n' . „v,, § 150 0(4),.,, Interior Switches and Controls. Lu»inares must be swnk-Ipd •with reailly axemble corirols that permit tine linnares Io be mar tially s,vitcMd ON and OFF. § 150 O(k)2D Interior Switches and Controls. Corms and equipment must be installed in occordence with manJecturFes nsin.dions 6150 O(�2E. Interior Switches and Controls. No control mud typans a dmmer orva`arry senur function if tM control r insta!'e:10 comely wih §150 § 150,0(42F, Interior Swftdws and Controls. Lighting cod,ols must comply ,kh the applicatle regrirem nits of § 110 9 § 150 0(I"M Interior Switches and Controls. r'n emrcy management conrol system (EMGS) mey be used to comply wrath dmnher reaxrreme n:s If it. functions as a dormer axcrdng to § 1 T a meets the Irs!dI6m Certificate requiremeds of § 130 4, meets tie PACS requirements cf § 1305 ;andm�lsallofhrre 'ementsir 1500 :2. § 150 O(b12H Irnterlor Switches and Controls. An Elih: ,S mof De used to corply with va.artry sensor reciirements In 6 t 0(k) if Il melts a1 of the fd1craing I functms as a v rxan:y sensor axordrg to § 110.3, thea Irstai'diorn CertificEte requiemrnnts d § 130.4; the EMCS regliretnen:s of § 13050 and all dthw requiTmerds in& 150 C 12 § 150 Q(k'^I: '` Interior Switches and Controls. A mull Iscenhe prulrurmable mrl rifer nrav be ur:ed to �emply with da innty rearir"i)- is n § 150 0(h) it i des the hm>vtiornal ty of a dmrner ar_ad rng to 110 9, end c mplies with all dher ratite re tir'm:erts in b 15D 011? 0 2016 Low -Rise Residential Mandatory Measures Summary § 150 0Wf A' Clearances. Instal'ed arcmdloner and heat pump outdoor condencing Lints must hwe oclearance of at leas? 5feet from IM outlH cf cern' Ind:�orcaipct adhtsinres er verl § 150O(h)nR Liquid Line Drier. I=aled arcorcitioner and heal pump syr errs must be ewPp e d ,w!h liqud !1ne, filer crers If riegt,red as specified by Outdoorc3rrct adhesives mvinurfa,liri res iminrt cry 61_T 0(1 I.. Storage Tank Insulation Unfired hot water tanks, such as storage tarts and backup storage tart4s for solarwoter-heat ng systems, mud have C' . Ru bb cr Poor eadhc.a4 ss R-12 e�tamal Mlatier rxR-16 irterral inTLJ*onwhere the irt?mal imilaticr R.vekte is indicated ontM exterior of thetank 615C 0,143A Water piping and cool Ing system line Insulation For domestic hot wafer cystem pip ng wt•cther t reed or unbu ed, all cr the fd'owng mild CeTr rnic file ndhesivr s be insulated axading to the requirements of TPFLE 1203-A the first 5 feet of hot and crid water pipes from IM storage lank; ol! pipim with e 615T 0t@2A rrniml damder d:y4 irirh or langer, ern prirr�g a.� udrxi Ah a (bine r,lic Mt water rearrllaticn sy sten regardless of Iie p pe cit rTlri er, Dtyvrall and panel adhcsir�rs pping from the Md mg source to storage tart: or bPhween lann� s, ppng buried below grad'; and all hod water p pes from the hedng source to § 15G 0N39: ki!chen fixtures' § 150 0028 Water aping and coding system line insulation AI domestic hat water pipes th art are buried belgw grade must be insiel!ed in a water proof g 150 0t}jX and nor -crushable casing a dive' 1� nc, § 0 Water piping and coding system Itne insulation Pipe forcocling system lines must be insutlated as specified m§ 15�.0(,)2A Dstnt a! cr 150.0 3D § M of for steam erd h ^ornc Ipat i. stems rx hot wdPr s ,t .ons mut meet the "_ uier�s in T,rLALE 120 3-A; § 15C.0@3: Insulation Protection. Insulation mud beprdeciedfrom dam r, nrrlud:rg dint due to surn! ghf, moisture, equipment rraintenarre, and wird § 150.ON4 Insulation Protection. Irnui dim expcsaito weaiMr mud be irttalled with a cover sutade for outdoor sernce. Frr a ample, prct� M § 150.0iA) durnum, sheet metal, p�!ijedcarvas, crp1mlicarzer Thecovprmu:1 be wrierrvarinrt and preside shielding froom solar red at ion theethn 615CC 0tyl5 caused atiM CWr matFriA § 150 0(�3D i - Insulation Protection. Insulation covcnngehl,edwoler piping atnd -E•f7c ra-1 articir pprrg Iccotej oulade the corn'dd card space must ha'we a Adhesive primc r for Clastic Ckrrq 1 or Class 11 vaonr relarrhr § 150 0(k)FA Gas or Prune Systems. Systerrs using gas cr propare water tkfilers to serve irndviduat d+reling inns mart Nn:lu ? ah cf the idlo," a 6150.0(x)1 120V dx�' �;ept�!e wttin3 feet Q(the wd?t i><: d� a Cetecry iII a IVvent, Y e TypA 6 vera with straghi pipe between the cutsid. Structural wood member adhesive temninatioxn and the spe✓e vhnere the water heater is installed a condensate drain that ism more than 2 ir>ches hdner than tte based the Top and trim adhesive water heats -r and allows natural dam ,Alli l trsi'1an:e and 8 oa4 sur t• liar. wdh a cacao. d el iPe,-i rjc 000 91ul r. r § 15G 0 <. f I q � P A� . eclrcuiatin Loo inruat oe semi rrniti ke dwpl arils m t me. ,h r rP+re f R Rec . I on tr _. u. rxs c 1 0 3 c o ro § 1 9 Ps � ( . § 150.0(r)3: r Solar WJater-heating Systems. Sdar mer tlePiing systems and collect rs rmust tx cetced alai acted b/ the .coley Rat rg end GeAl6:aam Plzstic foamy Cc . oration ,:RCC1 orb a list n aT- -xr that is a raved N the Execvw director Ducts and Fans Measures: § 11G 8 (d)3: t Ducts Irsul,n. Inst atled Ijn an exlsli 1 n dust crus' om , �M h he ,1 _. I � h,�1 : If `�' req aporia-ronri Ic rg . c pal „ E04 0 t t , Cot , oma f 'urn � Cod (C t t a § 110.10(a)l: � 1 P c p ' r i t, ,r n � Bort,r..ormn= an,,their.;tldxr w L.rirdli rrrn>cfcwrl,F fothee.rrlvxnP.r inwrlix thallheu>rtt,fi nm_ds hr r writ 5 t � 1 i 1 .. _ ren tit? Ck1C Compliance. Ail al--disinbuti3i system ducts and plenlrms must to it 4alled, seaeG end nsda!ed to rreet the requrrenerts of C1FIG § 110.10(a)2 §§ 601.Q Ei020, 603 Q ED4 Q 605 0 end I�r.IISMACNA-CCr•2006 Hf AC Duct Corstnr.ion Standards h1F4e1 and Flex. itle 3rd Ed'ion Port ors 730 550 of sL:M y-eir and refum-sir ducts and plem ms must be is r!&,cl io a mirirum inst dlad level cf R$ 0 (or higher if reoTd by C h', § �.0 cr 100 a mrirmm mstal! ed leve' of R4 2 when erhtirehy in ccnit loved spa:e as corirmM through field verfirA or aryl dagrncehc testirn tool 6150 0( 1 IF43.1.426'). Connections of metal dusts arnd imer core d lla;ib!e ducts mast be m rhancally fa;tnrr_d OperinT must be seated wdh SIJ mastic, tape, crdher c!L&,closure system tha! meets tie a hcatie requinemerts d t1L 181, to 181A, cr UL M B or axosol sea'art that 6110.10(b)1: meets the requnrPrwIs of UL 723. If mastr ortape Is used to seat epenrgs greater then % inch theccntinat�:n d mastic ani e Ther mesh or I00 tape mast be used. Builr5m cavities, support platfomr. fa sir handers, and plenums desig, no -d orcorrhicted with materials other than sealed -420 sheet metal, duct board or fl,-"ble duct must not be us -,d fcrconvEying condtuomd air Binning cavities ord support pirxf;rtes may ccr ian 250 duds. Ducts inslarled incmi!iec and sLo i latfxms rrncl nc1 beco ssed hocause reduction inths cross-seflicnal are.,. ofthe dt✓ts' 273 Factory Fabricated Dud Systems. Fadcry-tebricaled dun' systems must corpN, with apptcable requiremerts fir dl� crrstrmthorh, § 15C O,rrj2 ci--mections, acrd cloy res,, joints and seams of duct svalems and their crmpomrls must nil be sealM wilh cldh ba k ruL� adhesive dad § I10.10(b)2A taros mess such to is used in ccmbinat rn with mastic and d aPw bands 6150 0(rrp. Fleld-Fabricated Duct Systems. Field-fabrlcaded duct systems must comply myth erplicat,le requirerw-•ris for pressure senstrvetap,,s, rnheMics,sedet,arrlotherre,rementssroNledforductcccirstrwt.on § 150.0(rT j7. B�draft Dampers. A! fan systems the( exchange sir W,ween the cmdtioned space end the ouside of the buil i T must fayre beck.lat cr automatr, dory ars § 15C.0(m)a Gravity Ventilation Dampen Grarry vertt!ahng systems serving condtioi ned spare mutt have el" adomalr. or rea-11y eccnsm'e, �� REN. 7/17 �� monialt co,rated dart errs in all :ri to the WsidA ryrr f combun+,ion inlet and aat!el sir or noes and elera!or shaft veils RE51 DENTI AL Protection of Insulatlon. Insulation must to prdected from corsage. Ircluuding that du-- to surtight, mcislure, &.l irment mcnten ence, aril 150.0 rr r} § (4 urcvi Insv4l m ecpined 10 rrPat`r--r must to sunWle for Dundorr serrce. Fcr eminfie, Ixrctax:ted by al.i rw rn, Sisal meld parltNi coria,, Lr MANDATORY plastic ecuer Crlhlarfoam in sdation crud be protected e✓ above a paidedwith a coating that is water retadarl and rrvidn shieid . from - p ng § 11C 10(d) sotarrriatim § 150.0 (rr>110. Porous Inner Core Flex Dud Pews ironer ohne flex dk-i must have a non -porous layer between the rrercore and outer vapor bamer. § 110.10(e)l: Duct System Sealing and Leakage Test When space condlticri rg systems use forced air dud systems to supply cmd:loned a,r Io an § IT C(m)I I occupiable Space, the ducts nest be sealed aryd duct leakagelesied m corif rmed through field verification and diagnostic testing. in § 110.10(e)2 a cordance with 150.C(m 1 tarsi Reference Residemid A x RA3 sheet Air Filtration klechancal systems that supply alrto an occuplabie spare through ductwork exceeding 10 feet in larnth and through a thermal § 19r0urrj12: coryd'rtionuxcampenent, en.;P_pt evapoatvecoolerw must bepr�idedwith eirfMedorirxsthat mt>otthedesign +rstal!atim, efficiency, sheers r ,zsure d: o era! la it rervirema is of 6 1 T 0(r 12. ,� 2016 Low -Rise Residential Mandatory Measures Summary § 15C.0(02J: Interior Switches and Controls. inn balhrocros, geraaes, lar. ndry rmms, arnd ul;bly rims, at leap me lunrorre In each o`ttvse s-.eces mu:3 Ind:�orcaipct adhtsinres be corlydlad a v.T..arry sernsor. 150 O'y2Y� § t Irntertor Swftches and Cormds. Dimmers or vataiy serccrs m,u,,; control d Itmnalres requ rL*d to have licftt sr?Lm>res complian wxh Outdoorc3rrct adhesives P�fererre ,Irina A rrndx JPP Fac . linhinairm in clo^,r#r Ira; Ihm 70 s t rre fest "!umrno-s in hdtsvt •s' § 15C 0(k)2L Interior Swftclnes and Controls llnriercdbind igh'ing rmz,l be JthOwl serara!* from other IigN n, s/sl - C' . Ru bb cr Poor eadhc.a4 ss Residential Outdoor Lighting. Fa sitrgle `amlly reed rtial lxi!d rngr addccr G fnbrxg pr rrmm�r rtly mtxrted fo a rehrfstilri hutdux,I or to dher 615C 0,143A •e C f - t` C A 1 r burldm.. or th ..a^�►- ol muEi m - here reme in item 1 , 3ai FJ ! t 1 I tett c}n rn § 5u 0�) (O oral CFF s e,h) axl the rn irerrneit n el,t>Fr tT1 CeTr rnic file ndhesivr s ? 150.C;k)3Ai (photxefl and motion sensor) or item § 150.0,1)3A;ii (l Indo cxrtrcil and aulomat,c time switch r. ortrol. actronortni:al I ine dock, or VCT and asphalt titc adhesives - M-. A.c.. E - Dtyvrall and panel adhcsir�rs Resldentlal Outdoor Lkghtlng. Fa lov-rise muhrfamty resnd?nf air txaidrxgs, outdoor Irghrc for private patios, ertrances, bak; es, § 15G 0N39: and ponches; and outdoor lighting for residertial portarng lots and residential carpMs w rth less that eig! f vetirles per site must canply wish h(ultiprurpose consuwtion ad.hestvrx ettrr61500 3A orwlhthean :irabl, ru, ircrnrd,in&RI* 130Q 1302 1.q(,'4 140.7 and 141.0. g 150 0t}jX Residerntial Outdoor Llghtfng. For low-rise residentid buddrngs w,:hf Lir or mere dwe:ling unts, our door fighting mt regulared t r Single -ply mof membrane adh''si~r•cs 6150 0'k ?8 or 61� 0 :)3D mu ,1 cnmdv wfh the irrirale rcculremnents in 104110 9 ll a0 0 1, 1:3'0.4 140 7 and 1410 150.0 3D § M Residential Outdoor Lighting. Odder lighting for re�deniial parkin? lots and residential carports with o told of eg!t or more SPEGUSLTY i,PPLIGATIONS vehicles .r sir`s must ora sty with the wrtic ade re uemnent s in 6s 110 9 1,0 0, 130 2 130 4.140 7 end 1410 § 150.ON4 Itnternatty illuminated address signs. Irterrn&I illirnmated acbress srgris muni carTVy wdh 6140 R, or mus► ccrmme no more than 5 watts of CPVC vac! ding rf as detef"ined wkTri M& 130.6 c . 615CC 0tyl5 Residerntial Garages for Eight or More Vehicles. Lucl;t -ig for reddertial parfarn garages for eighl cr moa vehides must comply with tM Plasticeernenlymiding drabterei ienwlsfcrrcnreridertial aaralesin6S1109 1300 1301 1304 1406 end 141 O. Adhesive primc r for Clastic Interior Common Areas of Low-rise Mufti -Family Residential Buildings. In a bw-me mil'IfaroFv resderllal buldi ig *mere tine tetal r lmor § 150 0(k)FA common area in a sng'e tuildng equals c0 pe -1 or less of the n --or area pernarertly irddled lig`lrefcr the irteriorcornmori area; in that Speaal purpose contoict adhesive builds mast be hili efica:v lu iraires end corttrol!ed art occupant sensor Structural wood member adhesive Interior Common Areas of Low-rise Multi•Famfly Residential Buildings. In a low -ase rmP for>ify resderlial building where the total rt -nor Top and trim adhesive commrin area in a single tuil:d rg equals mere than 2l) pw.. Kt of the (',err area permanently irnd ailed lighting it that builvim must F 1E0 0(h)68 i Comply w th the applicrNe r?qurerreris in §§ 1109,130 0,1301,140 6 ani 141 Q end Mctal to molal h. Light r g inial! d in ccmdrxs aM stairwels mu,t be coni railed by oacu pint sensors that reduce the lighting pLiwer in ea h space tty at bear! Plzstic foamy 53 LxtrpM- Ther;,wren sensors r xjsf be cweble of lumina 1M liiti futy on and cff from al des,7ned paths d noes and ecress Sdar Ready Buildings: 50 Single Fanny Residences. +Vt e family rriderres located n sut.,0miore with ten or more x'r!? family resr�nces and where the § 110.10(a)l: applra:cr fora 1pdatrve subdiosion map fortlhe residences has Men deems comp!e!e tw tthe enforcement agerry acct comply wth the tit? realircmerts of§ 11010 b Ihroux#n § 11010(e . § 110.10(a)2 Low-rise Multl-famlly Buildings. Low-rise rnu h4am ly bulcings must cornpFy %iih the requirerTnerts of § 110.10(ti tfhrw:h § 110.10(d). 730 550 Mrimum Area. The sdarzene must have a minimum total area as described below'. The sdarzorne must comply w*.h access, pathway, smoke 100 ventilation, and spacing requrHflerts as spocfiFd inTlle 24, Per! 9 or o!^er Pais of Titl?24 or in arni regm-_-nernis adml.t-d t?v a Lad 250 r junsdction Thr_ sn►a zone fol al area mltl be cmnpnsed d ureas that hove rtcx dmnertsion less flim 5 .art and ore oto le.� tlhan £0 square fM1�t SIJ I c c n• - P e'f P ' ne r, r� r 1 f I wd eat f x tat din vn th moi sir._ au 1 .., thdn o al Io 0000 „ ref . 4 cr m ie � ,than 160 .� , ed adn f,n hr Id h r far d5 )" Gl.d a 00 _ � "'ll�' n3 6110.10(b)1: greater thein 10.000 squarefcet. I00 For sirple family resic$Kres the solar zone nnust to located on the roof or werham of the budding and have a total area n? less than 2T -420 scuere feet. For Iovr-r se multi-fam'y ttii'dngs the sdar zoite nst be located on the rod or overhang cf the bu!ding or on the mcf or overhang 250 of arcdher slructjre located within *_>T feet of the tuld ng or on cc�.vered parting it riaflcd w1h 1M buildrxg prgi ct, and hate a total area no I -s 273 than 15 mixed cf the Idal rrxnf area d thy buldixt exdtAnq acv skyli t1 area' § 110.10(b)2 Orientation. All sections of the sola zone Ixated on stP?p-sloped rods muni to oriented between 110 dPgrePn ani 270 degrees d trice north § I10.10(b)2A Shading. The solar zone must not eosin arty cbstnidiorL, IrL.lurtng but nct hmted la veru, ch,nreys, w..hte:tira! features, end rixf rmunted ui cert' Shading. Ayr/ obstrutim faceted m the roof or any other per; of the building that projects above a sat a zorp must be located at lead Wce the § 110,10t'b)X. d stance, measured m the horizon d plane, of the height df ,ererce between the highest point of the ot>rn d ion a id I he hcrizmld proje-,ch of the rpBn--1 rt of tM solar zoite, mesaired intfv vEfticat lane' v 0 * No. C21283 f=C p -s • T d al est ds a F- P r _ N n l r r nN r t rr Stru Lir D Loa on C rnstntdttxn Docxmerts. a artJas c(th , r x�f d , et d an sur a _ or If , s1 List lad d: ,, n Ic>a-l: fo roof �� REN. 7/17 �� dead Inai and roof live Iced must be dear!v ivirApd on the ccinsIrL_i Ion dmimeents RE51 DENTI AL P f e I Intercomection Pathtr _ corstrul;linrt dnumEtis must indrt I .tion f nreit rs fieri n ori .lira f ays. lr _ a x o r and m _ rr, er} pmEFi a a p Fav or § 11010(c) r v.ing of corndA from the solar zone to the poi of irterconrhection with the electrical ser0ce (for singe family residences the part of MANDATORY ir"e^onnpclion wil be the main service Derel); ani a et , far routim of 'urrmbi frtxri IM solar zone to the water -heli svc em. § 11C 10(d) Doctanentation. A cm! d Ithe cordructior doarieris a a comparatle document indicating the informal or; from § I I3.10(b) through Date 2017 110.10(c must to rcvi died to the c cr ant. § 110.10(e)l: Main Electrical Service Pand. The man electncel sense panel mus! have a mrimun buster re!ing of 200 or-lps. Drawn Main El ectri cal S ervice P anel. 'i he ma n el rtncel serm,e parnel mus hove a reserved spare to ell ow for tip installation cd a dcude pd e arout § 110.10(e)2 Lr-,*erfor a fu t rleso!ar elydnc ireta!loti n. TM reserved space must be posliorned cilia cppr to Rood) end from the irpu feeder locator or sheet mYaincirrulkx,afim,arrf are,rtivmErkedas'ForFutur-SolarEhfrire - _ _ __. - -- 1-- 2016 CALGreen Residential Mandatory Measures Planning and Design 4.106.2 - Storm Water Drainage and Retention - Projects which disturb less than one acre of soil and are not part of a larger common plan of development shall manage storm water drainage during construction. 4.106.3 - Grading and Paving - Construction plans shall indicate how the site grading and drainage system will manage all surface water flows to keep water from entering building. Exception: Additions or alterations not altering the drainage path. 4.106.4 - Electric Vehicle (EV) charging for new construction. New construction shall comply w/ Section 4.106.4.1 and 4.106.4.2 to facilitate future installation and use of EV chargers. Electric vehicle supply equipment (EVSE) shall be installed in accordance w/ the California Electrical Code, Article 625. Exception: On a case -by case basis, where the local enforcing agency has determined EV charging and infrastructure are not feasible based upon one or more of the following conditions: 1.Where there is no commercial power supply 2. Where there is evidence substantiating that meeting the requirements will alter the local utility Infrastructure design requirements on the utility side of the meter so as to Increase the utility side cost to the homeowner or the developer by more than $400.00 per dwelling unit. 4.106.4.1- Electric Vehicle (EV) charging - For new one- and two-family dwellings and townhouses w/ attached private garages. For each unit install a listed raceway to accommodate a dedicated 208/240 -volt branch circuit. The raceway shall not be less than trade size 1 (nominal 1 -inch inside diameter). The raceway shall originate at the main service or sub anel n h a d s all terminate into a listed cabinet box or other enclosur I e in c ose roximit to the ro osed locatio P p y p p not an EV charger. Raceways are required to be continuous at enclosed, inaccessible or concealed areas and spaces. The service an I n - p e a d/or subpanel shall provide capacity to install a 40 ampere minimum dedicated branch circuit and space(s) reserved to permit installation of a branch circuit overcurrent protective device. The service panel or subpanel circuit directory shall identify the overcurrent protective device spaces(s) reserved for future EV charging as "Ell CAPABLE". The raceway termination location shall be permanently and visibly marked as "EV CAPABLE". 4.106.4.1.1- Electric Vehicle (EV) charging - New Mufti -family dwellings. Where 17 or more multi -family dwelling units are constructed on a building site, 3% of the total number of parking spaces provided for all types of parking facilities, but in no case less than one, shall be electric vehicle charging spaces (EV spaces) capable of supporting future EVSE. Calculations for the required number of EV spaces shall be rounded up to the nearest whole number. 4.106.4.2. - 1 Electric Vehicle char in s aces EV s ace location - n s Co struction documents shall indicate the loco ' g g P ( P ) tion of ro osed a I EV s ices. At least one EV s ace alio I be located in common use areas rid avail. I p P p p a b e for use by all residents. When EV char er re ns aIle a i g s a i t d, EV sp ices requ red by Section 4.106.4.2.2, Item 3, shall comply w/ at least one of the following options: 1. The EV s ace shall be to ated adjacen n c sibl kit p c � t to a aces a par ng space meeting the requirements of the California Buildin ode ha ter A llow f C C it to a use o the EV char er from the accessible arkin a g p g p g sp ice. 2. The EV space shall be located on an accessible route, as defined In the California Building Code, Chapter 2, to the building. 4.106.4.2.2 - Electric vehicle charging space (EV space) dimensions - The EV spaces shall be designed to comply w/ the following: The min. length of each E space shall be 18 ft. The min. width of each EV space shall be 9'. One in every 25 EV spaces, but not less than one shall also have an 8 ft. wide min. aisle. A S' wide min. aisle shall be permitted provided the mir width of the EV space is 12'. Surface slope for this EV space and the aisle shall not exceed 1 unit vertical in 48 units horizontal in any direction. 4.106.4.2.3 - Single EV space required - Install a listed raceway capable of accommodate a dedicated 208/240 -volt dedicated branch circuit. The raceway shall not be less than trade size 1(nominal 1 -inch Inside diameter). The raceway shall originate at the main service or subpanel and shall terminate into a listed cabinet, box or other enclosure in close proximity to the proposed location of an EV charger. The service panel and/or subpanel shall provide capacity to install a 40 -ampere minimum dedicated branch circuit and space(s) reserved to permit installation of a branch circuit overcurrent protective device. 4.106.4.2.4 - Multiple EV spaces required - Construction documents shall indicate the raceway termination point and proposed location of future EV spaces and EV chargers. Construction documents shall also provide information on amperage of future EVSE, raceway methods(s), wiring schematics and electrical load calculations to verify that the electrical panel service capacity and electrical system, including any on-sfte distribution transformer(s), have sufficient capacity to simultaneously charge all EV's at all required EV spaces at the full rated amperage of the EVSE. Plan design shall be based upon a 40 -amp min. branch circuit. Raceways and related components that are planned to be installed underground, enclosed, inaccessible or in concealed areas and spaces shall be installed at the time of the original construction. Energy Efficiency 4.201.1-5.201.1- Low-rise residential (Section 4.201.1) and high-rise residential/hotel/motel (Section 5.201.1) building shall meet or exceed the minimum standards design required by the California Energy Standards. Standards for residential buildings do not require compliance with levels of minimum energy efficiency beyond those required by the 2013 California Energy Code. Water Efficiency and Conservation Indoor Use - 4.303.1- Water Conserving Plumbing Fixtures and Fittings. - Plumbing fixtures and fittings shall comply with the following: 4.303.1.1 - Water closets flush volume shall not exceed 1.28 gals per flush. 4.303.1.2 - The effective flush volume of wall mounted urinals shall not exceed 0.125 gals. per flush. All other urinals flush volume shall not exceed 0.5 gals per flush. 4.303.1.3.1- Single showerheads shall have a maximum flow rate of not more than 2.0 gpm. 4.303.1.3.2 - Multiple showerheads shall have a combined flow rate of all showerheads and/or shower outlets controlled by a single valve shall not exceed 2.0 gpm or only one shower outlet to be in operation at a time. 4.303.1.4.1- Residential lavatory faucets maximum flow rate shall not exceed 1.2 gpm. The minimum flow rate shall not be less than 0.8 gpm. 4.303.1.4.2 - Lavatory faucets in common and public areas of residential buildings shall not exceed 0.5 gpm. 4.303.1.4.3 - Metering faucets shall not deliver more than 0.25 gals per tycle. 4.303.1.4.4 - Kitchen faucets maximum flow rate shall not exceed 1.8 gpm. Kitchen faucets may temporarily increase the flow above the maximum rate, but not to exceed 2.2 gpm. Note: When complying faucets are unavailable, aerators or other means may be used to achieve reduction. 4.303.2 - Plumbing fixtures and fittings shall be Installed in accordance with the Plumbing Code, and shall meet the applicable standards referenced in Table 1701.1 of the California Plumbing Code. Outdoor Use - 4.304.1 - Irrigation Controllers - Automatic irrigation system controllers for landscaping by the builder and installed at the time of final ins a io hall m I w' h f llowin p ct n s co pl y nth l e o g. 1. Controllers shall be weather- or soil moisture -based controllers that automatically adjust irrigation in response to changes in plant watering needs as weather or soil conditions change. 2. Weather based controllers without integral rain sensors or communication systems that account for rainfall shall have a separate wired or wireless rain sensor which connects or communicates with the controller(s). Material Conservation and Resource Efficiency 4.406.1- Rodent Proofing - Annular spaces around pipes, electric cables, or other openings in sole/bottom plates at exterior walls shall be closed with cement mortar, concrete masonry or a similar method acceptable to the enforcing agency to prevent passage of rodents. 4.408.1- Construction Waste Reduction of at least 65% - Recycle and/or salvage for reuse a min. of 65% of the nonhazardous construction and demolition waste in accordance w/ either Section 4.408.2, 4.408.3 or 4.408.4, or meet a more stringent local construction and demolition waste management ordinance. 4.408.2 Construction Waste Management Plan - Submit a construction waste management plan meeting items 1-5 in Sectior 4.408.2. Plans shall be undated as necessary and shall be available for examination during construction. 4.408.3 - Was ane n n - 'lit n to M eme t Com a Utu ze a waste ma a ement coon an a roved the enfor in n g pl y g p y, pp by c gage icy, which can provide verifiable documentation that diverted construction and demolition waste materials meet the requirements i Section 4.408.1. 4.408.4 - Wast tr a u i ft r - h e 5 e m Red ct on A e native Pro'ects t at emanate a total combined wet h f cons ru fon an 1 g g to t ct d demolition waste disposed of in landfills, which do not exceed 3.4 lbs per sq. ft. of the building area shall meet the min. 65% construction waster reduction requirement in Section 4.408.1. 4.408.4.1- Waste Stream Reduction Alternative (High -Rise Residential) - Projects that generate a total combined weight of construction and demolition waste dis osed in landfills which do not ex d r p see 2 lbs pe sq. ft. of the building area, shall a meet the min. 65/o construction waste reduction re uirement in Section 4 408. q 1. Building Maintenance and Operation 4.410.1- Operation & Maintenance Manual - An operation and maintenance manual shall be provided to the building owner or occupant. 4.410.2 - Recycling by occupants - Where 5 or more mufti -family dwelling units are constructed on a building site, provide readily accessible area(s) that serves all buildings on the site and is identified for the depositing, storage and collection of non -hazardous materials for recycling. Exception: Rural jurisdictions that meet and applyforthe exemption in Public Reources Code Section 42649.82 (a)(2)(A) el seq. are not required to comply w/ the organic waste portion of this section. Environmental Quarity 4.503.1 General - Any installed gas fireplace shall be a direct -vent sealed -combustion type. Any installed woodstove or pellet stove shall comply with US EPA New Source Performance Standards (NSPS) emission limits as applicable. Woodstoves, pellet stoves, and fireplaces shall also comply with applicable local ordinances. 4.504.1 Coverings of Duct Openings and Protection of Mechanical Equipment during Construction - Duct openings and other related air distribution component openings shall be covered during construction. 4.504.2.1- Adhesives, Sealants and Caulks - Shall be compliant with VOC and other toxic compounds limits. 4.504.2.3 - Aerosol Paints and Coatings - Shall be compliant with product weighted MIR limits for ROC and other toxic compounds. 4.504.3 - Carpet Systems - Shall be compliant with VOC limits. 4.504.4 - Resilient Flooring Systems - 80% of floor areas receiving resilient flooring shall comply with the VOC - emission limits defined in the Collaborative for High Performance Schools (CHPS) Low -emitting Materials list or to be certified under the Resilient Floor Covering Institute (RFCQ FloorScore Program. 4.504.5 - Composite Wood Products - Particleboard, medium density fiberboard (MDF) and hardwood plywood used in interior finish systems shall comply with low formaldehyde emission standards. 4.505.2 - Concrete Slab Foundations - A vapor retarder and capillary break is installed at slab on grade foundations. 4.505.3 - Moisture Content of Building Materials - Wall and floor framing materials shall be checked before enclosure. 4.506.1- Bathroom Exhaust Fans - Exhaust fans which terminate outside the building are provided in every bathroom. 4.507.2 - Heating and Air Conditioning System Design - Duct systems are sized , designed, and equipment selected using the following methods: 1. Establish heat loss and heat gain values according to ANSI/ACCA 2 Manual 1 or equivalent. 2. Size duct systems according to ANSI/ACCA D-2014 (Manual D) or equivalent. 3. Select heating and cooling equipment according to ANSI/ACCA 3 (Manual S) or equivalent. Installed & Special Inspection Qualifications 702.1- HVAC system installers are trained and certified in the proper installation of HVAC systems and equipment. 702.2 Special inspectors must be qualified and able to demonstrate competence to the enforcing agency in the discipline in which they are inspecting. 703.1- Documentation - Verification of compliance with the code may include construction documents, plans, specifications builder or installer certification in spection reports, or other methods of acceptable to the enforcing agency which show substantial conformance. TABLE 4 504.1 ADHESIVE VOC LI MiT'� >< Less loner and Lt�s Exempt. Compautnds In G+rtrns par Lttor AR CH iTECTU RAL A PPLICATION S VO C UM IT Ind:�orcaipct adhtsinres 5U Carpet pad. adhesiars 501 Outdoorc3rrct adhesives 1St) Wood floorin- usdhesive 100 C' . Ru bb cr Poor eadhc.a4 ss ta-r Suhflroracihcsiti~es - 50 CeTr rnic file ndhesivr s 6� VCT and asphalt titc adhesives 5U Dtyvrall and panel adhcsir�rs iij mr batse a,dhes ves 5(j h(ultiprurpose consuwtion ad.hestvrx 70 Structure! ELTzin- adhirsivei 100 Single -ply mof membrane adh''si~r•cs >30 Other adhtsivm not specifically listed 5f3 SPEGUSLTY i,PPLIGATIONS 350 PVC welding 511j CPVC vac! ding 490 ADS wrld ing 33 5 Plasticeernenlymiding ` IS0 Adhesive primc r for Clastic 550 rCctntwt adhesive 80 Speaal purpose contoict adhesive 250 Structural wood member adhesive 140 Top and trim adhesive -250 �. 5 25(j Mctal to molal iU Plzstic foamy 50 Porous material (except wood) 50 Wcad 30 Fibcr lass F tit? I, Ifan adhe,siv a B used tin bond dissirrriLir stths"cs together, the actli sive with the hiahest VOC content shall be alto-Avcl. L. For aididc ml irnformatirn i -parading tncdx�ds foo meastim the Vr.0 cmteat s �eif►�i in this tahl�. sec Srnuth onst 4 }t C Au r lZualit; I1ta na�crn e: itt Dt. to cit Rune 1161% TABLE 4.04 Z SEALANT VOC LIMIT Loss WVBttor and Loss Extampt ComDotmtls in Grams Derytor Todd Bailey, Plan Reviewer Digitally signed by Todd Bailey, Plan Reviewer DN: cn=Todd Bailey, Plan Reviewer o=TRB +Associates,inc., ou=Code Compliance, email=tbailey@trbplus.c om, c=US Date: 2017.07.24 17:20:07 -07'00' TABLE 4.5504.3 VOC C011+TENTLikftTS F0f3 ARCHIITECTURALCOATINGS" Grams of V0C pe r L.1tar of Coating. Less Water and Logs Exernp-t Conrtpourttlrs u Architcrturat 250 Marim: dcrl: 760 N:,nmzmbrane r-,vf N30 Road way 250 Singly: -ply roof membrane 450 Othcr 420 SEALAeNT PRIMERS YJ Amhitmiural Nonporous Poimtts 250 775 Modified Ntu"rims 500 Marino dock 750 Other 750 Todd Bailey, Plan Reviewer Digitally signed by Todd Bailey, Plan Reviewer DN: cn=Todd Bailey, Plan Reviewer o=TRB +Associates,inc., ou=Code Compliance, email=tbailey@trbplus.c om, c=US Date: 2017.07.24 17:20:07 -07'00' TABLE 4.5504.3 VOC C011+TENTLikftTS F0f3 ARCHIITECTURALCOATINGS" Grams of V0C pe r L.1tar of Coating. Less Water and Logs Exernp-t Conrtpourttlrs 1. Crams elf VOC per 1i ler of ecuting. including anter and ►nclud ing esi- T conVovnds.. 2 Tb! spe-cificd limits remain in effect urdess riev(scd linrits atrc tistrd in sut"_ Uentcolumnsinthetable. 3. Vnlu�S in t tis table are dmiwd 9ivm dwse sf+eeificd ky the CaW.irnia Air Reynurres BcoA. Ambitectunl Ccatings Su-<<--t,d ccii incl Ntesmm Fc+m my 1.:!(fN. h1cve i arromation R arailehi- fm -m fir Air Rew. urc+s Ranrd. TABLE 4-.5504„5 FORMALDEHYDE MUM Ltarimum Forlm-aldohv& Emissions in Rates norLriIlion PR:�Dur.T u E-lst ta7t n � C t � i r -� NonfIZ2 c oatin-mv 1 Qfj Nonflot-high Floss coatings ISO SPEMALTY COATINGS D..I 1 Aluminum tpof contincs 400 Ba�mrnt Tecialty coalin�s 400 B;tuminnus trxhf etvttin�% YJ Bituminous riceofprimcn 35u;i Bond hrrakl:rz -350 Concrete cvnng compound. 350 Concretedmnonry skaters 10('i DO-wc+n-av scalcrs itt Ury fog coatin;i 150 Faux linishinr coatings 350 lirr re sits tnrrc coat ings 350 Floor c oatin os 100 F loon-rcicas c compounds 25U Graphic nuts coatings (sign paints) 500 High trmperalurr Claritings 420 Industrial maintmancc coatings 25Q Lox solids coaungs 120 141agricsitecernent coatings 450 Mastic ("lure crxntings 100 Mlctallic pi^•mcntcd coatings 34x;1 lyiulticolar coatings 25(j Prctrentment •ash primers 4-'-0 Prirncn, sen lem. rm d u n dem naters 1 L10 S iCc.Yctt t ctraUn scdl�cts p� � j 3, (? Rr.� clod coelia QS �5 Roof cuatiaLS SO Rust preventativc coarings 5U Shcllxs Clear Opsquc 730 550 Spccis.ltvprimcr� sralcrs rind undercoaters 100 51.Yins 250 S tone ccnsolid mts SIJ Swimming pool coa.tinas N_ 0 1 mflic marking coaImgs I00 Tuh and tilt refinish ccmtitr-:s -420 WatcrprvAin- manbrarrs 250 Word contings 273 Wood prcccrvati�rx 350 Zinc -rich pr-imcmx 340 1. Crams elf VOC per 1i ler of ecuting. including anter and ►nclud ing esi- T conVovnds.. 2 Tb! spe-cificd limits remain in effect urdess riev(scd linrits atrc tistrd in sut"_ Uentcolumnsinthetable. 3. Vnlu�S in t tis table are dmiwd 9ivm dwse sf+eeificd ky the CaW.irnia Air Reynurres BcoA. Ambitectunl Ccatings Su-<<--t,d ccii incl Ntesmm Fc+m my 1.:!(fN. h1cve i arromation R arailehi- fm -m fir Air Rew. urc+s Ranrd. TABLE 4-.5504„5 FORMALDEHYDE MUM Ltarimum Forlm-aldohv& Emissions in Rates norLriIlion PR:�Dur.T CURRENT LITAT 1'1'arxiwood lywo� d v'en,_►-m core 6.t n liard�r JYYE' . � o i o d and crtn s tt con fT5 4. _ l-hdicleboard 0.00 'tedium dernity fitkr tx-a d D..I 1 Thin medium dcn,,it',• fifvftnud` 0.13 1. Yaluc5 in thin MINe ire d:ri••Yd from theme 5p,aclticd by the California Air Resoarees Boand. Air Toaicx cCL--ctrDl full asn,r 'for Composite Wood zits k,md iri accordance with ASTM E 1333. For additional Information- s Cad! forma Code. t?fRegnt-Raton., Title 17.Sec.boni 931':0thmugh9_112D.12. 7Miintn+riiivmi4.,mkvfirt-rivnrrlFn%am-irimy-imthirknr-cnf-5/._in•h(i:mmn NOTE : THE PROJECT MANAO ER OR OENERAL CONTRACTOR lel I LL BE THE RESPONS I BLE PERSON TO COLLECT AND PROVIDE BIER I E I GAT I ON OE CALOREEN COMPLIANCE TO THE BU I LD I NO INSPECTOR PRIOR TO BU I LD I NO E I NAL . Revision Date By' N C\ .- F""11 W.-. �t 04 O ^^. h+i > V M ..+ Wit v . O rte, �i"� `c n N o � _„ au n " v U M. !y 1�' @) o w u M P�// W U ca V p,- 0/ a 1^�1 "C W c W a O a en ' y cc M V1 W V1 W W W � X V Qr.;, O 1 F- H Z W i� �H--�q M W W X F -f E0 ARC [�S pRY A y�l v 0 * No. C21283 � �� REN. 7/17 �� OF C A�-���� RE51 DENTI AL GALOREEN MANDATORY MEA5URE5 Date 2017 Scale Drawn Job sheet of sheers .al m v 0 0 0 t- 0 N ti MINIMUM EROSION AND SSD I MENT CONTROLS FOR PROJECTS D I STURBI N& LESS THAN ONE ACRE THE BMP15 (BEST MANAGEMENT PRACTICES) LISTED BELOW MUST BE IN PLACE AT ALL TIMES THROUFHOUT THE YEAR. THE BMP'S LISTED ARE MINIMUM REQUIREMENTS AND ADDITIONAL BMPS COULD BE REWIRED BASED ON 51TE CONDITIONS. I. 5TABILIZED ENTRY: PROVIDE MINIMUM S' TO b' FRACTURED ROCK 50' LONG x 15' WIDE BY b" DEEP OVER CONSTRUCTION GRADE FABRIC.. 2. ALL SOILS TRACKED ONTO PAVED ROADAAY5 MU5T BE CLEANED ON A DAILY BA515. W --N 5TREET5 ARE WET OR DURING A RAIN EVENT THERE 5HAL.L BE NO TRACKING OF 501L5 ONTO THE 517;EET. 5. NATTLE5 SHALL BE IN5TALLED PROPERLY, BEHIND CARS OR 51DEWALK5. 4. ROCK BAG5 (MINIMLH 2 PER SIDE) AT ALL DRAIN INLET LOCATIONS WITHIN 150' OF THE PROJECT SITE. 5. INTERNAL FILTERS SHALL BE PLACED INSIDE EACH DRAIN INLET. b. TRASH BAR5 5HALL BE PLACED ACROSS THE BACK OF ALL DRAIN INLET''. 1. STABILIZE ALL DISTURBED SOILS IN THE FRONT YARD AREAS WITHIN 15' OF THE BACK GARB OR SIDEWALK. (STRAW OR EROSION BLANKETS MAY BE USED FOR THIS APFLICAT10W 8. 5TABILIZE ALL 5LOPE5 HHERE EROS' ION COULD OGGUR AND GAU5E 51LT RUN OFF. (5TRAW„ V15OUEEN OR ER051ON BLANKETS MAY BE USED FOR TH15 APPLICATION) Q. ALL PAINT, ISL, CON5TRUCTION PRODUCTS ETC. SHALL BE STORED IN A COVERED LOCATION AWAY FROM 51DEWALK5 AND 5TORM DRAIN INLETS. 10. PORTABLE CHEMICAL TOILETS IF PROVIDED ON THE SITE MUST BE KEPT OFF OF STRUTS AND SIDEWALKS AND A LEAST 50' FROM THE NEAREST STORM DRAIN. 11. ALL TRASH MU5T BE COLLECTED AND 5TORED PROPERLY. DO NOT LET ITEMS 5UCH A5 DRYWALL MVD BO?CE5, PAINT BUCKET'", GLEANING MATERIAL GONTAINER.5, ETC. COIF IN CONTACT HTH ANY RAINFALL OR STORM WATER RUNOFF. 12. PROVIDE A DESIGNATED AREA FOR CONCRETE WASHOUT. HAY BAILS LINED WITH VISOUEEN MAY BE USED FOR THIS APPLICATION. ROLLA AY BINS MAY ALSO BE USED. ALL CONCRETE WASHOUT SYSTEMS SHALL BE PLACED OFF OF THE PAVED 5TR T5. �� 15. AFTER IN5TALLATION OF THE ABOVE ITEM5 ARE COMPLETE, A MAINTENANCE PRO�&RAM NEED5 TO M DEVELOPM TO INSURE THE CONTINUED EFFECTIVE E55 OF YOUR BMP'S. 100, .0-11.0-� � ice/ o o �i Goo ago .011 loo, /� 18���� � / ► �� Ile loo, �&to r .00e 000, l_ s �i I I I �� / / I I 100, �� // /��/ 1 I 000, ��0011 100, —71 l� / 0000,�/ 0000, 1-1 � 1 / i A �� l / I looll OUTURE5HOP \1 I � � 13 II I ► I HOU5r= � I � I Im I e ► �-- Ix -01 GLR. � \Y� / �I I � � � PROPOSED � 1500 6A1.. TANK 010 pip EY P66E I 1 � Ell i i i 1 � I 1 1 1 I 1 1 I I I� I c� 10 I I I I I I I I I 1 i P.O.G. TO now — —1.77:' — — � 1 5EWE R LINE) — ..� ...�� � 61W-+ 1 / r "�' 13a.�3 t Digit1 / 1 LOCATION �ey; Reviolly werigned by Todd Bailey, Plan X E \ T U GA N i� I I 11 = 40-01, Man Reviewer,,. DN: cn=Todd Bailey, Plan Reviewer, o=TRB+Associates,lnc., ou=Code Compliance, email=tbailey@trbplus.com, c=US Date: 2017.07.25 13:01:18 -07'00' (D LO 0 0 N OWNER: Paul Gamus i 51 TE I NFO: TUSGan Drive -Lot 18 SHEET GREGORY A. P E I T Z ADDRE55: Tuscan Drive - Lot IS Butte County, CA y ARCHITECT F Butte County, California I 1APN: 2.18 ACRE5 383 Rio Lindo Ave. Chico, CA. 95926 (530) 894-5719 PHONE: 055-540-054 of: ONE (D LO 0 0 N N CGOVL, 2016 GBG, 2016 GRG 2016 CEG, 2016 GPO, 2016 OMC, 2016 CFO, 2016 CALIF. HEALTH 4 SAFETY CODE AMENDMENTS 2016 CALIF. ENERGY CODE EFFICIENCY STANDARDS, ZONE II 2016 CALIF. ACCESSIBILITY REQUIREMENTS AMERICANS H/ DISABILITIES ACT, 2015 EDITION NFPA 101, 2016 OGB50 OCCUPANCY GROUP: GROUP: R3 / U ALLOWABLE HEIGHT AND BUILDING AREAS (TABLE 503) ALLOWABLE AREA: UNLIMITED ACTUAL FLOOR AREA: 4682 50. FT. ALLOWABLE 5TORY/HEIGHT: (3) STORIES / 40'-0" ACTUAL 5TORY/HEISHT: (1) STORIES / 2a'-6" CONSTRUCTION TYPE: TYPE VB AUTOMATIC SPRINKLER: REQUIRED HILDLAND URBAN FIRE INTERFACE: REQ'D., SEE HUI 5HT. MATER HEATER MANDATORY FEATURE5 WATER HEATING SYSTEMS USING GAS OR PROPANE HATER HEATERS TO SERVE INDIVIDUAL DWELLING UNITS SHALL INCLUDE THE FOLLOWING COMPONENTS: I. A 120V ELECTRICAL RECEPTACLE THAT IS WITHIN 5 FEET FROM THE HATER HEATER AND ,ACCESSIBLE TO THE HATER HEATER WITH NO OBSTRUCTIONS 2. A OATEGORY III OR IV VENT, OR A TYPE B VENT WITH 5TRAIGHT PIPE BETWEEN THE OUTSIDE TERMINATION AND THE SPACE WHERE THE HATER HEATER 15 INSTALLED 3. A CONDENSATE DRAIN THAT IS NO MORE THAN 2 INCHES HIGHER THAN THE BASE OF THE INSTALLED HATER HEATER, AND ALLOWS NATURAL DRAINING HITHOUT PUMP ASSISTANCE 4. A GAS SUPPLY LINE WITH A CAPACITY OF AT LEAST 200,000 BTU/HR. FLOOR PLAN 1/4" I `O 1 L : THIS FROJEOT 15 LOOATED IN A W I LDLAND URBAN INTERFACE AREA. SEE SHEET NUI FOR REG2U I REMENT5 NORTH Revision: Date: By: N N W tn ci Mei U � u� .. A. U tm U O W o a en ' y M co 4 O O V ✓ LO O • Z `JJV (t O r CC) co l 7 v CO I cd f 1 'f -TWl Q V V ^o rl VLA 43 ARcy RY A • ,off/�t�` * No. 2 283 N� RE . /19 ic OAMU51 Date MAY 2017 Scale Drawn DAVID 5. Job I-7-2288 Sheet Of Sheets C -7-1C ENERAL. NOTES MISCELLANEOUS PROVIDE 4" HIGH x �" WIDE STREET ADDRESS NUMBERS OF CONTRASTING COLOR, VISIBLE FROM STREETS. FIRE SPRINKLER SYSTEM 15 REQU I RED PER CRC R315.3 OR NFPA 15D. FIRE SPRINKLER PLANS SHALL BE SUBMITTED UNDER SEPARATE COVER; SUCH PLANS MUST BE APPROVED, PERMIT ISSUED, AND HAVE INSPECTION BY THE FIRE MARSHALL PRIOR TO BUILDING CLOSING IN. GARAGE MAN DOOR TO BE SOLID CORE 1-5/8" THICK OR 20 MIN. FIRE RATED DR. w/ SELF CLOSING DEVICE PER CRC 8302.5.1. ALL DOORS w/ GLAZING TO BE TEMPERED GLAZING. nAl r ==r= I. CONCRETE TO BE 5 SACK MIX, 2500 PSI ® 28 DAYS 2. REINFORCING STEEL TO BE INTERMEDIATE GRADE DEFORMED BARS -TYPE N OR 40. ROUGH CARPENTRY I. INSTALL BLOCKING AS REQUIRED TO SUPPORT FINISH HARDWARE AND FIRE STOPPING TO CUT OFF CONCEALED DRAFT OPENINGS AS REQUIRED BY CODES 2. STRUCTURAL FRAMING SHALL BE DOUGLAS FIR TO THE GRADES INDICATED OR BETTER (WWPA GRADING RULES) UNLESS NOTED OTHERWISE. CONCEALED 4x BEAMS 4 POSTS ......................... NO. 2 EXPOSED 4x BEAMS $ POSTS...............................NO. I (ox BMS 8 POSTS.........................................................NO. I 2x JO15TS AND RAFTERS........................................NO. 2 STUD, SILLS, PLATES...................................................NO. 2 SILLS ON CONCRETE...................................................PTHF MISC. FRAMING NOT NOTED....................................NO. 2 5. PLYWOOD SHALL BE OF THE DESIGNATED GRADE AND SHALL MEET THE REOUIREMENT5 OF THE U.S. PRODUCT STANDARDS PS I-83. 4. NAILS AT PLYWOOD PANELS SHALL HAVE s/8" EDGE DISTANCE AND SHALL NOT PENETRATE FACE -PLY. 5. NO PIECE OF PLYWOOD ROOF, FLOOR OR WALL SHEATHING SHALL BE LESS THAN 12" IN LEAST DIRECTION. 6. FRAMING HARDWARE SHALL BE 51MPSON STRONG -TIE OR APPROVED EQUAL, WITH CONNECTORS AS SPECIFIED. 7. PROVIDE SOLID BEARING CONTINUOUS FROM ALL BEAMS TO FOUNDATION. 8. PROVIDE FIRE BLOCKING IN CONCEALED SPACES VERTICALLY AND HORIZONTALLY IN ACCORDANCE w/ 2016 CRC SECTION R502.11. Q. FASTENERS FOR PRESERVATIVE TREATED AND FIRE TREATED WOOD SHALL BE OF HOT DIPPED ZINC, COATED GALVANIZED STEEL, SILICON BRONZE OR COPPER. THE COATING WEIGHTS FOR ZINC COATED FASTENERS SHALL BE IN ACCORDANCE w/ A5TMA 155. 2016 CRC SECTION 8517.5. Y IO.EACH SIDE OF TOP PL. LAP SPLICE SHALL HAVE (8) 16d (5�" x .155"O) MIN., TYP. 11. TYPICAL FASTENERS SHALL BE INSTALLED IN CONFORMANCE w/ GBG TABLE 2504.10.1. 12.5TRUCTURAL COMPOSITE LUMBER SHALL BE VERSA -LAM Fb5100 OR VERSA -RIM A5 MFR. BY B015E CASCADE. 15.BEARING WALL HDRS. SHALL BE 4x10 #2 OR 6x8 D.F. #1 MIN., TYP., U.O.N. a l 1 It.A1=t 1 t.l� I. THE AGGREGATE AREA OF PLUMBING VENTS SHALL BE 12.57 SQ. INCHES, MIN. 2. GAS FIRED WATER HEATER TANKS SHALL BE FASTENED TO THE ADJACENT FRAMING w/ 16 GAUGE METAL STRAP (0516 OR EQ.) w/ MIN. 2" LONG #12 WOOD SCREWS ® 4" ABOVE CONTROLS AND WITHIN 12" OF THE TOP OF THE TANK. 4. SHOWER AND TUB-5HOWER COMBINATIONS SHALL BE PROVIDED w/ INDIVIDUAL CONTROL VALVES OF THE PRE55URE BALANCE OR THE THERMOSTATIC MIXING VALVE TYPE. 5. INSTALL A 4" DRAIN FOR BUILDINGS PROVIDING MORE THAN (5) WATER CLOSETS. 6. HORIZONTAL DRAINAGE PIPING SHALL BE 2% MIN. SLOPE. 7. SHOWER AND TUB/SHWR WALLS SHALL HAVE A SMOOTH, HARD, NONABSORBENT SURFACE o/ A MOISTURE RESISTANT UNDERLAYMENT TO A HEIGHT OF 72" ABV. FINISH FLR. DRAIN INLET, PER CRO R307.2 8. A NON -REMOVABLE BACKFLOW PREVENTION DEVICE SHALL BE INSTALLED ON ALL EXTERIOR H05E BIBS. a. THE WATER HEATER'S TYPE 'B' GAS VENT SHALL TERMINATE NOT LESS THAN 5' IN VERTICAL HEI GHT ABOVE THE HIGHEST CONNECTED APPLIANCE DRAFT HOOD OR FLUE COLLAR. 2. 5. MECHANICAL DRYER DUOT TO BE MIN. 4" -V TO THE OUTSIDE, EQUIPPED WITH A BACK -DRAFT DAMPER. 4"0 DUCT LENGTH 15 LIMITED TO 14' WITH 2 ELBOWS. OTHER LENGTHS OR SIZES AS PERMITTED OR REQUIRED BY THE MANUFACTURE'S INSTALLATION INSTRUCTIONS MUST BE APPROVED BY BUILDING OFFICIAL. (SUBMIT REQUEST FOR MODIFICATIONS) SINGLE-WALL METAL PIPE SHALL NOT BE USED AS A VENT IN DWELLINGS AND RESIDENTIAL OCCUPANCIES. ALL EXHAUST DUCTS SHALL TERMINATE NOT LESS THAN 5' FROM A PROPERTY LINE OR OPENINGS INTO THE BUILDING. SPARK ARRESTOR CAP H/ 5HT. MTL. SCREEN TURAL GRADE RI 6HT S 1 DE EL.E\/ATI ON 1/4" = 1'-0" FLAT TILE ROOF l..l'% 1 LI11J V LJLI./LJ. PAPER OR EQ.. 4" CLR. TO EARTH AND 2" TO GONG. FOR WEEP SOREED t=RO lT F.LEI/ATION 1/411=11-0" BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CQ ��__MPLQNC�DATZBY Revision: Date: By. N n H � w 00 M ++ tx U � I� � 4-A Wo � a oA M Co O O d" LO r� V LO wa-I CD (5 Q) Y) •1-I O F --I , 0 o O �u Q) Ct U co E-� 43 S�� ARCy v * No. C 28 /19 I CAMU51 2�iQ8 Date MAY 2017 Scale Drawn DAVID S. Job 17-2288 Sheet Of Sheets v�k Lf- cc? � Q co 0 0 ei ti ri 0 N O N N LEFT SII7r= ELEVATION 11411 _ I,—o„ Ll [1.. 11 ' PERMIT# VDI BUT E COUNTY DEVELOPMENT SERVICES _ REVIEWED FOR 3 -GOAT STUGGO o/ (2) O ) 01VI PLI C C LAYERS GRADE D BLDG. CRANL 5FACE DOORNT DAT PAPER OR EG . - - ---- REAR ELEVATION 1/411 = Revision: Date: By: NCN N CN 4 00 in q • a .Q Imo' j.Ty u a� O �W W o � a co CD iO W U LO O .1--q (o ��-1 W Y) •� •rernn V �4 O o �� . , Q, � Q CYJ c� U E -I -ij ARCy%� c��SGo c� * No. 2128 .7/19 C AMUS1 Date MAY 2017 Scale Drawn DAMP S. Job —255 1 CJ C/ 11—:2255 2 Sheet Of Sheets a 66 0 0 ei E` 0 N O 04 7 15 I ul I I L J CONT. 0516 STRAP NAILED o/ ROOF PLY INTO SOLID ELKO. w/ 95d'5 ® 2" O.G. II L — -A CONT. GSI& STRAP NAILED o/ ROOF PLY. INTO SOLID BLKG. w/ 95615 ® 211, O.G. 4' LONG C516 STRAP, BOTTOM OF G.L. BM. TO TOP OF GIRDER TRU55- 6:12 TOP PLATE, BEAM 4 5y2" x 12" 24F -V4 oSr CEILING ® 101-63/4" HERE G.L. BM. HEADER P41 DBL. TRIMMERS (4) H6 STRAPS, i GIRDER TO POST BELOW 7 — 7 -20 -I -T I II II 11 II II ATTIC MTD. F.A.U., EI - I I I I NOTE 6® ROOF I ATTIC MTD. NOTES, SEE DETAIIL 3 I I I I F.A.U., SEE II NOTE 6 ® I A ROOF NOTES, 3 I SEE DETAIL II WOOD BURNING FIREPLACE CHIMNEY FgOIM r - - - - - - - - - - - NI BELOW w/ I" MIN. CLEARANCE TO DOME�UgTIBLE I I r - i 4.86K i I I DRAG I I I TRUsS L — -U — I I I I I I I I I 001I II II I I II II I I I ii II101 I II I N I I I I I I I I i I I II I i i I I I I I 1 �-20-17 I I 1 I I (3) H2.5T'S ®- CGIRDER TRUSS25 TO POST BELOW I I G NT. 0516 STRAP 6:12 NAILED o/ ROOF LY 6:12 I I I ( INTO SOLID BLKG w/ _ II II d'S ® 21"' O.G. TRUSS ( I I TRUSS CCJJ -0 Z 2 5 TOP PLATE 10'-63/4" HEF GIRDER TRUSS 1 N N TOP PLATE 12'-03/4" HERE-/ .B r 4 I I I rJ r I I r _ 6:12 -- TOP PLATE I ' I 10'-63/4" HERE PROVIDE SOLID BEARING UNDER GIRDER. TRUSSES. HHERE MULTIPLE STUDS ARE REQUIRED, FACE NAIL STUDS TOGETHER W 16d 51NKER5 ® 6" O.G., TVP. 6x8 D.F. #1 HEADERS, TVP., U.O.N. ��- BEARING WALLS SHOWN SHADED N `9 4 GIRDER TRUSS 1.4K DRAG (0: 12 TRUSS — (3) H2.5T'5 GIRDER TRU55 6}6 TO POST II ADsr 0 0 I I I I � I I Q IIw 6:12 ROOF14K I Q . �SPEG 1 AL I DRAG GIRDER I FTPIU55 - I II LONG G516 STRAP w/ (13) 95d'5 II Co. END ® UPPER TOP FL SPLICES. 5)/ x 15 " 24f -V4 O G.L. BM. HEADER II W DBL. TRIMMERS 61 II II COMMON TRUSS 5y2" x 15" 24f -V4 G.L. BM. HEADER TRUSS w/ DBL. TRIMMER GIRDER TRU55 N ROOF PLAN 1/4" = 1'-0" 0 NOTE: ROOF SHEATH I NO SHALL BE "TECH 5H I ELD" RAD I ANT -BARB) ER OR EQ. ROOF NOTF-S: I. ROOF FRAMING SHALL BE: PRE -MFR TRUSSES ® 24" O.G. TVP. U.O.N. 2. ROOF PITCH SHALL BE: 6:12, TVP. 3. ROOF O.H. SHALL BE: 1'-3" ® 6:12 PITCH 4. ROOF COVERING SHALL BE: GONG. TILE o/ (2) LAYERS 30# FELT o/ 5/g" GDX or 055. w/ Sd'S ® 6", 12" O.G. 5. REQUIRED ATTIC, VENTILATION: 4682 / 300 = 15.6 50. FT. OF NET FREE AREA VENTILATION REQUIRED. • LOW VENTING: PROVIDE (16) 5Y2"x225/8" 'VULCAN' OR Ea. EAVE VENTS ® .5 50. FT. EACH. TOTAL LOW VENTING PROVIDED: 8.0 50. FT. OF NET FREE AREA • HIGH VENTING: PROVIDE (12) O'HAOIN LOH-PROFILE FLAT VENTS ® O.bQ 50. FT. EACH. TOTAL HIGH VENTING PROVIDED: 95.295 50. FT. OF NET FREE AREA. 6. ATTIC MOUNTED F.A.U. PROVIDE SERVICE LIGHT w/ SWITCH ® AGGESS HOLE. PROVIDE IIOV SERVICE OUTLET ® UNIT. PROVIDE 24" HIDE CATWALK FROM AGGESS HOLE TO 30" 50. x 30" HIGH CLEAR MAINTENANCE PLATFORM ® UNIT. -1. (2) "ON DEMAND" HATER HEATERS IN AT T I C. PERMIT# BUTTE COUNTY DEVELOPMENT SERVICES ►'\ RAY I• �� Revision: Date: By: 0 -i -20-I GS N ` w E 00 Roo M U +•+ ISI U U"� ao O W Wo o0 ' ` M CYD CD O -t LO Q) U LO r --q CD ct Q) 00 0 p-' , 1 0 0 �u • Q) -fes c CCS U E -I di ARCy A AF/��C� �CJ��GORY * No 21283 N. 7/19 C GAMUSI 2ag8 Date MAY 2017 Scale Drawn DAVID S. Job I�-2288 Sheet 4 Of Sheets Q N 00 0 0 CO� COMF' E r o DAT 2 - 51 D I NC, SEE ELEVATIONS 0.1. FLASH I NC ROOF PLY. _ R50's a 4'-0" 1 x6 5PAGER O.G., TYP., U.O.N. SOLID ROOFING OVER BLOCKINGS E'N �f inFELT5 --\ `-''` `—I" MIN. AIR FLAN SPACE TO TRUSS, NAIL ROOF PLY TO INSULATION TOP CHORD W/ ad's ® 6" O.G. ®VENTS H2.5T CLIP a DIAMETER THAN PIN. EACH TRU55, (1) INSTALL IN GLEAN 26 GA. SHT. EACH 51 DE HOLE W " SI MPSON' MTL. FLASHING GIRDER • DRAG TRUSSES 32 5HEARPLY, ROCK SURFACE SEE PLAN 91 SAVE DETA I L R-1 I" = 1'-0" P.T. SILL w/Y2 " DIA. x 12" A.B. ® 6' O.G. AND 12" MAX. FROM ENDS w/ 5"x5"x.229" PLATE WASHERS, TYP. U.O.N. ROOF TO NALL PLASM I NC R-25 511 = II -011 6" x b" MIN. y2" PL -6^0. SEE FOUNDATION PLAN GUSSETS EA. 51DE w/ FOR FRAMING SIZES (5) 6 65 EA. TO POST 4 GIRDER --, z E.N. 4 FIAT.4x4 POST FINISH GRADE lX p% GRADE Z,—TOE-NAIL TO dJ v v REDWD. BLOCK z z z w/ (5) 5d'5 MIN. 6 PRECAST NAT. GRADE I II I MIN. dJ Nz GONG. PIER %2" EMBEDMENT � I1=III III =111=III-I - #4 TOP =1 I i= z -I 1- d 11=1 11-1 1 4 BOT. a I -I I H 11= _ z71 =1i1= 12" -III II I 11=1 1I II I II I II I II 11' or to lop la" 50. I - STORY FOOT I NC F I ER FOOT I NC F -I I " = I' -O" F-52.4 I " POST, SEE P.T. SILL W/ Y2 " DIA. x 12" A.B. a 6 FLOOR PLAN O.G. AND 12" MAX. FROM ENDS W/ POST TO MATCH 5"x3"x.229" PLATE WASHERS, TYP. SIZE AND POSITION FLR. PLYWD. OF POST ABOVE E. ABU BASE I 12" x 12"-20-1i z #4 BAR a GONG BASE E.N. ," O.G. EA. I�pl #4 VERT. a EA. - z ' l WAY dl � FINISH GRADE II 4 CONT. CORNER OF BASE NAT. GRADE I %�� #4 BARS 1" O.G. BOTH -I 11=1 I I 1 I I -I' 11=1 11=1 11=1 11=1 11=1 11=1 11=1 I I,; ' I -I I I- I I -I 11= -1 I I -I I i -III -III -1 11=1 I I-1 I I 1^1AYS :III -III I I 1 H I z I -1 I I -I I IIIIIII—liftIII 1A, I 'IllJill I I II I; 1 X, ,III„III=� I _ SEE FOUNDATION =1 I i -I 11=1 I I-1 11=1 11=1 11=1 11=1 11=1 11=1 I- =1 CONT. PLAN FOR FTG. -1 I -111=III ; ,111-1 11-111=1 I 1=111_11=1 I I DIMENSIONS. SEE PLAN FOOTING (BEYOND) F I ER FOOT I NC 12 SPREAD FOOT I NC (12) Ibd SINKERS ON (8) Ibd SINKERS ON BOTH BOTH 51DES OF WALL SIDES OF BUTT SPLICES IN INTERSECTION OR AS DOUBLE PLATE OR AS NOTED NOTED ON ROOF ON ROOF FRAMING PLAN,7� FRAMING PLAN 1 / 1�-TOP PLATE SPLIGE PLATE SPLICE DOUBLE TOP—' (2) Ibd COMMON OR BOX NAILS ON BOTH SIDES OF BUTT TYPICAL NAILING-Ibdl— SPLIGES IN TOP PLATE COMMON OR BOX NAILS a 16" O.G. NOTE5: I. THE NAILING SHOWN ABOVE IS REQUIRED AT ALL EXTERIOR WALLS (DIAPHRAGM BOUNDARIES) AND OVER ENTIRE LENGTH OF ANY WALL CONTAINING A SHEAR WALL TOF PLATE SPLICE DETAIL R-55 NOT TO 5G x 1�” ANGLE w/ " DIA. (2)" x 2" LONG THREADED LAG BOLTS INTO TRUSS OR ROD TOP CHORD OF RAFTER TRUSS, TYP. 7, 4$, F.A.U. 1�" x IA" ANGLE w/ NUTS SEISMIC RESTRAINTS AND WASHER, TYP. (4) DIRECTIONS TERTIGHT CORROSION RE515TANT METAL DRIP PAN F.A.U. MOUNTI NC P.T. SILL W/ Y2" DIA. x 12" A.B. a 6' O.G. 4 12" MAX. FROM ENDS W/ 5"x5"x.229" PLATE WASHERS, TYP. ,N"I\ SOLID BLKG. SILL NAIL:]: T�wLgAB EAL 1V 2x STUDS NATURAL 16 O.G., C GRADE MATCH SIZE OF 5TUD5 ABOVE d �z IilI=1 mlll=III= III—ISI—_� I—I I F- _ a =III III III=III BOTTOM i l,„I I I= l 1=112„ INTERIOR FOOT I NC (I -STORY) F-25 I " = I' -O" 6" MIN: GIRDER TRU55 ,P H/ MIN. (I5) ad'5 EA. END (SKEWED 2x STUDS ® 16" 0.0__ n TRUSS STRAP ° SEE OTHER'.#5 AS SHOWN, IF NECESSARY) FLAN VIF.N TRUSS, NAIL ROOF PLY TO 4'-0" O.G. DRILL TOP CHORD W/ ad's ® 6" O.G. HOLE y8" LARGER IN DOUBLE 2x TOP PLATE DIAMETER THAN PIN. Ib" INSTALL IN GLEAN 26 GA. SHT. 0516 STRAP w/ HOLE W " SI MPSON' MTL. FLASHING EA. EENDND MIN. EA • Water Heater 2x STUDS ® 16" 0.0__ n TRUSS STRAP ° SEE OTHER'.#5 REBAR a 6'-0" DETAILS FOR •' O.G. or #4 REBAR FOOTING • 4'-0" O.G. DRILL DIMENSIONS - HOLE y8" LARGER IN ° DIAMETER THAN PIN. Appliance INSTALL IN GLEAN 26 GA. SHT. ° ° HOLE W " SI MPSON' MTL. FLASHING Water Heater SET-XPADHESIVE Water Heater 32 CFM ROCK SURFACE 5-4 I " = I'-0" P.T. SILL w/ Y2 " DIA. x 12" A.B. a 60.0. AND 12" MAX. FROM ENDS w/ "x5"x.229" PLATE WASHERS, TYP. U.O.N. z GONG. SLAB 5EE FOUND. PLAN ra .....�nullllllllllllll�l��Illll - �'�:��' i NAT. GRADE_ 1! i I I II 1111 111 I II I'1 III ry #4 TOP 4 m- III -1I I I I I=1 I I- BOTTOM III 77 111 11_1 ;,Ili- 01 12" C ARAC E FOOT I NC F-18 I" = I' -O" P.T.D.F. 2x10 LEDGER w/ y2" 0 xa" ANCHOR BOLTS 0 2'-0" O.G. W 5"x5"x.229 PLATE WA5HER5, TYP. U.O.N. "I" JOISTS - SEE FOUND. PLAN I TS2.51/9.5 HANGER5 F I NN I NO DETAIL 14 LET -IN LEDC ER r, F-51.4 I" = I' -O"' 1-1/2" = I' -O" 7-20-I1 ROOF PLY 1=.N. Total Section - 1 DRAG TRUSS Outlet - B EE ROOF PLAN FOR A55 SPACING LOCATIONS Outlet - D Outlet - E E.N. 5HEARPLY, SEE PLAN Cfm Appliance Fau Dryer DRAG TRUSS R-90 I" = 11_01' LINE OF STEMWALL BEYOND —x �" FELT TYPICAL STRIP EASED EDGE DRIVEWAY GONG. SLAB, SEE SLAB � I f� FOUNDATION PLAN a a d d d d' N � — GOVT. #4 TOP m i BOTTOM 12 MIN. TYP. U.O.N. 0'-\6ARA6F_ DOOR OFEN I NC :, / F-141 I" = I' -O" PIPING / CFM a, APPLIANCES Total Section - 1 Outlet - A Outlet - B Outlet - C Outlet - D Outlet - E Outlet - F Cfm Appliance Fau Dryer Fau Water Heater Stove w/Oven Water Heater 32 CFM 91 32 91 181 59 146 600 Branch Length (In feet) 1 23 66 58 60 53 37 A+B+C+D+E Branch Dia. (In inches) 3/4 1/2 3/4 1 1/2 3/4 600 Revision: PIPING @ SECTIONS Date:• Section - 1 Section - 2 Section - 3 Section - 4 Section - 5 ---- Outlet (Appliance) A B C D E F CFM 91 32 91 181 59 146 Length (In feet) 2 2 2 30 1 ---- C A+B A+B+C A+B+C+D A+B+C+D+E A+B+C+D+E+F -- Totals (CFM) 123 214 395 454 600 ---- Totals Length (In feet) 2 4 6 36 37 ---- Pipe Dia. (In Inches) 3/4 1 171/4 1-1/4 1-1/41 1 --- A FAU 100,000 btu Water Heater F Section - 1 160,000 btu NOTES: 1. The BTU values used in designing the gas pipe schematic are derived from the construction documents or from standard appliance values from table 1208.4.1 CPC 2016 2. The actual BTU appliance values may change during construction. It is the responsibility of the licensed plumber to check the values used in this design and the actual values installed. Any discrepancy shall be brought to the attention of the Architect / Designer and the person responsible for the gas pipe schematic. 3. If LPG gas is used, the final propane tank installation location may vary from the construction documents. The new location shall made know as per note #2 above. 4. The licensed plumber that is responsible for the installation of the gas lines shall provide a final gas line schematic drawing if any changes to the attached schematic are made. The new schematic drawing shall be provided to the local building official, Architect / Designer and the person responsible for this gas pipe schematic. 5. Optional Gas Dryer is included in this schematic. 6. CFM = BTU / 1,100 Branch - A Branch - B Branch - C - - - Dryer Section - 2 Stove E Section - 3 65,000 btu Branch- F Branch - E Section - 4 Section - 5 Gas Meter 35,000 btu B FAU 100,000 btu B Water Heater D 199 000 btu —jBranch - D PERMIT# I_JI �Z `l BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR COQ COMPL --BICE DAT NEW GAS PIPING SCHEMATIC Not to Scale N co O 0 e -I ti e -I O N O N � 11.E V ti t Date:• By: 0 -7-20-17 G5 N n H � o� w o 0 C a Ono V � Q U V bA � r � an O `/ �w w o a M opo ' y M co O I O LO Q� v io Cd U Cd I~ O p �-i (U N co (IO 4j AP 0 A • ��t�` C J� * o. C 283 ,O2EN 7/19 CAMU51 2q�i8 Date MAY 2011 Scale Dawn DAVID 5. Job I -T-2288 Sheet Of Sheets N co O 0 e -I ti e -I O N O N � 11.E V ti t 22'-E APRON 101-5-All TYP.- WHERE REQ'D SDI _ -- ------------- ----------- 3 [F---- -------------------------- - - - - - - - - - - - - - TYP. ---- - - - - - - - - - - - - - ------ ---------- - - -� 18'-l0" 2' 2" ( 01 SIM., TYP _ 17 I I REQ,D 4" GONG. SLAB w/ #4 s BAR ® 2'-0" O.G. 51M., TYP. BOTH WAYS o/ � SDI 24" SQ. x 12" I I = COMPACTED GRAVEL 1 O DEEP FOOTING _IJ _ r tu I I I I I I I I I m TYR PR VID 18'x24" I_ I I I I( I D- in RNH EQ DE SDI IEl G OL L _ rl4I II O TYP. 2 I I I I I I r 24" 5Q. x 12" o I I r 1 r 1 r 1 r_1 I I I �'-2"FTG.CL m L J L J L J L_ Ste- _ --- ---- ----�, I I I I /,6 LL i dp I 1" MINIMUM CLEAR, O�RDF�R TO 14 ST1�M V�IALL N HA GEfeS '1�YP I I I I I I I PROVIDE 18"x24" CRAWL HOLE 7-20-17 B I I I I I I I II I I I I I I I I I I I I� I I I I I II PDEEPS�FOOT N6 r7 I L -J �_J L J _J O n I I I I I I I II I �� I I I I I ► I � I I I I I I I I I I I I I I 4-1 r 1 I I I r-1 _1 - r-1 r- r 1 I r 1 -1 1 1 1 1_ i-1 I I I 1 11-11 L J L J -J -J _ L- L- L J I LIJ -IJ -J - I II I I I I I I I I I 11 1 1 1 1 1 1 1 I I I I I I I I I I I I �o I I I I I I I - �6 4" GONG.SLAB i I l I I I FOR A/C GOND. I - UNIT I I I I I I I I I s O. s sH� SE F N. B PN. "FROM N .s HERE LE: e I I I r 1 r-1 r 1 r 1 1 14-1 r 1 r 1 1 I I J L J L J L J J L J L 7 LJ L J L�. I I 1 I 8 I I I I i I I I 5 7 -20 -I -i I I I I I I 5 I 3Y2"x'1Y4" V5L. GIRDER, TYP I I ANCHOR BOLTS MI I I I I I I I r' ® 4'0.0. ® THIS X., P. 1d1 s/4" T1>: G GDX PLYWD., EXP. I, I I I SHEAR WALL SLOPE 51011 MAX. I771 -01 I ( I I I I I ("ADVANTEGH" OR EG) GLUED AND —� NAILED w/ 106 RING. SHANK NAILS ® 611, I I I I I I I 12 O.G. o/ qV2 BCI 6500 F.J. S ® 161, O.G. :26"50. x 12" r-1 1 r -1 CL DP. FTG. 26" 50. x 12" DEEP FOOTIi i R.O. FOR IS' GAR. G WL IHOLt I I I I 30' so x 12" - I I 36" Q.�c 12° I - DEE-10 'F OTING I O — — DEE FtlOTlri1G — — SEE TMP I II RED S I I ldrn�G. SLAB w/ #3 BAR ® 2'-0" O.G. BOTH WAYS o/ 2" SAND o/ 6 6 III I I I 5 I J PROVIDE I MIL. VB (w/JOINTS LAPPED 6" r7 I I 21 I I 3S"x24"rMIN) o/ COMPACTED GRAVEL CRAWL HOLE p 7 4 SDI TMP• WHERE REQ'D " b l L L RIM BOARD. TYP. cV 14 ® PERIMETER ss 4" GONG. SLAB w/ #4I I ' s BAR ® 2'-0" O.G. I 6 W E� C( BOTH WAYS o/ I I 5D I 5D I REQ'D -, COMPACTED GRAVEL �--- TYR I �I b IL— —--------- PORCH SLAB w/ 23o MAX. - - - - - - - - - 30" 5Q. x 12" SLOPE, '73/4" MAX. BELOW L - - - - - - - - - - J DEEP FOOTING, TOP OF DR. THRESHOLD TYP. OF (4) 2'-0" 10'-0" 2'-0" 14'-0" III' -O" FOUNDATION PLAN 1/4" = -O" 26" SQ. x 12" DEEP FOOTING NOTE:WHERE REQUIRED FOOTING DEPTH 15 13 NOT ACHIEVED, PIN FOOTING TO ROCK PER SEE SHEET SDI FOR PINNING ® RETAINING CONDITIONS GONG. LANDING, CONFIRM w/ OWNER — — — — — — — — — — 7 R.O. FOR 3'-0" DR. 30" SQ. x 12" DEEP FOOTING 4" GONG. SLAB FOR A/C GOND. UNIT q 4" GONG. SLAB w/ #3 BAR ® 2'-0" n' O.G. BOTH WAYS o/ 2" SAND o/ 6 I SSTgl6 MIL. VB (w/JOINTS LAPPED 6" MIN.) o/ COMPACTED GRAVEL I I Q 26" 50. x 12" DEEP FOOTING t- R.O. FOR IS' GAR. DR. J PERMI?#t [fir I 'e u�1 Vs BUTTE COUNTY-VELOPMENTSERVICEG REVIEWED FOR FOUNDATION N01E5: CODE COMPLIANCE DAT__ _._ I. PROVIDE 18"x24" MIN., SCREENED U.F. ACCESS _4 2. UNDER FLOOR VENTING: 3120 /150 = 20.8 S.F. OF NET FREE AREA. PROVIDE (4) 18"x24" CRAWL HOLE 2.4 50. FT. PROVIDE (38) 5Y2"x14Y2" UNDER FLOOR VENTS ® 0.3 50. FT. EACH. TOTAL UNDER FLOOR VENTING PROVIDED: 21.0 5Q. FT. PROVIDE A VENT 3' FROM EACH CORNER. 3. GROUND IMMEDIATELY ADJACENT TO THE FOUNDATION SHALL BE SLOPED ?SWAY FROM THE BUILDING AT A SLOPE OF NOT LE55 THAN 6" WITHIN THE FIRST 10 FT. (5% SLOPE). PER 2016 ORO SECTION R401.3 4. ALL FOOTINGS SHALL BE FOUNDED ON UNDISTURBED NATIVE SOIL. 5. SEE NOTE SHEET SN AND DETAIL SHEET 5D1 FOR ADDITIONAL INFORMATION AT RETAINING WALLS Revision: Date: By: 0-20-17 GS it I �� I I I I I ► I � I I I I I I I I I I I I I I 4-1 r 1 I I I r-1 _1 - r-1 r- r 1 I r 1 -1 1 1 1 1_ i-1 I I I 1 11-11 L J L J -J -J _ L- L- L J I LIJ -IJ -J - I II I I I I I I I I I 11 1 1 1 1 1 1 1 I I I I I I I I I I I I �o I I I I I I I - �6 4" GONG.SLAB i I l I I I FOR A/C GOND. I - UNIT I I I I I I I I I s O. s sH� SE F N. B PN. "FROM N .s HERE LE: e I I I r 1 r-1 r 1 r 1 1 14-1 r 1 r 1 1 I I J L J L J L J J L J L 7 LJ L J L�. I I 1 I 8 I I I I i I I I 5 7 -20 -I -i I I I I I I 5 I 3Y2"x'1Y4" V5L. GIRDER, TYP I I ANCHOR BOLTS MI I I I I I I I r' ® 4'0.0. ® THIS X., P. 1d1 s/4" T1>: G GDX PLYWD., EXP. I, I I I SHEAR WALL SLOPE 51011 MAX. I771 -01 I ( I I I I I ("ADVANTEGH" OR EG) GLUED AND —� NAILED w/ 106 RING. SHANK NAILS ® 611, I I I I I I I 12 O.G. o/ qV2 BCI 6500 F.J. S ® 161, O.G. :26"50. x 12" r-1 1 r -1 CL DP. FTG. 26" 50. x 12" DEEP FOOTIi i R.O. FOR IS' GAR. G WL IHOLt I I I I 30' so x 12" - I I 36" Q.�c 12° I - DEE-10 'F OTING I O — — DEE FtlOTlri1G — — SEE TMP I II RED S I I ldrn�G. SLAB w/ #3 BAR ® 2'-0" O.G. BOTH WAYS o/ 2" SAND o/ 6 6 III I I I 5 I J PROVIDE I MIL. VB (w/JOINTS LAPPED 6" r7 I I 21 I I 3S"x24"rMIN) o/ COMPACTED GRAVEL CRAWL HOLE p 7 4 SDI TMP• WHERE REQ'D " b l L L RIM BOARD. TYP. cV 14 ® PERIMETER ss 4" GONG. SLAB w/ #4I I ' s BAR ® 2'-0" O.G. I 6 W E� C( BOTH WAYS o/ I I 5D I 5D I REQ'D -, COMPACTED GRAVEL �--- TYR I �I b IL— —--------- PORCH SLAB w/ 23o MAX. - - - - - - - - - 30" 5Q. x 12" SLOPE, '73/4" MAX. BELOW L - - - - - - - - - - J DEEP FOOTING, TOP OF DR. THRESHOLD TYP. OF (4) 2'-0" 10'-0" 2'-0" 14'-0" III' -O" FOUNDATION PLAN 1/4" = -O" 26" SQ. x 12" DEEP FOOTING NOTE:WHERE REQUIRED FOOTING DEPTH 15 13 NOT ACHIEVED, PIN FOOTING TO ROCK PER SEE SHEET SDI FOR PINNING ® RETAINING CONDITIONS GONG. LANDING, CONFIRM w/ OWNER — — — — — — — — — — 7 R.O. FOR 3'-0" DR. 30" SQ. x 12" DEEP FOOTING 4" GONG. SLAB FOR A/C GOND. UNIT q 4" GONG. SLAB w/ #3 BAR ® 2'-0" n' O.G. BOTH WAYS o/ 2" SAND o/ 6 I SSTgl6 MIL. VB (w/JOINTS LAPPED 6" MIN.) o/ COMPACTED GRAVEL I I Q 26" 50. x 12" DEEP FOOTING t- R.O. FOR IS' GAR. DR. J PERMI?#t [fir I 'e u�1 Vs BUTTE COUNTY-VELOPMENTSERVICEG REVIEWED FOR FOUNDATION N01E5: CODE COMPLIANCE DAT__ _._ I. PROVIDE 18"x24" MIN., SCREENED U.F. ACCESS _4 2. UNDER FLOOR VENTING: 3120 /150 = 20.8 S.F. OF NET FREE AREA. PROVIDE (4) 18"x24" CRAWL HOLE 2.4 50. FT. PROVIDE (38) 5Y2"x14Y2" UNDER FLOOR VENTS ® 0.3 50. FT. EACH. TOTAL UNDER FLOOR VENTING PROVIDED: 21.0 5Q. FT. PROVIDE A VENT 3' FROM EACH CORNER. 3. GROUND IMMEDIATELY ADJACENT TO THE FOUNDATION SHALL BE SLOPED ?SWAY FROM THE BUILDING AT A SLOPE OF NOT LE55 THAN 6" WITHIN THE FIRST 10 FT. (5% SLOPE). PER 2016 ORO SECTION R401.3 4. ALL FOOTINGS SHALL BE FOUNDED ON UNDISTURBED NATIVE SOIL. 5. SEE NOTE SHEET SN AND DETAIL SHEET 5D1 FOR ADDITIONAL INFORMATION AT RETAINING WALLS Revision: Date: By: 0-20-17 GS N �n I�®I 4 opo aU�� .a � d M� UCU fil L� r l C) o E C W 00 coM O LO � rQ) V � LO �•--� ?--I 0 co Q) U) • --I z .� 1 cid Ct C) Q O � I c' J co to AA C,����, ��'Sc�,0 \ * No. 1283 R 7/19 C GAMU51 2gg8 Date MAY 201-7 Scale D— DAVID S. Job 1 1 —22C/GJ p p, Sheet Of Sheets Q rn 00 0 e'1 N ELECTRICAL 5`rMBOL5: I. ALL LUMINAIRES SHALL BE JA8-2016 LISTED HIGH -EFFICACY. 2. ALL EXTERIOR LIGHTING FIXTURES SHALL BE "SUITABLE FOR DAMP LOCATIONS" BEDROOM 5 p u O-- VERIFY BATH LOCATION 7" I WEL /07"717,J �J wP/ 6F I BEDROOM 2 H.B. PATIO ' -� -- 69 1 �'\ NOOK lie Ir MA51ER % -i BEDROOM , l � - HALL SINK J CM I I I I I L----� OTE: PROVIDE LIGHT 4 110 VOLT I I I D W' I I I I I OUTLET AT ATTIC I I II2:20V — —' i : __j GL. MTD. F.A.u. I1W 1W I I i ,- L I V I NCATH ; QGM 0 ROOM I I I i •` _► D I If F, - 3, I KNE I / I I 1 --� x I \ 1 I I I I 1`. F r- GOOLIN UNIT NOTE: PROVIDE I I I I ' K I TGEN 8 I ON DRYER VENT GFI L— 3 LIGHT I O YO LIT I I4 I OUTLET AT ATTIC I I I 6 II i z `------ MTD. F.A.U. I I I I I ' ELEC. SUB -PANEL w/ UFER -�'� WP/ ��GFI ® GROUND. SEE GALGREEN �. MICROWAVE _ I RESIDENTIAL MANDATORY �- - DRAWER MEASURES, 4.106.4.1 FOR TANKLES5 WH I � ELECTRIC VEHICLE CHARSINS I,X I I I �-- REGIS. PROVIDE SEPARATE }-BALL I � 'I I I I I I I SROUNDINS WIRE FROM EACH ' I �I I II PANEL TO ELEG. MAIN `�.-----I------- WP/ ---�---- ----- -�-- 619 L qp II I EV RACEWAY GALGREEN EE— II (% RESIDENTIAL J II II PANTRY MANDATORY MEASURES, 4.106.4.1 &ARAISE 1 ' FOR ELECTRIC ---'` VEHICLE GHARGINS I ENTRY D I N I NC \%% ----' DEN -----I 0 GOYR'D 1 PORCH t I H.B. — — — — WP/ GF1 NOTE: GARAGE RECEPTACLES TO BE +15" MIN. A.F.F. ,K 6F I L,J ELECTRICAL NOTE5: 1. PROVIDE AN ADDITIONAL 20 AMP BRANCH CIRCUIT FOR EACH BATHROOM AND LAUNDRY. THESE GIRGUITS SHALL SERVE NO OTHER OUTLETS. 2. ALL 15 $ 20 AMP BRANCH CIRCUITS SUPPLYING OUTLETS INSTALLED IN BEDROOMS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, 5UNROOM5, RECREATION ROOMS, HALLWAYS, CLOSETS OR SIMILAR ROOMS, SHALL BE INSTALLED WITH A COMBINATION ARG -FAULT CIRCUITS INTERRUPTERS. 5. PROVIDE (2) OR MORE 20 -AMP SMALL APPLIANCE BRANCH CIRCUITS EVENLY PROPORTIONED IN THE KITCHEN, PANTRY, BREAKFAST ROOM, DINING ROOM, OR SIMILAR AREA TO SERVE ALL WALL AND FLOOR OUTLETS. SUCH CIRCUITS SHALL HAVE NO OTHER OUTLETS. 4. ALL 125 VOLT, SINGLE PHASE, 15 AND 20 AMP RECEPTACLES SHALL BE LISTED TAMPER RESISTANT RECEPTACLES. 5. FIXTURES, LAMP HOLDERS AND RECEPTACLES OUTLETS SHALL BE SECURELY SUPPORTED. A FIXTURE THAT WEIGHS MORE THAN bibs OR EXCEEDS 161n. IN ANY DIMENSION SHALL NOT BE SUPPORTED BY THE SCREW SHELL OF A LAMP HOLDER PER 2016 CEG SECTION 410.50. (a). OUTLET BOXES SHALL NOT BE USED AS THE SOLE SUPPORT FOR CEILING FANS PER 2016 SECTION 514.27 (o $ d). 6. ALL HARDWIRED DETECTORS SHALL BE INTERCONNECTED. 7. ALL LUMINAIRES SHALL BE JA8-2016 LISTED. HIGH -EFFICACY. 8. ALL GARAGE, LAUNDRY ROOM, AND UTILITY ROOM LIGHTING SHALL BE HIGH -EFFICACY AND CONTROLLED BY A MANUAL -ON VACANCY SENSOR. a. AT LEAST ONE LUMINAIRE IN EACH BATHROOM SHALL BE CONTROLLED BY A VACANCY SENSOR. 10. LIGHT FIXTURES SHALL COMPLY w/ THE CLEARANCE REOUIREMENT5 SPECIFIED IN 2016 GEC, ARTICLE 410.8. 11. ALL EXTERIOR LIGHTING SHALL BE CONTROLLED BY A MANUAL ON AND OFF SWITCH AND a. CONTROLLED BY A PHOTOCELL AND MOTION SENSOR, OR b. PHOTO CONTROL AND AUTOMATIC TIME SWITCH CONTROL, OR G. ASTRONOMICAL TIME CLOCK, OR d. ENERGY MANAGEMENT CONTROL SYSTEM (FMCS) 12. PROVIDE ELECTRICAL FOR SEPTIC PUMP. WP/ GFI EV RACEWAY 61=I CABINET. SEE GALGREEN RESIDENTIAL MANDATORY MEASURES, 4.106.4.1 FOR ELECTRIC VEHICLE CHARGING REGIS'. I6FI ,----------------., I r -Z rl� L_j LIJ T I I I � G ; C ARAC E 2 I qp WP/ ' OF 1 H.B. ELECTRICAL -'LAN 1/4" = 1'-0" W/ GF1 VERIFY LOCATION A/C UNIT GF I 200 AMP., 5 -WIRE ELEC. MAIN w/ UFER GROUND VENTILATION REQUIREMENTS I. KITCHEN VENTILATION: A. THE KITCHEN SHALL HAVE AN EXHAUST FAN w/ A MIN. VENTILATION RATE OF 100 CFM. B. THE NOISE RATING SHALL BE 5 SONE MAXIMUM. G. THE FAN SHALL BE DUCTED TO THE OUTSIDE W A MINIMUM 5"0 SMOOTH DUCT (55' MAXIMUM RUN w/ (2) ELBOWS OR FITTINGS). 2. BATHROOM VENTILATION: A. EACH BATHROOM SHALL HAVE AN EXHAUST FAN w/ A MIN. VENTILATION RATE OF 50 CFM. B. THE NOISE RATING SHALL BE 5 SONE MAXIMUM. G. THE FAN SHALL BE DUCTED TO THE OUTSIDE W A MINIMUM 4"(P SMOOTH DUCT (75' MAXIMUM RUN w/ (2) ELBOWS OR FITTINGS). D. BATHROOM EXHAUST FANS MUST BE CONTROLLED BY A HUMID15TAT CONTROL CAPABLE OF ADJUSTMENT BETWEEN A RELATIVE HUMIDITY RANGE OF 50 TO 50%. 2016 CGBSC SECTION 4.506. 3. WHOLE - BUILDING VENTILATION: SEE CFIR FOR WHOLE BUILDING VENTILATION REQUIRED CFM. r ReNslon: SINGLE POLE SWITCH + OUAD. RECEPT. RECESSED GLC. FIXT. SCONCE FIXTURE (!) EXHAUST FAN 3 THREE WAY SWITCH N FLOOR OUTLET ELEC. BALLAST, -6- MINI 5CON0E FIXTURE 8 BELL H Ct CIS W� 00 AIR -TIGHT, IG RATED � U A DIMMER SWITCH a TV OUTLET d MSI U � FLUORESCENT O PUCK LIGHT 0 SIGNAL PUSH BUTTON p wo ® RECESSED GLC. FIXT. ^. D3 DIMMER/5-WAY SWITCH W PHONE OUTLET LED VP SUITALOCATION DAMP ® 110 V. SMOKE DETECTOR a 00 T ` M RECESSED GLC. FIXT. T TIMER SWITCH e TV/PHONE OUTLET 0 MOTION -ACTIVATED GM IIOv CARBON MONOXIDE O LCA MINI RECESSED GLC. FIXT.V SECURITY LIGHT ALARM w/ BATTERY E) OCCUPANCY SENSOR EP ELEC. DISCONNECT >---< UNDER CABINET Q) BACKUP -�- WALL MTD. FIXTURE FLUORESCENT LIGHTING DUPLEX REGEPT. PANEL BOARD -{�} i GLC. MTD. FIXT. FLUORESCENT WALL MTD. FIXTURE [:- :Z ;:] — FLUORESCENT FIXTURE I� 220 VOLT OUTLET N Q _&F1 AUTOMATIC, GARAGE FLUORESCENT GLC. MTD. FIXT. -{}- TRACK FIXTURE —! CEILING FAN LIGHT L-- DOOR OPENER LISTED IN w/ ACCORDANCE w/ UL 525, [-4 DUPLEX SPLIT WIRED LED GLC. MTD. FIXT. ..{� PENDANT LIGHT AR w/ GFI OUTLET I. ALL LUMINAIRES SHALL BE JA8-2016 LISTED HIGH -EFFICACY. 2. ALL EXTERIOR LIGHTING FIXTURES SHALL BE "SUITABLE FOR DAMP LOCATIONS" BEDROOM 5 p u O-- VERIFY BATH LOCATION 7" I WEL /07"717,J �J wP/ 6F I BEDROOM 2 H.B. PATIO ' -� -- 69 1 �'\ NOOK lie Ir MA51ER % -i BEDROOM , l � - HALL SINK J CM I I I I I L----� OTE: PROVIDE LIGHT 4 110 VOLT I I I D W' I I I I I OUTLET AT ATTIC I I II2:20V — —' i : __j GL. MTD. F.A.u. I1W 1W I I i ,- L I V I NCATH ; QGM 0 ROOM I I I i •` _► D I If F, - 3, I KNE I / I I 1 --� x I \ 1 I I I I 1`. F r- GOOLIN UNIT NOTE: PROVIDE I I I I ' K I TGEN 8 I ON DRYER VENT GFI L— 3 LIGHT I O YO LIT I I4 I OUTLET AT ATTIC I I I 6 II i z `------ MTD. F.A.U. I I I I I ' ELEC. SUB -PANEL w/ UFER -�'� WP/ ��GFI ® GROUND. SEE GALGREEN �. MICROWAVE _ I RESIDENTIAL MANDATORY �- - DRAWER MEASURES, 4.106.4.1 FOR TANKLES5 WH I � ELECTRIC VEHICLE CHARSINS I,X I I I �-- REGIS. PROVIDE SEPARATE }-BALL I � 'I I I I I I I SROUNDINS WIRE FROM EACH ' I �I I II PANEL TO ELEG. MAIN `�.-----I------- WP/ ---�---- ----- -�-- 619 L qp II I EV RACEWAY GALGREEN EE— II (% RESIDENTIAL J II II PANTRY MANDATORY MEASURES, 4.106.4.1 &ARAISE 1 ' FOR ELECTRIC ---'` VEHICLE GHARGINS I ENTRY D I N I NC \%% ----' DEN -----I 0 GOYR'D 1 PORCH t I H.B. — — — — WP/ GF1 NOTE: GARAGE RECEPTACLES TO BE +15" MIN. A.F.F. ,K 6F I L,J ELECTRICAL NOTE5: 1. PROVIDE AN ADDITIONAL 20 AMP BRANCH CIRCUIT FOR EACH BATHROOM AND LAUNDRY. THESE GIRGUITS SHALL SERVE NO OTHER OUTLETS. 2. ALL 15 $ 20 AMP BRANCH CIRCUITS SUPPLYING OUTLETS INSTALLED IN BEDROOMS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, 5UNROOM5, RECREATION ROOMS, HALLWAYS, CLOSETS OR SIMILAR ROOMS, SHALL BE INSTALLED WITH A COMBINATION ARG -FAULT CIRCUITS INTERRUPTERS. 5. PROVIDE (2) OR MORE 20 -AMP SMALL APPLIANCE BRANCH CIRCUITS EVENLY PROPORTIONED IN THE KITCHEN, PANTRY, BREAKFAST ROOM, DINING ROOM, OR SIMILAR AREA TO SERVE ALL WALL AND FLOOR OUTLETS. SUCH CIRCUITS SHALL HAVE NO OTHER OUTLETS. 4. ALL 125 VOLT, SINGLE PHASE, 15 AND 20 AMP RECEPTACLES SHALL BE LISTED TAMPER RESISTANT RECEPTACLES. 5. FIXTURES, LAMP HOLDERS AND RECEPTACLES OUTLETS SHALL BE SECURELY SUPPORTED. A FIXTURE THAT WEIGHS MORE THAN bibs OR EXCEEDS 161n. IN ANY DIMENSION SHALL NOT BE SUPPORTED BY THE SCREW SHELL OF A LAMP HOLDER PER 2016 CEG SECTION 410.50. (a). OUTLET BOXES SHALL NOT BE USED AS THE SOLE SUPPORT FOR CEILING FANS PER 2016 SECTION 514.27 (o $ d). 6. ALL HARDWIRED DETECTORS SHALL BE INTERCONNECTED. 7. ALL LUMINAIRES SHALL BE JA8-2016 LISTED. HIGH -EFFICACY. 8. ALL GARAGE, LAUNDRY ROOM, AND UTILITY ROOM LIGHTING SHALL BE HIGH -EFFICACY AND CONTROLLED BY A MANUAL -ON VACANCY SENSOR. a. AT LEAST ONE LUMINAIRE IN EACH BATHROOM SHALL BE CONTROLLED BY A VACANCY SENSOR. 10. LIGHT FIXTURES SHALL COMPLY w/ THE CLEARANCE REOUIREMENT5 SPECIFIED IN 2016 GEC, ARTICLE 410.8. 11. ALL EXTERIOR LIGHTING SHALL BE CONTROLLED BY A MANUAL ON AND OFF SWITCH AND a. CONTROLLED BY A PHOTOCELL AND MOTION SENSOR, OR b. PHOTO CONTROL AND AUTOMATIC TIME SWITCH CONTROL, OR G. ASTRONOMICAL TIME CLOCK, OR d. ENERGY MANAGEMENT CONTROL SYSTEM (FMCS) 12. PROVIDE ELECTRICAL FOR SEPTIC PUMP. WP/ GFI EV RACEWAY 61=I CABINET. SEE GALGREEN RESIDENTIAL MANDATORY MEASURES, 4.106.4.1 FOR ELECTRIC VEHICLE CHARGING REGIS'. I6FI ,----------------., I r -Z rl� L_j LIJ T I I I � G ; C ARAC E 2 I qp WP/ ' OF 1 H.B. ELECTRICAL -'LAN 1/4" = 1'-0" W/ GF1 VERIFY LOCATION A/C UNIT GF I 200 AMP., 5 -WIRE ELEC. MAIN w/ UFER GROUND VENTILATION REQUIREMENTS I. KITCHEN VENTILATION: A. THE KITCHEN SHALL HAVE AN EXHAUST FAN w/ A MIN. VENTILATION RATE OF 100 CFM. B. THE NOISE RATING SHALL BE 5 SONE MAXIMUM. G. THE FAN SHALL BE DUCTED TO THE OUTSIDE W A MINIMUM 5"0 SMOOTH DUCT (55' MAXIMUM RUN w/ (2) ELBOWS OR FITTINGS). 2. BATHROOM VENTILATION: A. EACH BATHROOM SHALL HAVE AN EXHAUST FAN w/ A MIN. VENTILATION RATE OF 50 CFM. B. THE NOISE RATING SHALL BE 5 SONE MAXIMUM. G. THE FAN SHALL BE DUCTED TO THE OUTSIDE W A MINIMUM 4"(P SMOOTH DUCT (75' MAXIMUM RUN w/ (2) ELBOWS OR FITTINGS). D. BATHROOM EXHAUST FANS MUST BE CONTROLLED BY A HUMID15TAT CONTROL CAPABLE OF ADJUSTMENT BETWEEN A RELATIVE HUMIDITY RANGE OF 50 TO 50%. 2016 CGBSC SECTION 4.506. 3. WHOLE - BUILDING VENTILATION: SEE CFIR FOR WHOLE BUILDING VENTILATION REQUIRED CFM. r ReNslon: Date: By: N n �n H Ct CIS W� 00 � U A � d MSI U � U � wo ® ^. G W a 00 T ` M CYD O 0 LCA rQ) V' Lo (tj Q) r� O p I� N Q L' J ct (Cj [-4 AR * No. 283 N� R . 7/ 1 C CAMUSI Date MAY 2017 Scale Drawn DAVI D S. Job I-7-2285 Sheet Of Sheets a cc M 00 O 0 ei Fl - 0 O N O s GENERAL SNOTES ABBREVIATIONS APPLICABLE TO DETAILS O SHEET SDI ONLY AB ANCHOR BOLT K KIPS 1 ADD'L ADDITIONAL L ANGLE ADJ ADJACENT LLH LONG LEG HORIZ. ALT ALTERNATE LLV LONG LEG VERT. 1. GENERAL ARCH ARCHITECTURAL LONG LONGITUDINAL BLDG BUILDING LSL LONG SLOTTED HOLE A) ALL WORK SHALL CONFORM TO THE 2016 CBC AND ALL APPLICABLE LOCAL CODES. BLKG BLOCKING LVL LAMINATED VENEER LUMBER BM BEAM MAX MAXIMUM B) THE ENGINEER (SUMMIT STRUCTURAL DESIGN) HAS PROVIDED AND IS RESPONSIBLE FOR BOTT (B) BOTTOM MB MACHINE BOLTS SPECIFIC STRUCTURAL ITEMS ONLY. ALL OTHER REQUIREMENTS OF THE BUILDING CODE BTF BEAT TO FIT MECH MECHANICAL INCLUDING WATERPROOFING, FIREPROOFING, DRAINAGE, HANDICAP ACCESSIBILITY, EGRESS BTWN BETWEEN MFR MANUFACTURER REQUIREMENTS, PARKING, AND ALL OTHER DESIGN REQUIREMENTS NOT SPECIFICALLY SHOWN CB CARRIAGE BOLTS MIN MINIMUM IN THE STRUCTURAL DESIGN CALCULATIONS, ARE THE RESPONSIBILITY OF THE CONTRACTOR OR CCJ CONTROL JOINT MISC. MISCELLANEOUS OWNER. SHOULD ANY CHANGES BE MADE FROM THE DESIGN AS SPECIFIED IN THESE CIP CAST -IN-PLACE CONCRETE MTL METAL DOCUMENTS WITHOUT THE WRITTEN APPROVAL FROM THE ENGINEER, THEN THE ENGINEER CJ CONSTRUCTION JOINT (N) NEW WILL ASSUME NO RESPONSIBILITY FOR ANY ELEMENT OR SYSTEM OF THE STRUCTURE. CLR CLEAR NS NEAR SIDE C) THE DRAWINGS AND CALCULATIONS REPRESENT THE FINISHED STRUCTURE, AND, UNLESS CMU CONCRETE MASONRY UNITS NSA NELSON STUD ANCHOR COL COLUMN NTS NOT TO SCALE SPECIFICALLY NOTED OTHERWISE, DO NOT SHOW THE METHOD OF CONSTRUCTION. THE CONC CONCRETE OC ON CENTER CONTRACTOR IS RESPONSIBLE FOR THE METHOD OF CONSTRUCTION, AND SHALL PROVIDE ALL CONN CONNECTION OD OUTSIDE DIAMETER MEASURES NECESSARY TO PROTECT THE PUBLIC, CONSTRUCTION WORKERS, AND THE CONSTR CONSTRUCTION OH OPPOSITE HAND STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE FORMING, SHORING, CONT CONTINUOUS OPNG OPENING BRACING, SCAFFOLDING, ETCETERA. CONTR CONTRACTOR OVS OVERSIZE ROUND HOLE CP COMPLETE PENETRATION PDF POWDER DRIVEN FASTENER D) IF A PARTICULAR FEATURE OF CONSTRUCTION IS NOT FULLY SHOWN ON THE DRAWINGS OR IN CTR CENTER PERP PERPENDICULAR THE CALCULATIONS, THEN IT SHALL BE CONSTRUCTED IN THE SAME CHARACTER AS SIMILAR CTSK COUNTERSINK PL PLATE CONDITIONS THAT ARE SHOWN ON THE DESIGN DOCUMENTS. DBL DOUBLE PLWD PLYWOOD DF DOUGLAS FIR PLCS PLACES E) ANY CONDITIONS NOTED AS EXISTING MUST BE FIELD VERIFIED BY THE CONTRACTOR, AND DF -L DOUGLAS FIR - LARCH PP PARTIAL PENETRATION ANY DISCREPANCIES MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER WITHOUT DIA DIAMETER PT PRESSURE TREATED PROCEEDING WITH CONSTRUCTION PRIOR TO THE REVIEW OF THE ENGINEER. DJ DOUBLE JOIST P/C PRECAST CONCRETE EA EACH P/T POST -TENSIONED F) ALL WATERPROOFING AND FLASHING (ROOFS, FOUNDATIONS, GARAGE FLOORS, ETC...) IS THE EF EACH FACE REINF REINFORCEMENT RESPONSIBILITY OF THE CONTRACTOR OR OWNER. EL ELEVATION (DATUM) REQ'D REQUIRED ELEV ELEVATION (VIEW) OR ELEVATOR SC SLIP CRITICAL 1) SPECIAL INSPECTION: SPECIAL INSPECTION PER SECTION 1701 OF THE CBC SHALL BE PROVIDED EN EDGE NAILING SEOR STRUCTURAL ENGINEER OF FOR THE FOLLOWING TYPES OF CONSTRUCTION: EQ EQUAL RECORD PINNING TO LAVA CAP (IF REQUIRED) ES EACH SIDE SHTG SHEATHING (E) EXISTING SIM SIMILAR EXP EXPANSION SOG SLAB -ON -GRADE THE SPECIAL INSPECTOR SHALL BE ACCEPTABLE TO THE STRUCTURAL ENGINEER AND BUILDING EXT EXTERIOR STD STANDARD DEPARTMENT, SHALL BE ICBG QUALIFIED, AND THEIR EXPERIENCE SHALL BE COMMENSURATE EW EACH WAY STIFF STIFFENER WITH THIS TYPE OF PROJECT. FF FINISH FLOOR STL STEEL FIN FINISH SQ SQUARE FJ FLOOR JOIST SS STAINLESS STEEL 2. SITE WORK / FOUNDATIONS FLR FLOOR SWS SHEAR WALL SCHEDULE FNDN FOUNDATION SYM SYMMETRICAL A) ASSUMED MAXIMUM SOIL BEARING = 1500 PSF PER CBC TABLE 1806.2 (NO SOILS REPORT FOHC FREE OF HEART CENTER T&B TOP & BOTTOM PROVIDED). FOS FACE OF STUD TO(P) TOP OF (PLYWOOD) FS FAR SIDE TOC TOP -OF -CONCRETE B) BUILDING SITE IS ASSUMED TO BE DRAINED AND FREE OF CLAY OR EXPANSIVE SOIL. ENGINEER FTG FOOTING TOF TOP -OF -FOOTING HAS NOT MADE A GEOTECHNICAL REVIEW OF SITE, ANY OTHER CONDITIONS ENCOUNTERED GA GAUGE TOS TOP -OF -STEEL MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER. GALV GALVANIZED TOW TOP -OF -WALL GLB GLUE -LAM BEAM TN TOE NAIL C) THESE CALCULATIONS ASSUME STABLE, UNDISTURBED SOILS AND LEVEL OR STEPPED FOOTINGS. HDG HOT DIPPED GALVANIZED TYP TYPICAL ANY OTHER CONDITIONS SHOULD BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO HDR HEADER UNO UNLESS NOTED OTHERWISE THE CONSTRUCTION OF THE FOUNDATIONS. HGR HANGER (SIMPSON) VERT VERTICAL HORIZ HORIZONTAL WP WORKPOINT D) ALL FOOTINGS INCLUDING RETAINING WALL FOOTINGS, SPREAD FOOTINGS, WALL FOOTINGS, ID INSIDE DIAMETER WWF WELDED WIRE FABRIC AND GRADE BEAMS SHALL BEAR ON UNDISTURBED SOIL WITH A FOOTING DEPTH BELOW INT INTERIOR W/ WITH FROSTLINE (12" TO 24" AS PER LOCAL REQUIREMENTS). JST JOIST W/O WITHOUT JT JOINT 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 2016 CBC. THIS ENGINEER SHALL NOT BE LIABLE FOR ANY FOUNDATION NOT IN STRICT CONFORMANCE TO SECTION 1808 OF THE 2016 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 DETAILS, 4" MIN. THICKNESS WITH #4 AT 24" O.C. EACH WAY AT MID -DEPTH OF SLAB. G) SAW -CUT TOP 3/4" OF SLAB FOR CRACK CONTROL AT INTERVALS NOT TO EXCEED 10'-01' . 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 %" #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. PERMIT# BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CO OMPLI C DAT QRpFESS/ONq rNo. 75688' * s/ 0/l8 J� CIV1�- gTFOF CAO 6/30/17 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 J J V) Q Q W �U z Ztw O zo QQ O 62 - LU Q QU 00V� Lam_ p :D � J W ULU > Z> UUj = o0 Nz L_U rVC Q U V)V)�— Q U REVISIONS: Q1 PC#1 6/30/17 DATE: 5/18/17 SCALE: NTS DRAWN BY: RKB JOB NUMBER: 17-199 SHEET: SN LAP VERTICAL BARS 2'-6" WHERE 5" WALL BARS ALIGN WITH SLAB REINF., LAP WALL FRAMING/FLOOR FRAMING AND VERTICAL BARS 4'-6" WHERE BARS ATTACHMENT TO FOUNDATION BY "C" DO NOT ALIGN WITH SLAB REINF. OTHERS. SEE LATEST APPROVED UP TO 2'-6" 8" 1'-0" ARCHITECTURAL PLANS FOR ALL #4 AT 12" O.C. 4" CONCRETE SLAB WITH #4 AT #4 CONTE _ ANCHORS, EMBEDS, ETC. 1'-6" 24" O.C. EACH WAY AT #4 AT 12" O.C. #4 AT 24" O.C. MID -DEPTH OF SLAB. SLOPE #4 DOWEL AT EVERY 12" 1 AND ELEV. PER ARCH AS REQ'D VERTICAL BAR #4 Al- 15" O.C. #4 AT 24" O.C. ........... _..... #4 CONT. S D I CLEAN, PROPERLY" GRAVEL 12 "TIL = w xCOMPACTED BACKFILL BY OTHERS, TYP 1/2. 1 1 /2 3 _ J J BY OTHERS DURING 3 N O.C. �SHORING BACKFILLING AND COMPACTION c I DO NOT ALIGN WITH SLAB REINF.ANCHORS, AND UNTIL SLAB REACHES a REINFORCING PER SCHEDULE 75% STRENGTH V) #4 AT 9" O.C., CONT. ROUGHEN SURFACE 1/4• AMPUTUDE 24" O.C. EACH WAY AT AT 12" AT COU) JOINT, WHI_RE OCCURS #4 WATERPROOFING 3" UP AND DRAINAGE 4'-6" 4 DOWEL AT EVERY VERTICAL BAR BY OTHERS, TYP SPREAD FTG PER III -`PLAN 1 9" #4 WHERE OCCURS � I- O.C. 1 fc'= 2.5 KSI �� -I #4 AT 12" O.C., "C" PER SCHEDULE "'8"=1'-0" fy= 60 KSI OMIT AT AT BACKFILL BY OTHERS, TYP :3" CLR, TYP COMPACTED GRAVEL -SAND VERTICAL REINFORCING PER SCHEDULE EQ. AND UNTIL SLAB REACHES WITH 8" EMBED IN SIMPSON SET -XP COMPETENT, EPDXY IN 5/8" DIAMETER X 9" DEEP NON -FRACTURED, ;OLID ROCK STRATUM CLEAN HOLE. TWIST BAR INTO HOLE _ -i v M COMPACTED 8'-0" MIN. w a TO COMPLETELY ENCASE IN EPDXY. "B" PER SCHEDULE OBTAIN SPECIAL INSPECTION FROM _ ` U REINFORCING PER SCHEDULE ARCHITECT PRIOR TO DOWEL PLACEMENT CVIYAMACTED I I ` FINISH GRADEtof o #4 RESTRAINED RETAINING WALL SCHEDULE SPACING NOTED, 24" O.C. MAX., STEMWALL HEIGHT STEMWALL WIDTH "B" "C" HORIZ. REINF. VERT. REINF. UP TO 2'-6" 8" 1'-0" 12" #4 AT 12" O.C. #4 AT 24" O.C. UP TO 3'-6" 8" 1'-6" 12" #4 AT 12" O.C. #4 AT 24" O.C. UP TO 4'-6" 8" 2'-9" 1 12" 1 #4 AT 12" O.C. #4 AT 24" O.C. NOTES: � 1.) ALL. STEM WALLS AT PERIMETER OF SLAB MUST HAVE FULL HEIGHT VERTICAL #4 BENT BARS AT SPACING NOTED, 24" O.C. MAX., LAPPED WITH SLAB REINFORCING AS SHOWN. 2.) ENTIRE SLAB MUST HAVE #4 BARS AT 24" O.C. EACH WAY AT MID -DEPTH OF SLAB. LAP BARS 30" AT ALL SPLICES. WIDTH "B" 3.) FOOTINGS SHALL BE LEVEL AND BEAR ON CLEAN, COMPETENT, NON -FRACTURED, SOLID ROCK STRATUM. VERT. REINF. 4.) FOUNDATION MAY NOT PERFORM AS INTENDED AND MAY FAIL UNLESS STRICT ADHERENCE IS MAINTAINED IN ALL ASPECTS OF DETAIL REQUIREMENTS. 5.) PROPER CARE MUST BE TAKEN TO DRAIN WATER UNDER THE SLAB TO PREVENT BUILD-UP OF WATER BEHIND RETAINING WALL. #4 AT 24" O.C. 6.) MINIMUM REBAR SPLICE LAP LENGTH IS (80) BAR DIAMETERS U.N.O. l'-6" 12" TYP PATIO/PORCH RESTRAINED RET. WALL AT LAVA CAP #4 Al- 15" O.C. #4 AT 24" O.C. NO SCALE S D I 2'-3" CURB/THICKENED LAP VERTICAL BARS 2'-6" WHERE SLAB PER WALL FRAMING AND ATTACHMENT TO ARCH, WHERE /FOUNDATION BY OTHERS, WHERE BARS ALIGN WITH SLAB REINF., LAP OCCURS I J OCCURS. :.EE LATEST APPROVED VERTICAL BARS 4'-6" WHERE BARS O.C. #4 ARCHITECTURAL PLANS FOR ALL DO NOT ALIGN WITH SLAB REINF.ANCHORS, UP --- 'EMBEDS, ETC. 4" CONCRETE SLAB WITH #4 AT ......._ __. _..____......... ......._ ._ _ 44 CONT.. PER ARCH 24" O.C. EACH WAY AT AT 12" O.C. #4 AT 24" MID -DEPTH OF SLAB. SLOPE UP TO 4'-6" 4 DOWEL AT EVERY VERTICAL BAR AND ELEV. PER ARCH AS REQ'D 12" 1 9" #4 AT 12" O.C. 1 #4 AT 24" 12" TAIL SHORING BY OTHERS DURING CLEAN, PROPERLY AT BACKFILL BY OTHERS, TYP ] BACKFlLUNG AND COMPACTION COMPACTED GRAVEL -SAND EQ. EQ. AND UNTIL SLAB REACHES BACKFILL BY OTHERS, TYP MIN. '' = w Q 75% STRENGTH = ROUGHEN SURFACE 1/4" AMPLITUDE AT DOOR _ -i v M COMPACTED 8'-0" MIN. w a AMPLITUDE AT DOOR REINFORCING PER SCHEDULE _ ` U REINFORCING PER SCHEDULE CVIYAMACTED I I ` FINISH GRADEtof o #4 AT 9" „ PER 9 ROUGHEN SURFACE 1/4' AMPLITUDE D U) w SCHED. CL ROUGHEN SURFACE 1/4• AMPLITUDE D PER V)a SCHED. O.C., CONT. O.C., CONT. g" AT COU) JOINT, WHERE OCCURS AT COLD JOINT, WHIERE OCCURS N WATERPROOFING WATERPROOFING TAIL 3" 3" AND DRAINAGE - ._.- .... -.__ BY OTHERS, TYP BY OTHERS, TYP SPREAD FTG PER IIIRE-1-PLAN PLAN WHERE OCCURS III_-ttFTG PER PERMIT # #AT 12" O.C., "C" PER SCHEDUL.E�' 115 PLANAW-i RE OCCURS fc'= 2.5 KSI SERVICES fc'= 2.5 KSI " n_ r nEVI OMIT AT B -1 -0 E!! V ED FOR !! V D #4 AT 12" O.C., "C" PER SCHEDULE "'B"=1'-0" fy= 60 KSI „ MPLIAN('%E OMIT AT fy= 60 KSI 3" CLR, TYP VERTICAL REINFORCING PER SCHEDULE COMPETENT, WITH 8" EMBED IN SIMPSON SET -XP NON -FRACTURED, EPDXY IN 5/8" DIAMETER X 9" DEEP ;OLID ROCK STRATUM CLEAN HOLE. TWIST BAR INTO HOLE TO COMPLETELY ENCASE IN EPDXY. "B" PER SCHEDULE OBTAIN SPECIAL INSPECTION FROM ARCHITECT PRIOR TO DOWEL PLACEMENT NOTES: 1.) ALL. STEM WALLS AT PERIMETER OF SLAB MUST HAVE FULL HEIGHT VERTICAL #4 BENT BARS AT SPACING NOTED, 24" O.C. MAX., LAPPED WITH SLAB REINFORCING AS SHOWN. 2.) ENTIRE SLAB MUST HAVE #4 BARS AT 24" O.C. EACH WAY AT M110 -DEPTH OF SLAB. LAP BARS 30" AT ALL SPLICES. 3.) FOOTINGS SHALL BE LEVEL AND BEAR ON CLEAN, COMPETENT, NON -FRACTURED, SOLID ROCK STRATUM. 4.) FOUNDATION MAY NOT PERFORM AS INTENDED AND MAY FAIL UNLESS STRICT ADHERENCE IS MAINTAINED IN ALL ASPECTS OF DETAIL REQUIREMENTS. 5.) PROPER CARE MUST BE TAKEN TO DRAIN WATER UNDER THE SLA:3 TO PREVENT BUILD-UP OF WATER BEHIND RETAINING WALL. 6.) MINIMUM REBAR SPLICE LAP LENGTH IS (80) BAR DIAMETERS U.N.O. _ TYP PATIO/PORCH RESTRAINED RET. WALL AT LAVA CAP 6 NO SCALE S D I WALL FRAMING AND ATTACHMENT TO FOUNDATION BY OTHERS. SEE LATEST APPROVED ARCHITECTURAL PLANS FOR ALL ANCHORS, EMBEDS, E=TC. - FINISH GRADE BY OTHERS. SLOPE AWAY FROM WALL, � RESTRAINED RETAINING WALL SCHEDULE r n r n n 2-0 1-0 8 STEMWALL HEIGHT STEMWALL WIDTH "B" "C" "D" HORIZ. REINF. VERT. REINF. UP TO 2'-6" 6" l'-0" 12" 6" #4 AT 15" O.C. #4 AT 24" O.C. UP TO 3'-6" 6" l'-6" 12" 9" #4 Al- 15" O.C. #4 AT 24" O.C. UP TO 4'-6" 6" 2'-3" 12" 12" #4 Al' 15" O.C. #4 AT 24" O.C. NOTES: 1.) ALL. STEM WALLS AT PERIMETER OF SLAB MUST HAVE FULL HEIGHT VERTICAL #4 BENT BARS AT SPACING NOTED, 24" O.C. MAX., LAPPED WITH SLAB REINFORCING AS SHOWN. 2.) ENTIRE SLAB MUST HAVE #4 BARS AT 24" O.C. EACH WAY AT M110 -DEPTH OF SLAB. LAP BARS 30" AT ALL SPLICES. 3.) FOOTINGS SHALL BE LEVEL AND BEAR ON CLEAN, COMPETENT, NON -FRACTURED, SOLID ROCK STRATUM. 4.) FOUNDATION MAY NOT PERFORM AS INTENDED AND MAY FAIL UNLESS STRICT ADHERENCE IS MAINTAINED IN ALL ASPECTS OF DETAIL REQUIREMENTS. 5.) PROPER CARE MUST BE TAKEN TO DRAIN WATER UNDER THE SLA:3 TO PREVENT BUILD-UP OF WATER BEHIND RETAINING WALL. 6.) MINIMUM REBAR SPLICE LAP LENGTH IS (80) BAR DIAMETERS U.N.O. _ TYP PATIO/PORCH RESTRAINED RET. WALL AT LAVA CAP 6 NO SCALE S D I WALL FRAMING AND ATTACHMENT TO FOUNDATION BY OTHERS. SEE LATEST APPROVED ARCHITECTURAL PLANS FOR ALL ANCHORS, EMBEDS, E=TC. - FINISH GRADE BY OTHERS. SLOPE AWAY FROM WALL, � RETAINING WALL SCHEDULE RESTRAINED RETAINING "A" "B" "C" r n r n n 2-0 1-0 8 3'-0" l'-3" 12" fc'= 2.5 KSI fy= 60 KSI 3"!L---- f�L.----+-3" SHORING BY OTHERS 6" THICK CIP RETAINING WALL, CENTERED DURING BACKFILLING AND OVER FOOTING BELOW, WITH #4 VERT. AT COMPACTION AND UNTIL WALL 24" O.C. AND #4 HORIZ. AT 15" O.C. - REACHES 100% STRENGTH I • MAX RETAINED HEIGHT "A" PER SCHEDULE (2) #4 CONT. WATERPROOFING ROUGHEN SURFACE 1/4" AMPLITUDE AND DRAINAGE /AT COLD JOINT, BY OTHERS, TYP- WHERE OCCURS III�II 1 " 12" MIN. "C" PER SCHEDULE ALTERNATE 9 COMPACTED SOIL TAILS 3" CLR, TYP #4 PIN X 3'-0" LENGTH AT 2'-0" O.C. ( COMPETENT, WITH 8" EMBED IN SIMPSON SET -XP NON -FRACTURED, EPDXY IN 5/8" DIAMETER X 9" DEEP SOLID ROCK STRATUM CLEAN HOLE. TWIST BAR INTO HOLE "B" PER TO COMPLETELY ENCASE IN EPDXY. SCHEDULE SPREAD FTG PER PLAN OBTAIN SPECIAL INSPECTION FROM WHERE OCCURS ARCHITECT PRIOR TO DOWEL PLACEMENT NOTES: 1.) FOOTINGS SHALL BEAR ON CLEAN, COMPETENT, NON -FRACTURED, SOLID ROCK STRATUM. 2.) FOUNDATION MAY NOT PERFORM AS INTENDED AND MAY FAIL UNLESS STRICT ADHERENCE IS MAINTAINED IN ALL ASPECTS OF DETAIL REQUIREMENTS. 3.) PROPER CARE MUST BE TAKEN( TO PREVENT BUILD-UP OF WATER BEHIND RETAINING WALL. 4.) MINIMUM REBAR SPLICE LAP LENGTH IS (80) BAR DIAMETERS U.N.O. 5.5 SEE LATEST APPROVED ARCHITECTURAL PLANS FOR ALL ADDITIONAL INFORMATION (ANCHORS, EMBEDS, SPREAD FOOTINGS, ETC.) AND FOR FOUNDATIONS OUTSIDE OF THE PARAMETERS SHOWN. 6.) RETAINING WALL SHOWN HAS NOT BEEN DESIGNED FOR VEHICLE SURCHARGE LOADS. DO NOT USE THIS DETAIL AT GARAGE WALLS. CONTACT SUMMIT STRUCTURAL DESIGN PRIOR TO CONSTRUCTION WITH ANY DISCREPANCIES. PERI M ETER RET. WALL ON LAVA CAP F5_� NO SCALE �Dl CONT. REINF, (TOP AND BOTT) LAP (60) BAR W = 2 X D3 /DIAMETERS 3'-0" MIN. - LARGER OF D1 OR o D2 MINIMUM 3" MIN. CLEAR LAP (60) BAR DIAMETERS CONT. REINF, (TOP AND BOTT) NOTE: THE TOP SURFACE OF FOOTINGS SHALL BE LEVEL. THE BOTTOM SURFACE OF FOOTINGS SHALL BE PERMITTED TO HAVE A SLOPE NOT EXCEEDING ONE UNIT VERTICAL IN 10 UNITS HORIZONTAL (10% SLOPE). FOOTINGS SHALL BE STEPPED WHERE IT IS NECESSARY TO CHANGE THE ELEVATION OF THE TOP SURFACE OF THE FOOTING OR WHERE THE SURFACE OF THE GROUND SLOPES MORE THAT ONE UNIT VERTICAL IN 10 UNITS HORIZONTAL (10% SLOPE). TYPICAL STEPPED FOOTING ELEVATION 4 NO SCALE �ID I WALL FRAMING AND ATTACHMENT TO `- FOUNDATION BY OTHERS. SEE LATEST APPROVED ARCHITECTURAL PLANS FOR ALL ANCHORS, EMBEDS, ETC."A" FINISH GRADE BY OTHERS. SLOPE iAWAY FROM WALL • RETAINING WALL SCHEDULE RESTRAINED RETAINING "B" "C" 2'-0" 1'-0" 8" 3'-0" 2'-0" 12" fc'= 2.5 KSI 7'o fy= 610 KSI 3" 3" SHORING BY OTHERS 6" THICK CIP RETAINING WALL, CENTERED BACKFILLING AND OVER FOOTING BELOW, WITH #4 VERT. AT �DURING COMPAC11ON AND UNTIL WALL 24 O.C. AND #4 HORIZ. AT 15 O.C. - REACHES 100% STRENGTH (4) #4 CONT. AT 2' WIDE F'TG, MAX RETAINED HEIGHT "A" PER SCHEDULE (2) #4 CONT. AT 1' WIDE FTG WATERPROOFING 1/4" SURFACE AND (DRAINAGE 1 /4" AMPLITUDE AT COLD JOINT, BY OTHERS, TYP WHERE OCCURS o- _.. _.... " "C" PER 12 U:R SCHEDULE " TYP ALTERNATE MIN. EMBED IN �_ TAILS UNDISTURBED SOIL _ I 3" CLR, TYP "B" PER SCHEDULE-�I� SPREAD FTG PER PLAN WHERE OCCURS NOTES: 1.) FOOTINGS SHIALL BEAR ON CLEAN, UNDISTURBED SOIL. 2.) FOUNDATION MAY NOT PERFORM AS INTENDED AND MAY FAIL UNLESS STRICT ADHERENCE IS MAINTAINED IN ALL ASPECTS OF DETAIL REQUIREMENTS. 3.) PROPER CARIE MUST BE TAKEN TO PREVENT BUILD-UP OF WATER BEHIND RETAINING WALL. 4.) MINIMUM REBIAR SPLICE LAP LENGTH IS (80) BAR DIAMETERS U.N.O. 5.) SEE LATEST APPROVED ARCHITECTURAL PLANS FOR ALL ADDITIONAL INFORMATION (ANCHORS, EMBEDS, SPREAD FOOTINGS, E-lC.) AND FOR FOUNDATIONS OUTSIDE OF THE PARAMETERS SHOWN. 6.) RETAINING WALL SHOWN HAS NOT BEEN DESIGNED FOR VEHICLE SURCHARGE LOADS. DO NOT USE THIS DETAIL AT GARAGE WALLS. CONTACT SUMMIT STRUCTURAL DESIGN PRIOR TO CONSTRUCTION WITH ANY DISCREPANCIES. PERIMETER RETAINING WALL 3 NO SCALE SD 1 Q�OFESSION9 K. P F` Z rNo. 75688' * 6/ 0/18 IPJ CIVIL gTFOF CALIF 6/30/17 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE ONLY WITH THE ATTACHED STRUCTURAL LAP VERTICAL BARS 2'-6" WHERE 5" CALCULATIONS BARS ALIGN WITH SLAB REINF., LAP WALL FRAMING/FLOOR FRAMING AND VERTICAL BARS 4'-6" WHERE BARS ATTACHMENT TO FOUNDATION BY DO NOT ALIGN WITH SLAB REINF. OTHERS. SEE LATEST APPROVED ARCHITECTURAL PLANS FOR ALL ANCHORS, EMBEDS, ETC. 4" CONCRETE SLAB WITH #4 AT #4 CONT 24" O.C. EACH WAY AT MID --DEPTH OF SLAB. SLOPE -- #4 DOWEL AT EVERY AND ELEV. PER ARCH AS REQ'D VERTICAL BAR / J� j #4 CONT. CLEAN, PROPERLY COMPACTED GRAVEL -SAND" 12 "TAIL w Q BACKFILL BY OTHERS, TYP 1 1/2 3 SHORING BY OTHERS DURING a m BACKFILLING AND COMPACTION 3 VO)REINFORCING PER SCHEDULEAND UNTIL SLAB REACHES M w I ROUGHEN SURFACE 1/4• AMPLITUDE <=75% STRENGTH N a 383 Rio Lindo Ave. AT COLD JOINT, WHERE OCCURS COMPACTED Suite 200 #4 AT 9" FINISH GRADE Chico, CA 95926 O.C., CONT. g" I "1C PER WATERPROOFING TAIL SCHEDULE P. 530.592.4407 AND DRAINAGE ..... _ SummitChico.com BY OTHERS, TYP IIISPRE_ D FTG PER PLANAWHE E OCCURS fc'= 2.5 KSI #4 AT 12 O.C., "C" PER SCHEDULE fy= 60 KSI OMIT AT "B"=1'-0" 3" CLR, TYP .............: k"B" PER SCHEDULE NOTES: 1.) ALL. STEM WALLS AT PERIMETER OF SLAB MUST HAVE FULL HEIGHT VERTICAL #4 BENT BARS AT SPACING NOTED, 24" O.C. MAX., LAPPED WITH SLAB REINFORCING AS SHOWN. 2.) ENTIRE SLAB MUST HAVE #4 BARS AT 24" O.C. EACH WAY AT MID -DEPTH OF SLAB. LAP BARS 30" AT ALL SPLICES. 3.) FOOTINGS SHALL BE LEVEL AND BEAR ON CLEAN, UNDISTURBED SOIL. 4.) FOUNDATION MAY NOT PERFORM AS INTENDED AND MAY FAIL UNLESS STRICT ADHERENCE IS MAINTAINED IN ALL ASPECTS OF DETAIL REQUIREMENTS. 5.) PROPER CARE MUST BE TAKEN TO DRAIN WATER UNDER THE SLAB TO PREVENT BUILD-UP OF WATER BEHIND RETAINING WALL. 6.) MINIMUM REBAR SPLICE LAP LENGTH IS (80) BAR DIAMETERS U.N.O. TYP PATIO/PORCH RESTRAINED RET. WALL 2 NO SCALE SDI CURB/THICKENED V) G ~ RESTRAINED RETAINING WALL SCHEDULE J OCCURS OCCURS. SEE LATEST APPROVED N W STEMWALL HEIGHT STEMWALL WIDTH "B" "C" "D" HORIZ. REINF. VERT. REINF. UP TO 1'-6" 8" 1'-0" 12" 0" #4 AT 12" O.C. #4 AT 24" O.C. UP TO 2'-6" 8" 1'-6" 12" 9" #4 AT 12" O.C. #4 AT 24" O.C. UP TO 3'-6" 8" 2'-9" 12" 9" #4 AT 12" O.C. #4 AT 24" O.C. UP TO 4'-6" 8"1 4'-0" 12" 1 9" #4 AT 12" O.C. 1 #4 AT 24" O.C. NOTES: 1.) ALL. STEM WALLS AT PERIMETER OF SLAB MUST HAVE FULL HEIGHT VERTICAL #4 BENT BARS AT SPACING NOTED, 24" O.C. MAX., LAPPED WITH SLAB REINFORCING AS SHOWN. 2.) ENTIRE SLAB MUST HAVE #4 BARS AT 24" O.C. EACH WAY AT MID -DEPTH OF SLAB. LAP BARS 30" AT ALL SPLICES. 3.) FOOTINGS SHALL BE LEVEL AND BEAR ON CLEAN, UNDISTURBED SOIL. 4.) FOUNDATION MAY NOT PERFORM AS INTENDED AND MAY FAIL UNLESS STRICT ADHERENCE IS MAINTAINED IN ALL ASPECTS OF DETAIL REQUIREMENTS. 5.) PROPER CARE MUST BE TAKEN TO DRAIN WATER UNDER THE SLAB TO PREVENT BUILD-UP OF WATER BEHIND RETAINING WALL. 6.) MINIMUM REBAR SPLICE LAP LENGTH IS (80) BAR DIAMETERS U.N.O. TYP PATIO/PORCH RESTRAINED RET. WALL 2 NO SCALE SDI CURB/THICKENED V) G ~ U Z _ J OCCURS OCCURS. SEE LATEST APPROVED N W I= J VERTICAL BARS 4'-6" WHERE BARS DO NOT ALIGN WITH SLAB REINF. W aQ Q 0 ( U ANCHORS, EMBEDS, ETC. z LU, J zo cn l'-0" Q Q #4 AT 15" WQ 4" SLAB WITH #4 AT • #4 CONT.. PER ARCH 24" O.C. :D U 06 W W 1® SLAB LAP VERTICAL BARS 2'-6" WHERE ARCH, BARS ALIGN WITH SLAB REINF., LAP G ~ U Z _ J W W 1® SLAB LAP VERTICAL BARS 2'-6" WHERE ARCH, BARS ALIGN WITH SLAB REINF., LAP PWHERE ER WALL FRAMING AND ATTACHMENT TO �_/FOUNDATION BY OTHERS, WHERE U Z _ WALL OCCURS OCCURS. SEE LATEST APPROVED W I= VERTICAL BARS 4'-6" WHERE BARS DO NOT ALIGN WITH SLAB REINF. ARCHITECTURAL PLANS FOR ALL HEIGHT STEMWALL Q "C" "D" HORIZ. REINF. ANCHORS, EMBEDS, ETC. REINF. UP TO 1'-6" 6" l'-0" 12" Uj #4 AT 15" O.C. 4" SLAB WITH #4 AT • #4 CONT.. PER ARCH 24" O.C. Q TO "CONCRETE 24 O.C. EACH WAY AT fl 1'-6" 12" U #4 AT 15" MID --DEPTH OF SLAB. SLOPE 4 DOWEL AT EVERY VERTICAL BAR AT - (n UP AND ELEV. PER ARCH AS REQ'D 3'-6" 6" 2'-4" =) 18" #4 AT 15" 12 TAIL #4 AT 24" O.C. SHORING BY OTHERS DURING I TO c� G 6" 3'-3" COMPACTED GRAVEL -SAND EQ. EQ. v ANDKNG UNTIIL SLAB REACHES�I'N 1 #4 AT 15" Q 1 #4 AT BACKFILL BY OTHERS, TYP 75% STRENGTH 1-: . U ROUGHEN SURFACE 1/4"-8'-0" MIN. '' = w Q AMPLITUDE AT DOOR _ -i v M COMPACTED REINFORCING PER SCHEDULE III=- FINISH GRADE co #4 AT 9" „ PER 9 ROUGHEN SURFACE 1/4' AMPLITUDE D U) w SCHED. CL O.C., CONT. g" AT COU) JOINT, WHERE OCCURS WATERPROOFING TAIL 3" AND DRAINAGE BY OTHERS, TYP SPREAD FTG PER IIIRE-1-PLAN PLAN WHERE OCCURS PERMIT # #AT 12" O.C., "C" PER SCHEDUL.E�' 115 TTE COUNTY DEVELOPMENT SERVICES fc'= 2.5 KSI " n_ r nEVI OMIT AT B -1 -0 E!! V ED FOR !! V D fy= 60 KSI „ MPLIAN('%E 3 CLR, TYP C �j I BY T(z� "B" PER SCHEDULE �I� DATE - REVISIONS: & PC#1 6/30/17 1 NOTES: 1.) ALL STEM WALLS AT PERIMETER OF SLAB MUST HAVE FULL HEIGHT VERTICAL #4 BENT BARS AT DATE: 5/18/17 SPACING NOTED, 24" O.C. MAX., LAPPED WITH SLAB REINFORCING AS SHOWN. 2.) ENTIRE SLAB MUST HAVE #4 BARS AT 24" O.C. EACH WAY AT MID -DEPTH OF SLAB. LAP BARS SCALE: NTS 30" AT ALL SPLICES. 3.) FOOTINGS SHALL BE LEVEL AND BEAR ON CLEAN, UNDISTURBED SOIL. DRAWN BY: RKB 4.) FOUNDATION MAY NOT PERFORM AS INTENDED AND MAY FAIL UNLESS STRICT ADHERENCE IS MAINTAINED IN ALL ASPECTS OF DETAIL REQUIREMENTS. 10B NUMBER: 17-199 5.) PROPER CARE MUST BE TAKEN TO DRAIN WATER UNDER THE SLAB TO PREVENT BUILD-UP OF' WATER BEHIND RETAINING WALL. 6.) MINIMUM REBAR SPLICE LAP LENGTH IS (80) BAR DIAMETERS U.N.O. SHEET: TYP PATIO/PORCH RESTRAINED RET. WALL I NO SCALE SD1 SD1 RESTRAINED RETAINING WALL SCHEDULE STEMWALL HEIGHT STEMWALL WIDTH "B" "C" "D" HORIZ. REINF. VERT. REINF. UP TO 1'-6" 6" l'-0" 12" 6" #4 AT 15" O.C. #4 AT 24" O.C. UP TO 2'-6" 6" 1'-6" 12" 12" #4 AT 15" O.C. #4 AT 24" O.C. UP TO 3'-6" 6" 2'-4" 12" 18" #4 AT 15" O.C. #4 AT 24" O.C. UP TO 4'-6" 6" 3'-3" 12" 1 24" 1 #4 AT 15" O.C. 1 #4 AT 24" O.C. REVISIONS: & PC#1 6/30/17 1 NOTES: 1.) ALL STEM WALLS AT PERIMETER OF SLAB MUST HAVE FULL HEIGHT VERTICAL #4 BENT BARS AT DATE: 5/18/17 SPACING NOTED, 24" O.C. MAX., LAPPED WITH SLAB REINFORCING AS SHOWN. 2.) ENTIRE SLAB MUST HAVE #4 BARS AT 24" O.C. EACH WAY AT MID -DEPTH OF SLAB. LAP BARS SCALE: NTS 30" AT ALL SPLICES. 3.) FOOTINGS SHALL BE LEVEL AND BEAR ON CLEAN, UNDISTURBED SOIL. DRAWN BY: RKB 4.) FOUNDATION MAY NOT PERFORM AS INTENDED AND MAY FAIL UNLESS STRICT ADHERENCE IS MAINTAINED IN ALL ASPECTS OF DETAIL REQUIREMENTS. 10B NUMBER: 17-199 5.) PROPER CARE MUST BE TAKEN TO DRAIN WATER UNDER THE SLAB TO PREVENT BUILD-UP OF' WATER BEHIND RETAINING WALL. 6.) MINIMUM REBAR SPLICE LAP LENGTH IS (80) BAR DIAMETERS U.N.O. SHEET: TYP PATIO/PORCH RESTRAINED RET. WALL I NO SCALE SD1 SD1 SECTION R337.3 STANDARDS OF QUALITY R337.3.1 General. Building material, systems, assemblies and methods of construction used in this chapter shall be in accordance with Section R337.3. R337.3.2 Qualification by testing. Material and material assemblies tested in accordance with the requirements of Section R337.3 shall be accepted for use when the results and conditions of those tests are met. Product evaluation testing of material and material assemblies shall be approved or listed by the State Fire Marshal, or identified in a current report issued by an approved agency. R337.3.3 Approved agency. Product evaluation testing shall be performed by an approved agency as defined in Section 1702 of the California Building Code. The scope of accreditation for the approved agency shall include building product compliance with code. R337.3.4 Labeling. Material and material assemblies tested in accordance with the requirements of section R337.3 shall bear an identification label showing the fire test results. That identification label shall be issued by a testing and/or inspecting agency approved by the State Fire Marshal. 1. Identification mark of the approved testing and/or inspecting agency. 2. Contact and identification information of the manufacturer. 3. Model number or identification of the product or material. 4. Pre-test weathering specified in this chapter. 5. Compliance standard as described under Section R337.3.7. R337.3.5 Weathering and surface treatment protection. R337.3.5.1 General. Material and material assemblies tested in accordance with the requirements of Section R337.3 shall maintain their fire test performance under conditions of use when installed in accordance with the manufacturers instructions. n R337.3.5.2 Weathering. Fire -retardant -treated wood and fire -retardant -treated wood shingles and shakes shall meet the fire test performance requirements of this chapter after being subjected to the weathering conditions contained in the following standards, as applicable to the materials and the conditions of use. R337.3.5.2.1 Fire -retardant -treated wood. Fire -retardant -treated wood shall be tested in accordance with ASTM D 2898, "Standard Practice for Accelerated Weathering of Fire -Retardant Treated Wood for Fire Testing (Method A)" and the requirements of Section 2303.2. R337.3.5.2.2 Fire -retardant -treated wood shingles and shakes. Fire -retardant -treated wood shingles and shakes shall be approved and listed by the State Fire Marshal in accordance with Section 208(c), Title 19 California Code of Regulations. R337.3.5.3 Surface treatment protection. The use of paints, coatings, stains, or other surface treatments are not an approved method of protection as required in this section. R337.3.6 Alternates for materials, design, tests and methods of construction. The enforcing agency is permitted to modify the provisions of this chapter for site-specific conditions in accordance with Section 1.11.2.4. When required by the enforcing agency for the purposes of granting modifications, a fire protection plan shall be submitted in accordance with the California Fire Code, Chapter 49. R337.3.7 Standards of quality. The State Fire Marshal standards for exterior wildfire exposure protection listed below and as referenced in this chapter are located in the California Referenced Standards Code Part 12 and Chapter 35 of this code. SFM Standard 12-7A-1, Exterior Wall Siding and Sheathing. A fire resistance test standard consisting of a 150 kW intensity direct flame exposure for a 10 minutes duration. SFM Standard 12-7A-2, Exterior Windows. A fire resistance test standard consisting of a 150 kW intensity direct flame exposure for a 8 minutes duration. SFM Standard 12-7A-3, Horizontal Projection Underside A fire resistance test standard consisting of a 300 kW intensity direct flame exposure for a 10 minute duration. SFM Standard 12-7A-4, Decking. A two-part test consisting of a heat release rate (Part A) deck assembly combustion test with an under deck exposure of 80kW intensity direct flame for a 3 minute duration, and a (Part B) sustained deck assembly combustion test consisting of a deck upper surface burning ember exposure with a 12 mph wind for 40 minutes using a 2.2 Ib (1 kg) burning "Class A" size 12" x 12" x 2.25" (300 mm x 300 mm x 57 mm) roof test brand. SFM Standard 12 -7A -4A, Decking Alternate Method A. A heat release rate deck assembly combustion test with an under deck exposure of 80 kW intensity direct flame for a 3 minute duration. SFM Standard 12-7A-5, Ignition -Resistant Material. A generic building material surface burning flame spread test standard consisting of an extended 30 minute ASTM E84 or UL 723 test method as is used for Fire -Retardant -Treated wood. SECTION R337.4 IGNITION RESISTANT CONSTRUCTION R337.4.1 General. The materials prescribed herein for ignition resistance shall conform to the requirements of this chapter. R337.4.2 Ignition -resistant material. Ignition -resistant material shall be determined in accordance with the test procedures set forth in SFM Standard 12-7A-5 "Ignition -Resistant Material" or in accordance with this section. R337.4.3 Alternative methods for determining Ignition -resistant material. Any one of the following shall be accepted as meeting the definition of ignition -resistant material: 1. Noncombustible material. Material that complies with the definition for noncombustible materials in Section 202 2. Fire -retardant -treated wood. Fire -retardant -treated wood identified for exterior use that complies with the requirements of Section 2303.2 of the California Building Code. 3. Fire -retardant -treated wood shingles and shakes. Fire -retardant -treated wood shingles and shakes, as defined in Section 1505.6 of the California Building Code and listed by State Fire Marshal for use as "Class B" roof covering, shall be accepted as an Ignition -resistant wall covering material when installed over solid sheathing. SECTION R337.5 ROOFING R337.5.1 General. Roofs shall comply with the requirements of Sections R337 and R902. Roofs shall have a roofing assembly installed in accordance with its listing and the manufacturer's installation instructions. R337.5.2 Roof coverings. Where the roof profile allows a space between the roof covering and roof decking, the spaces shall be constructed to prevent the intrusion of flames and embers, be firestopped with approved materials or have one layer of minimum 72 pound (32.4 kg) mineral -surfaced nonperforated cap sheet complying with ASTM D 3909 installed over the combustible decking. R337.5.3 Roof valleys. Where valley flashing is installed, the flashing shall be not less than 0.019 -inch (0.48 mm) No. 26 gage galvanized sheet corrosion -resistant metal installed over not less than one layer of minimum 72 -pound (32.4 kg) mineral -surfaced nonperforated cap sheet complying with ASTM D 3909, at least 36 -inch -wide (914mm) running the full length of the valley. R337.5.4 Roof gutters. Roof gutters shall be provided with the means to prevent the accumulation of leaves and debris in the gutter. SECTION R337.6 VENTS R337.6.1 General. Where provided, ventilation openings for enclosed attics, enclosed eave soffit spaces, enclosed rafter spaces formed where ceilings are applied directly to the underside of roof rafters, and underfloor ventilation shall be in accordance with Section 1203 of the California Building Code and Sections R337.6.1 through R337.6.3 of this section to resist building ignition from the intrusion of burning embers and flame through the ventilation opening. R327.6.2 Requirements. Ventilation openings for enclosed attics, enclosed eave soffit spaces, enclosed rafter spaces formed where ceilings are applied directly to the underside of roof rafters, and underfloor ventilation openings shall be fully covered with metal wire mesh, vents, other materials, or other devices that meet the following requirements: 1. Listed vents complying W ASTM E2886 W/ the following test results: 1.1.The Ember Intrusion Test shall have no flaming ignition of the cotton material. 1.2.There shall be no flaming ignition during the Integrity Test portion of the Flame Intrusion Test. The max. temperature of the unexposed side of the vent shall not exceed 662°F. 2. Vents complying w/ all the following: 2.1. The dinemsion of the opening therein shall be a min. of 16 and shall not exceed 6'. 2.2. The materials used shall be noncombustible. Exception: Vents located under the roof covering, along the ridge of roofs, with the exposed surface of the vent covered by noncombustible wire mesh, may be of combustible materials. 3. The materials used shall be corrosion resistant. R337.6.3 Ventilation openings on the underside of eaves and cornices. Vents shall not be installed on the underside of eaves and cornices. Exceptions: 1. Listed vents complying w/ ASTM E2886 w/ the following test results: 1.1. The Ember Intrusion Test shall have no flaming ignition of the cotton material. 1.2.There shall be no flaming ignition during the Integrity Test portion of the Flame Intrusion Test. The max. temperature of the unexposed side of the vent shall not exceed 662°F. 2. The enforcing agency may accept or approve special eave and cornice vents that resist the intrusion of flame and burning embers. 3. Vents complying with the requirements of Section R337.6.2 may be installed on the underside of eaves and cornilces in accordance with either one of the following conditions: 3.1.The attic space being ventilated is fully protected by an automatic sprinkler system installed in accordance Wth Section 903.3.1.1 of the California Building Code or, 3.2.The exterior wall covering and exposed underside of the eave are of noncombustible material, or ignition -resistant -materials as determined in accordance with SFM Standard 12-7A-5 Ignition -Resistant Material and the vent is located more than 12 feet from the ground or walking surface of a deck, porch, patio, or similar surfaces SECTION R337.7 EXTERIOR COVERING R337.7.1 Scope. The provisions of this section shall govern the materials and construction methods used to resist building ignition and/or safeguard against the intrusion of flames resulting from small ember and short-term direct flame contact exposure. R337.7.2 General. The following exterior covering materials and/or assemblies shall comply with this section: 1. Exterior wall covering material. 2. Exterior wall assembly. 3. Exterior exposed underside of roof eave overhangs, 4. Exterior exposed underside of roof eave soffits. 5. Exposed underside of exterior porch ceilings. 6. Exterior exposed underside of floor projections. 7. Exterior underfloor areas. Exceptions: 1.1.Exterior wall architectural trim, embellishments, fascias and gutters. 1.2. Roof or wall top cornice projections and similar assemblies. 1.3. Roof assembly projections over gable end walls. 1.4. Solid wood rafter tails and solid wood blocking installed between rafters having minimum dimension 2 inch (50.8 mm) nominal. 1.5. Deck walking surfaces shall comply with Section R337.9 only. R337.7.3 Exterior walls. The exterior wall covering or wall assembly shall comply with one of the following requirements: 1. Noncombustible material. 2. Ignition -Resistant material. 3. Heavy timber exterior wall assembly. 4. Log wall construction assembly. 5. Wall assemblies that meet the performance criteria in accordance with the test procedures for a 10 -minute direct flame contact exposure test set forth in SFM Standard 12-7A-1. Exception: Any of the following shall be deemed to meet the assembly performance criteria and intent of this section: 1.1.One layer of 5/8 -inch Type X gypsum sheathing applied behind the exterior covering or cladding on the exterior side of the framing. 1.2. The exterior portion of a 1 -hour fire resistive exterior wall assembly designed for exterior fire exposure including assemblies using the gypsum panel and sheathing products listed in the Gypsum Association Fire Resistance Design Manual. R337.7.3.1 Extent of exterior wall covering. Exterior wall coverings shall extend from the top of the foundation to the roof, and terminate at 2 inch (50.8 mm) nominal solid wood blocking between rafters at all roof overhangs, or in the case of enclosed eaves, terminate at the enclosure. R337.7.4 Open roof eaves. The exposed roof deck on the underside of unenclosed roof eaves shall consist of one of the following: 1. Noncombustible material. 2. Ignition -Resistant material. 3. One layer of 5/8 -inch Type X gypsum sheathing applied behind an exterior covering on the underside exterior of the roof deck. 4. The exterior portion of a 1 -hour fire resistive exterior wall assembly applied to the underside of the roof deck designed for exterior fire exposure including assemblies using the gypsum panel and sheathing products listed in the Gypsum Association Fire Resistance Design Manual. Exceptions: The following materials do not require protection: 1.1. Solid wood rafter tails on the exposed underside of open roof eaves having a minimum nominal dimension of 2 inch (50.8 mm). 1.2. Solid wood blocking installed between rafter tails on the exposed underside of open roof eaves having a minimum nominal dimension of 2 inch (50.8mm). 1.3. Gable end overhangs and roof assembly projections beyond an exterior wall other than at the lower end of the rafter tails. 1.4.Fascia and other architectural trim boards. R337.7.5 Enclosed roof eaves and roof eave soffits. The exposed underside of enclosed roof eaves having either a boxed -in roof eave soffit with a horizontal underside, or sloping rafter tails with an exterior covering applied to the underside of the rafter tails, shall be protected by one of the following: 1. Noncombustible material. 2. Ignition -Resistant material. 3. One layer of 5/8 -inch Type X gypsum sheathing applied behind an exterior covering on the underside of the rafter tails or soffit. 4. The exterior portion of a 1 -hour fire resistive exterior wall assembly applied to the underside of the rafter tails or soffit including assemblies using the gypsum panel and sheathing products listed in the Gypsum Association Fire Resistance Design Manual. 5. Boxed -in roof eave soffit assemblies with a horizontal underside that meet the performance criteria in accordance with the test procedures set forth in SFM Standard 12-7A-3 or ASTM E2957. Exceptions: The following materials do not require protection: 1.1. Gable end overhangs and roof assembly projections beyond an exterior wall other than at the lower end of the rafter tails. 1.2. Fascia and other architectural trim boards. R337.7.6 Exterior porch ceilings. The exposed underside of exterior porch ceilings shall be protected by one of the following: 1. Noncombustible material. 2. Ignition -Resistant material. 3. One layer of 5/8 -inch Type X gypsum sheathing applied behind the exterior covering on the underside of the ceiling. 4. The exterior portion of a 1 -hour fire resistive exterior wall assembly applied to the underside of the ceiling assembly including assemblies using the gypsum panel and sheathing products listed in the Gypsum Association Fire Resistance Design Manual. 5. Porch ceiling assemblies with a horizontal underside that meet the performance criteria in accordance with the test procedures set forth in SFM Standard 12-7A-3 or ASTM E2957.. Exception: Architectural trim boards. R337.7.7 Floor projections. The exposed underside of a cantilevered floor projection where a floor assembly extends over an exterior wall shall be protected by one of the following: 1. Noncombustible material. 2. Ignition -Resistant material. 3. One layer of 5/8 -inch Type X gypsum sheathing applied behind an exterior covering on the underside of the floor projection. 4. The exterior portion of a 1 -hour fire resistive exterior wall assembly applied to the underside of the floor projection including assemblies using the gypsum panel and sheathing products listed in the Gypsum Association Fire Resistance Design Manual. 5. The underside of a floor projection assembly that meet the performance criteria in accordance with the test procedures set forth in SFM Standard 12-7A-3 or ASTM E2957. Exception: Architectural trim boards. R337.7.8 Underfloor protection. The underfloor area of elevated or overhanging buildings shall be enclosed to grade in accordance with the requirements of this chapter or the underside of the exposed underfloor shall consist of one of the following: 1. Noncombustible material. 2. Ignition -Resistant material. 3. One layer of 5/8 -inch Type X gypsum sheathing applied behind an exterior covering on the underside of the floor projection. 4. The exterior portion of a 1 -hour fire resistive exterior wall assembly applied to the underside of the floor including assemblies using the gypsum panel and sheathing products listed in the Gypsum Association Fire Resistance Design Manual. 5. The underside of a floor assembly that meets the performance criteria in accordance with the test procedures set forth in SFM Standard 12-7A-3 or ASTM E2957. Cvnen�inn• I-In�.ni_4imhnr c+n rfi r�I -1-ne �n ,! hnbme rin nni ram urn nrnfnnfinn R337.7.8 Underside of appendages. When required by the enforcing agency the underside of overhanging appendages shall be enclosed to grade in accordance with the requirements of this chapter or the underside of the exposed underfloor shall consist of one of the following: 1. Noncombustible material. 2. Ignition -Resistant material. 3. One layer of 5/8 -inch Type X gypsum sheathing applied behind an exterior covering on the underside of the floor projection. 4. The exterior portion of a 1 -hour fire resistive exterior wall assembly applied to the underside of the floor including assemblies using the gypsum panel and sheathin products listed in the Gypsum Association Fire Resistance Design Manual. 5. The underside of a floor assembly that meets the performance criteria in accordance with the test procedures set forth in SFM Standard 12-7A-3 or ASTM E2957. Exception: Heavy -timber structural columns and beams do not require protection. SECTION 337.8 EXTERIOR WINDOWS AND DOORS R337.8.1 General R337.8.2 Exterior glazing. The following exterior glazing materials and/or assemblies shall comply with this section: 1. Exterior window. 2. Exterior glazed doors. 3. Glazed openings within exterior doors. 4. Glazed openings within exterior garage door. 5. Exterior structural glass veneer. R337.8.2.1 Exterior windows and exterior glazed door assembly requirements. Exterior windows and exterior glazed door assemblies shall comply with one of the following requirements: 1. Be constructed of multiple glazing with a minimum of one tempered pane meeting the requirements of Section R308 Safety Glazing, or 2. Be constructed of glass block units, or 3. Have a fire -resistance rating of not less than 20 minutes when tested according to NFPA 257, or 4. Be tested to meet the performance requirements of SFM Standard 12-7A-2 R337.8.2.2 Structural glass veneer. The wall assembly behind structural glass veneer shall comply with section R337.7.3. R337.8.3 Exterior doors. Exterior doors shall comply with one of the following: 1. The exterior surface or cladding shall be of noncombustible or Ignition -resistant material, or 2. Shall be constructed of solid core wood that comply with the following requirements: 2.1.Stiles and rails shall not be less than 1 3/8 inches thick 2.2.Raised panel shall not be less than 1 1/4 inches thick, except for the exterior perimeter of the raised panel that may taper to a tongue not less than 3/8 inch thick. 3. Shall have a fire -resistance rating of not less than 20 minutes when tested according to NFPA 252. 4. Shall be tested to meet the performance requirements of SFM Standard 12-7A-1. R337.8.3.1 Exterior door glazing. Glazing in exterior doors shall comply with Section R337.8.2.1. SECTION R337.9 DECKING R337.9.1 General. The walking surface material of decks, porches, balconies and stairs shall comply with the requirements of this section. R337.9.2 Where required. The walking surface material of decks, porches, balconies and stairs shall comply with the requirements of this section when any portion of such surface is within 10 feet (3048 mm) of the building. R337.9.3 Decking surfaces. The walking surface material of decks, porches, balconies and stairs shall be constructed with one of the following materials: 1. Ignition -resistant material that complies with the performance requirement of both SFM Standard 12-7A-4 and SFM Standard 12-7A-5. 2. Exterior fire retardant treated wood. 3. Noncombustible material. 4. Any material that complies with the performance requirements of SFM Standard 12 -7A -4A when attached exterior wall covering is also either noncombustible or ignition -resistant material. Exception: Wall material may be of any material that otherwise complies with this chapter when the decking surface material complies with the performance requirement ASTM E 84 with a Class B flame spread rating. SECTION R337.10 ACCESSORY STRUCTURES R337.10.1 General. Accessory and miscellaneous structures, other than buildings covered by Section R337.10.1, which pose a significant exterior exposure hazard to applicable buildings during wildfires shall be constructed to conform to the ignition resistance requirements of this section. R337.10.2 Applicability. The provisions of this section shall apply to trellises, arbors, patio covers, carports, gazebos, and similar structures of an accessory or miscellaneous character. Exceptions: 1. Decks shall comply with the requirements of Section R337.9. 2. Awnings and canopies shall comply with the requirements of Section 3105. R337.10.3 Where required. Accessory structures shall comply with the requirements of this section. PERMIT4 BUTTE COUNW DEVELOPMENT SERViCEc' REVIEWED FOR BY DATECO Z ? .._ ..ANCE PLI Revision: Date: By: N n u7 vim, W ^^ . W) CU N .G I�1 U o � F� w U O V � "U W C Wo a M 00 M W F -y -i W t�--i H F -+-I H D �r No. 2 83 N� 7/17 WILDLAND URBAN INTERFACE Date 2017 Scale Drawn Job Sheet wul Of Sheets Q � @_ftl 2016 Low -Rise Residential Mandatory Measures Summary NOTE: Low4ise res�den tat buildings su4ect to the Energy Standards most comply Mth A appficable mandatory measures, regardk�ss of the compiance approach used. Re0ew the respedive section formore infcinma�on. tExceptons may apoty. (Orid nal Cli 1 6) Building Envelope Measures: § 110.6 (a) 1: Air Leakage. Manufactured fenesiration; exterior doors, and extenor pet doors must limit air leakage to 0.3 cfm1ft2 or less when test ed per dyer vent. NFRC400 or ASTM E293 or AAWANDMAIGSA. I 01 A.S.21,940-201 I �* § 110.6(a)51 Labeling. Fenest ration products must have a label meeting the requirements of § I 0-1 1 1 (a), § 1 10,6 (b): Field fabricated exterior doors and fenestration products must use U -factors arid solar heat gain coefficient (SHGQ values from TABLES , Storage Tank Insulation. Unfired hot water tarlks� such as storage tar*s and backup storage tanks for solar water-hpaling systems, must have ' I 10,6-A and 110 6-8 for compliance and must be caulked andlor weatherstripped § 1107. Air Leakage. All joints, penetrations, and other openings in the building envelope that are potential sources of air leakage must be caull,,ed, , Water piping and cooling system line Insulation. For domestic hot water systpri-i piping, whether buried or unburied, all of t he following must gasketed, or weather stli pped. § 110.8(a). Insulation Certification by Manufacturers. Insulation specified orinstalled Must Meet Standards for Insulating Material. § 110.13LJ� - Insulation Requirements for Heated Slab Floors. Heated slab floors must be insulated perthp requirements of § 110.8(g), § 1 10.801 : Roofing Products Solar Reflectance and Thermal Emlittance The thermal emiltance and aged solar reflectance values of the roofing kitchen frxturps.' material mus', meet the requirements of § 110.8@ when the installation of a coot roof is specified on the CF1 R , § 1 10.80: Radiant Barrier. A radial bamer mist have an errittance of 0 05 or less and be certified to the Department of Consumer Affairs end non -crushable casinq or slee-ve.' - Ceiling and Rafter Roof Insulation. Minimum R-22 insulation inwood-firame ceiling, or the weighted average Waclor must not exceed 0.043. Water piping and cooling system line Insulation. Pipe forcoolplig system lines must be insulated as speafied in§ 150.0(j)2A Distribution Minimum R-19 orweiqhted average Wwtor of 0.054 or less in a rafter roof after.ton. Attic access doors must have permanently attached � § 150,0 (a) -I insulation usirp adhesive or mehanical fasteners. The attic access must be gaskeled to prevent air leakage. Insulation must be installed in , , Insulation Protecton. Insulation must be protectedfrom damage. including that due tossunlighl, moisture, equipment maintenance, and wind. direct contact with a continuous roof orceiling which is sealedto limit infiltration and exilltration as spercified in § 1107, including but not limited Insulation Protection. Insulation exposed towealher must be installedwith a cu�,;--ir suitable for outdoor service. For example, protected by to placing insulation either above or below the roof deck or on top of a drywall ceiling* § 150.0(b)� Loose -fill Insulation. Loose fill insulation must meet the manufacturers required density forthe lateled R -value. came dmadation of the material , Wall Insulation. Minimum R- 13 insulation in2x4 inch wood framingwall or hate a Wactor of 0.1102 or less (R-19 In 26 or Wactor of 01.074 or § 150.0(c)� less). Oparruenon-framed assemblies must hate an overall assembly Wactornot ie-ceedngO.102, equivalent to an installt�dvalu P. JR-lJin a ClasslorClassilve rretarder wood framed assembly.' § 150.0(1: Raised -floor Insulation. Minimum R-19 insulation in raised wood framed floor or 0 037 maximurn 1 -1 -factor.' § 15DDO: Slab Edge Insulation. Slab edge insulation must meet all of the following have awater absorption rate, for the insulation material alorne,without termination and the space%trre thewater heater is installed, a condencale drain that is no more than2 inches highe1han the base of the facings, no greaterthan 0.3%; have a watervapor permeance no greater than 20 pernifirich; be, protected from physical damage and LP\/ light water heder, and allows nIcUral draining without pump assislama, and a gas iripty line with a capacity of at least '20,000 BIJhr , deterioration, and, when installed as part of a healed slatifloor, meet the requirements of § 110,8(g). § 150,0(g)l. I Vapor Retarder. In Climate Zones 1-16, the eailh floor of urvented crawl space must be covered,00th a Class I or Class 11 vapor retarder. This Solar Water -heating Systems. Solarwale�r fieding systems and collectors must be certified and rated by the Solar PAng and Certification requiremke�rt also applies toconfrolledventilation crawl space for buildings complying with the exoprition to�, 150 O(el. � � § 150.0(02 Vapor Retarder. In Climate Zones 14 and 16, a Class I or Class 11 vapor retarder must be installed on the conditioned spa,,e side of all § 110,8(13� insulation in all eytedorwalls, vented attics, and unvented attics with Fir -permeable insulation. § 1 550.0 (q): Fenestration Products. Fenestration, including skylights, separating conditioned space from uriconditioned space or outdoors must have a � �Ll maximum U-fiactor of 0,5FJ, or the weighted average Wactor of all fenestration must not exceed 0.58.' Fireplaces, Decorative Gas Appli ances, and Gas Log Measures: § 150.0(e)l A Closable Doors. Masonry or fadory-built fireplaces must have a closable metal or glass doorcovering the entire opening, of the firebox, § 150.0(e)l B Combustion IntakeL Masonry or factory-bUilt fireplaces must have acombustion Outside air intake, which is at least six square iriches in area a rrinimum installed level of RA.2 when entirely in conditioned spai�p as confirme'll through field verific.alion and diagnostic testing and is equipped with a readily ar,cessible, operable, and tight -fitting damper orcombustion-air control device.' � § 15D.O(e)l C: Flue Damper. Masonry or factory -built fireplaces must have a flue damper with a readily accessible control ' . § 150,0(e)2. Pilot Light. Continuous burning plot lights and the me of indoor air for cooling a firebox jacket, when that indoor air is vented to the outside of . gs greater than % inct the combination of mastic. and either mesh or meets the recuirements of UL 723. If mastic or tape is used to seEl opening I I I I � the buildinq ere prohibited. � Space Conditioning, Water Heating, and Plumbing System Measures: § I 10.0-§ 1 10.3: Certification. Heating, ventilation end eirconchtioning (HVAC) equipment, water heaters, showerheads, faucets, and all other regulated � 250 appliances must be certified the manufacturerto the Enerq�r Commission,* � § 110.2(6)� WAC Efficiency. Equipment must meet the applicable efficiency requirements inTABLE 110,2-Athrough TABLE 110.2-K* § 150.0(m)2 Controls for Heat Pumps with Supplementary Electric Resistance Heaters. Heat pumps with Supplementary eit�-tnc resistance I-reallers § 1 10,2(b) must have controls that prevent supplementary healeroperalion when the heating load can be met ty the heat pump alone, and inwbich the I cul -on temperature forcompression heating is higher than the cut -on temperature for supplementary heating and theall-off temperdine for ,:I compression heating is higherthan the cut-off terriperature forsupplementary heating,' § 1 10.2 (c): Thermostats. All uridary heating or cooling syslems not controlled by acentral energy management control system (EMCS) must have a �_I E===' setback thermostat.* § IT.0(rJa Water Heating Recirculation Loops Serving Multiple Dwelling Units. Water heating reciriculation loops serving multiple dwelling units must § 110,3(C)5� meet the air release vatve, backflow prevention, pump priming ., pump isolation valve, and recirculat ion loop connection requirements of § * No 21 0, 1�1 1-� r= . . 1103(d)5, § I 10.3(c)7� Isolation Valves. Instantaneous water heaters with an input rating greater than 6 8 kBTU/hr (2 kAJ must hate isolation valveswith hose biblos 0AL&REEN or other fittincr on both cold water and hot water lines of water healing systems to allow for wat er lank flushing when the valves are closed , § 1105. Pilot Lights. Continuously burning pilot lights are prohibited for natural gas: fan -type central furnaces, household cod,,Jng appliames (appli- § 1-550,0(m)10: ances without an electrical supply voltage cornection with Pilot light s that consume less than 150 Btulhr are exempt), and pool and spa heaters.' § I 10 10(e)I: Building Cooling and Heating Loads. Heating ardorcooling loads are calculated in accordance with ASHRAE Handbook, Equipment I § 150.ONI: Volume, Applications Volume, and Fundamentals Volume; SMACNA Residential Comfort System Installation Standards Manual,, or ACCA I I § 1 10,10(e)2 Manual J uq,rq desiqn conditions specified in � 1%0(42 � , a_' - 2016 Low -Rise Residential Mandatory Measures Summary I . Duct System Sizi ng and Air Filter Grille Sizing. Space conditioning systems that me forced air ducts to supply cooling to an occupaLile space must hate a We for the placement of a static pressure probe (HSPP), or a permanently installed static pressure probe (PSPP) in the , § 150,0(1'13, supply plenum, The space conditioning system must also demonstrate airflow � 350 CRA per ton of nominal cooling capacity through tl-le return grilles, and an air -handling unit fan efficacy < 0.53 WICRA as confirmed by field verification and diagnostic testing, in accordance �Mth I I Reference Residential Appendix W.3. This a M.. lies to both sinde zone central ficri air systems End every zone for zonally cortirr-fled central , I foriced air systems. * - Ventilation for Indoor Air Quality. All d4velling. units must meet the requirements of ASHRAE Standard 62.2. Neither window opera ion nor §150,0(0)1 continuous operal ion of central forced air system air handlers used in central fan ini,egrated ventildirn systems are permissible Methods cf providing whole -building ventilation. , § IT,0(6)IA Field Verification and Diagnostic Testing. Whole-buildingvertilation airfloils/ must beconfirmedthrough field verificalion and dagnostic testing, in acccordanice%vith Reference Residential Appendix RA3.7. Pool and Spa Systems and Equipment Measures: Certification by Manufacturers. Any pool or spa heating system or equipment must be cedified to have all of the following: a thermal. efficlency., 4"_1` ___I;_ I.A�. Ili- A --I; _ r_fF;__ 0- J,1; 4f -A k f Af�;Afflh I., ih-A nlln,�� 0ii dti nfffl�, har,far V, �, . I _V I . inent weatherproof plate orcard with operating instrWiorn; and must not me electric ! be installed with at I east 306 inches of pipe between the filter and the heater, cc dedicated inections to allow for future solar heatinq pump or gas heater must have a crvpr. ;. Pools must have directional inlets that adequately mix the pool water. and a time svillcti that un only during off-peak electric demand periods. - List not have a continuously burning Pilot light. sidential pool systems or equipment must met the specified requirements for pump sizing, flow g control devices and systems, ballad s� and lurrinaires must meel the applicable rp,quirements , - , a JA8 high efficacy light source, for compliance with § 150.0(k), a resii.Jerilial light SOUice Must if o Reference Joint Appendix JP43 I be high efficacy in accordance wit h TABLE 150.0-A al boxes that are more than 5 feet above flip- finished floor and do not contain a lurTiinaire or r of bedrooms. These electrical boxes must be served by a dimme, vacancy serisorconlrol, or Luminaires recessed into ceilims must meet all of the requirements for insulation contwt (IC) � socket and light ,source as deschbed in § 150%)l C. A JA8-2016-E light source rated for ispection in all recessed doo/rili(tt luminaires in ceiling , , s. ips rated 13walls or greater must be electronic aid must have an output frequency rn less than and night lights integral to installed luminaires or exhaust fans must be rated to consume no, , gust fan as detenTlined in accordance with § 130,10i(c). Night lights do not need to be conlrolled e - is gral to exhar! fans (except when installed by the manufacturer in kitchen P,Y,haL,t hoods) 0(k).' �es must not be recessed dovdic ,ght luminaires in ceilings and must contain lamps the.,. r.comply Vs must be marked with'JAB-2016' or *X-2DI&F as specified in ReferenceJoin! Appendix i enclosed luminaires must be dA8 con -pliant and must be marked with'JA&2016-E' ase cut dimmers used,41h LED right sources must comply with NEIMASSI-7A I rust be smtitched separately from lighting systems.* ist be switched with readily accessible controls that permit the luminaires to be manually �quipmerrt must be installed in accordanice with manUfa3turer's instructions. st bypass a dimmer orvacatiry senscirfunction if the control is installed to complywi+h As must comply willithe applicable requirements of § 110.9, nagement control system (EMCS) may be used to complytitrith dimmer requirements if it �ts the Installation Certificate requirements of § 130,� meets the, EMCS requirements of § 53%)2 !r be med to cornply� with vacancy sensor requirements in § 1T.0(k) if it meets all of the -ring to § 110 9, the Installation Certificate requirements of § 1310.4, the EMCS requirements of § . - Q. I )rograrr(nable controller may be used to comply with dimmer requirements in § 150 O�k,' to § 1 10,9, and corriplies with all other applicable requirements in § 1150,0�)2, ,) if it I I 1� - .,-,--... - - i . ____ - -, �. . ____ � ___ . I a,, � " - 2016 Low -Rise Residential Mandatory Measures Summary S 15010(h)3A Clearances. Instd,led air conditioner and heat PURP 0011 door condertsIng Units must ha,fe a cleararice of at least 5 feet from the outlet of any �� dyer vent. § 150,0(N38: Liquid Line Drier, Installed arcondil,oner and heal pump systerns mul be equipped w1h IIqUd line filte, dners if required, as specified by 0 ti t d ,-., or c 3 rrc t ad hi c q I VC -11,; lielrdacturer's instructiom § 150 0011 : Storage Tank Insulation. Unfired hot water tarlks� such as storage tar*s and backup storage tanks for solar water-hpaling systems, must have ' E. u 1:,i� c r f lo o r .ndh cmvc� P-12 exlemal insulation or R-16 internal -insulation where the int emal insulation R -value is indicated on the exterior of the tank § I 50 0 ��,)3A- Water piping and cooling system line Insulation. For domestic hot water systpri-i piping, whether buried or unburied, all of t he following must Cii-rarli tili: adherINCIS be insulated according to the requirements of TABLE 120,3-A the f irst 5 feet of hot and cold water pipes from the storage tank, all piping with a § I T 0 @2A nominal diameter of 3/4 inch or larger, all pipirg associated with a domestic hot water recirculation -s ' yslem regardless of the pipe diamell Pr, - Prywall, and pancl ad hcml��", � piping, from the heating source to storage tank cc tv--tween tar*-,,-,. pipirxj buried ho!o%st grade, and af! hot water pipes from the heating source. to § IT,0(k)3R kitchen frxturps.' § 150.0@2B: Water piping and cooling system line Insulation All domestic hol water pipes t1liat are buried belo grade must be installed in awater proof 'N � § 1 50 0 (k)301 end non -crushable casinq or slee-ve.' § 19),06)2C: Water piping and cooling system line Insulation. Pipe forcoolplig system lines must be insulated as speafied in§ 150.0(j)2A Distribution § 150,ON31]i� ppinq for steam and hydronic heating systems or hot water systems must meet the requirements in TABLE 120,3-A' , § 150,0@3: , Insulation Protecton. Insulation must be protectedfrom damage. including that due tossunlighl, moisture, equipment maintenance, and wind. § 150,OM4: Insulation Protection. Insulation exposed towealher must be installedwith a cu�,;--ir suitable for outdoor service. For example, protected by § 150 0�)M- aluminum, sheet metal, painted carivas, or plastic cover. The cover must be waller retardant and rccivide shielding from solar radi alion that can § 1%0l(k)5� came dmadation of the material , § IT 00)3B: Insulation Protection. Insull dion covering chilled water piping and reftiTrant suction pipric It .1 located outside the conditioned space must have a At-41-tesive pri,mcT for rLmtic ClasslorClassilve rretarder § I T 0 (�)6A Gas or Propane Systems. Systems using gasor proparieviater tip-alers to serve individual distelling units must include all of the following a § 150.0(11: 120V electrical receptacle NPA63 feet of the water heater,, a Category III or Wvent, or a Type 9 vent with straight pine between the outside 1 ,_ -S S tructu iral wo cd mcm tiier ad lic-s 1111'e, termination and the space%trre thewater heater is installed, a condencale drain that is no more than2 inches highe1han the base of the T,:)p cmd trim adhes;ive I 1 water heder, and allows nIcUral draining without pump assislama, and a gas iripty line with a capacity of at least '20,000 BIJhr , § 150.0(lZ Recirculating Loops. Reciricdaling loops serving multiple dx�-elllng units must me4e the requirements of § 110.3(r,)5 § 150,0(N3: Solar Water -heating Systems. Solarwale�r fieding systems and collectors must be certified and rated by the Solar PAng and Certification Flw;tic ficmrm Corporation (SRCQ or by a listing aqency that is approved by the Executive Director. I Ducts and Fans Measures: § 110,8(13� I I Ducts. Insulation installed on an existing spac-e-conditionng duct must comply with § 604,0 of the California Mechanical Code (CMC). If a § I 10.10(a)l: contrwtor installs the insulation, the contractor must certify to the customer, in writing that the insulation meets this requirement. �Ll CMC Compliance. All air-distnbution system ducts and plenums Must be instal!�-d. sealed, and insulated to meet the requirements of CMf� § 1 10,10(a)2 §§ 601,Q 60-2 Q 603,0, 604,10, 605.0 and X,IS!,'1SMX_N,A-006-2'))6 HVAC Duct Construction Standards Metal and Flexible 3rd Edition. Portions 730 550 of supply -air. aid relurn4r dLrls and plenums rrusf be insulated to a minimum inst, allied level of R-6.0 (or higher if required by CM § 605.0) or � too I a rrinimum installed level of RA.2 when entirely in conditioned spai�p as confirme'll through field verific.alion and diagnostic testing § 150,10(m)t (RA3.1.4 3.8.). Connections of metal ducts and imer core of flex,ible dLr.ts must be mechanically fastened. Openings must be sealed with 450 mastic, tape, or other duct-diosure system that meets the applicable requirements of LIL 181, UL 181A, or UL 181 B or aerosol sealant that § 1 10,10(b)l: . gs greater than % inct the combination of mastic. and either mesh or meets the recuirements of UL 723. If mastic or tape is used to seEl opening I I I I � I 100 tape must be used. Building cavities, support plalfom�ls for air handerss, aid plenums designed oroorstructed with materials other than sealed 420 sheet metal, did board or flexi , ble duct Must not be used for corw�ying conditioned air. Building cai and support platforms may contain 250 ducts, Ducts insialled incavities and support platforms must not be compressed to came reductions in tl-r- cross-sectional area of the ducts.' I 22 7 5 Facto ryL Fabricated Duct Systems. Factory-fabncated duct systems must complywth applicable requirements for did construction, § 150.0(m)2 corrections, andclosures�, joints and Seams Of duct Systems end their comporprils must not be sealed with cloth ba -l< rubber adhesive dd § 1 10.10�i)',A taries uril --,s sLr.h tape is used incorribinationwith mastic and&. awbands. § 150.0(m)3: Field -Fabricated Duct Systems. Field fabircaled duct -systems mus,11 comply with applicable, requirerrients for pressure-sensitivetapes, ,:I mastics, sedarills, and other requirements specifim.- for duct cor-druction. § 150,0(m)7 Backdraft Dampers. All fan systems that exchange air between!"le conditioned space and the oulside of the building must have backdraft or . �_I E===' automatic dampers, § IT.0(rJa Gravity Ventilation Dampers. Gravity ventilating systerriss serving conditioned space must have either aulorna[io or readily accessible, � _J () manually operated dampers in all openings to the outside, e-cept combustion inlet and outlet air opinnin s and elevator shaft vents. � ig * No 21 0, 1�1 1-� r= . . Protection of Insulation. Insulation must be protected from dana,ge, including that due to sunlight, moisture, equipment maintenance, and § 150.0(m)g wind. Insulation exposed toweallier must besuitable for outdoorservice Forexample, projected tv aluminum, Street metal, paintedcanvas, or 0AL&REEN plasticcover. Cellularficiam insulation must be protected as above or paintedwith a470afingthal is�.-ater retardant andprovides shielding from § I 10,10(d): solar radati on § 1-550,0(m)10: I Porous Inner Core Flex Duct. Porous innercoreflex duct mist have a non -porous laver betweenthe innercoreand ouler vapor bamer. § I 10 10(e)I: Duct System Sealing and Leakage Test. When space conditioning systerns, use torced air duct systems to supply conditioned air to an § 150.0(rq I 1 : ,_ __- occupiable space,, the ducts must be sealed and dixt leakage tested, a-, confirmed 'through field verifir,alion and diagnostic testing, in I § 1 10,10(e)2 accordance with § 150.0(m)l land Reference Residential pendix RA3 . , �. I � I- , . i Air Filtration. Mechanical systems that supply air to an occupiable space through ductwork exceeding 1 0 feet in lendh and through a thermal § 1T,0(m)I2. conditioning component, except evaporative confers, must be pi-ided with air filt eer devices that Meet the design, installation, efficiency, 1 I pressure drop, and labeling requirements of � 150.0(m) 1 2, e, 1 2016 Low -Rise Residential Mandatory Measures Summary § 1 T 0 �,)'_) J Interior Switches and Controls. In bathrooms, garages, laundry rooms, and utility rooms, d least one lurrinaire in each of these Spaces must Indoorcarpct adhv,�iyc,s te controlled bj a vxancy sensor. § IT 0(k)2K: Interior Switches and Controls. Dimmers or va_-.ancy sensors must control all Jurronaires required to have light sources compliant wllh 0 ti t d ,-., or c 3 rrc t ad hi c q I VC -11,; Reference Joint Appendix JA8. except lumni in closets less than 70 Square feel and luminaires in hall,,vays.* § 1 50 0 (1)2L Interior Switches and Controls. Undericabinet lighting must bes,witol-le-d separately from other lighting systems. E. u 1:,i� c r f lo o r .ndh cmvc� , dings, outdoor lighnng permanenliy mounled to a residertial building or to other Residential Outdoor Lighting. For single-family residential builA ' is § I 50 0 ��,)3A- buildings on the same lot, must meet the requirement in item § 1,550.0�,)�Ai (ON and OFF switch) and flip requiremerils in either item Cii-rarli tili: adherINCIS § 150 O�.)3A,ii (photocell and motion sensor) or item § 150 0(k)"'Aiti (photo control ,and automatic time s�sritch control, astronomical time clock., or VC T al.nd a-Ttia I t ti ti: ad hes lVel-I EMCS). Prywall, and pancl ad hcml��", � I Residential Outdoor Lighting. For law-nse niultifamily residential buildings, odd,.,,qr lighting for private palio3, entrances, balconies�, § IT,0(k)3R residential carports with I -.ss than eight vehicles per site must comply with md porches; and outdoor fighting for residential parking lots and I ,, 'T%,lLil6purp(-_#5c, coristmis-7tion adlics6-cs eiiilher� 150%)3Aorwiththe q_)plicablerequirpments m6 _ l,T Q 1,�O � ITA, 140 7 and 141.0 � _§ 110.9 § 1 50 0 (k)301 Residential Outdoor Lighting. For low-rise residential buildings %soth four or more dwelling units, OLOW lighting ryA regulated by S 1 n-,lo_--pLv roc)f ri mh mine ad h,__-,IVn § IT.OH313 or § 150.0(k)3D must comply with the applicable requirements in §§ 110.9, 130 Q 130,2� 1,T4, 1401 an d 141.0, � § 150,ON31]i� Residential Outdoor Lighting. Outdoor lighting for residential parking lots and residential carports with a total of eight or more Tl0NS vehicles per site must comply with the applicable requirements in. §§ 110,9, 1,T.Q 1,T.2,1300.4,140.7, and 141.0, § 150,OM4: Internally Illuminated address signs. Internalty illuminated add,ess signs must, comply with iS 140.8, or must consume no more than 5 watts of 'y - I , power as determined eccordn 130,0(11 _q I o _§ 1) § 1%0l(k)5� Residential Garages for Eight or More Vehicles. Lighting for residential par�m garages for eight or more vehicles must comply willilhe , Pla,;t'1ceernc",tr,vIdl"_g mplicable regiirements for noliresiderilial parecies, in§§ I 10 q, I,K Q 130 1, 1,3i 4, 140 6, and,141.0 � _ At-41-tesive pri,mcT for rLmtic Interior Common Areas of Low-rise Multi-Farrdly Residential Buildings. In a low-rise multifairity residential building where the total interior § I T 0 (�)6A . I common area in a single building equals 20 percerl or less of the- floor area, permanently installed lighting for the interiorcommon areas in that i fic c I A _p u rp or s c, c fri �n t it: t a d h cs i VIC building must be high efficacy luminaires and controlled by an occupant sensor. _ -S S tructu iral wo cd mcm tiier ad lic-s 1111'e, Interior Common Areas of Low-rise Multi -Family Residential Buildings. In a low-lise multifamily residential building where the tol.al interior T,:)p cmd trim adhes;ive I 1 � I common area in a single building equals more then 20 percent of the floor area peermanentl,�i installed lighting in the, buildrig must ' § 150 O�)68: i, Comply with the applicable requireri in §§ 11 0.9,13D,O, 1T.1, 140,6 and'141.Q and 'Niva I to. n=11 i installed in corTidors and stairwells must becontrolled by 017171.1l7)arit sensors that reduce the lic ii. Lighinc ghting power in each spare by at least Flw;tic ficmrm T percent, The occupant sensors must be cal)-abip of turning if-,,-- light fully on arid off from all designedpaths of ingress and ecress S of ar Ready Buildings: I SO SingleFamlly Residences. Simle family resid-Mes located insi,bdivisions with ten or more single family residerr.es and where the � § I 10.10(a)l: appIr,ationfor a tentative subdivision map forthe residerices has been deerned cornplete by the eirforcemeril aqerr,v must corrply with the � � �Ll req rr,mertsof§110.10(b)ttTOLIgh§11010(e). § 1 10,10(a)2 Low-rise Multi-fardly Buildings. Low-rise mulli-family bJiIdTS Must corripl�, with the reqUiremerts of § 1 10.10(b) through § 11010(d) 730 550 Minimum Area. The solarzone must have a minimum told area as descnbedt4cv/ The solarzone, Must comply wr!h access� pathway, smoke too I ventilation, and spacing requirements as specified inTitle 24, Fart 9 or olher Parts of Title24 or in arry requirements adopted by a local 250 jurisdotion. The solarzone total area must tie comprised of areas that have no dime-rision less than 5 fe q- and are no less than EO sq.iarp feet 450 each for buildings with roof areas less than or equial to 1 0,01T_ SCIVare feet or no less than 160 square feet each for buildings with roof areas . § 1 10,10(b)l: qreater than I 0,000 square feet. I 100 For singe family residences the solar zone must he local ed on th- roof or overhang of the building end have a total area no less than 250 420 square feet. For low-rise rTul! 4 amily buildings the solar zone must be located on the roof or overhang of the building or on the roof or overhang 250 g or on covered parking ir-stalled with tfie building project, end have a total area no less of another structure located within 250 feet of the building I I 22 7 5 lhan 15 percent of the total roof area of the building excluding any skyliphl ea' § I 10,10(b)2 Orientation. A[ sections of the solar zone located on steep�sloped roofs must be onented between 1 10 degrees and 270 degrees of true north. § 1 10.10�i)',A Shading. The solar zone must not contain any obstructions, in.-ludrig but not limied tio. vents, chitrineys, architectural features, and roof �4 Mounted eclOpmeril.' ,:I Shading. Any obstruction located on the roof or any other part of the building that. projects above a solarzorie must be located at least twice the § 1 iO 10(b)38.- distance, measured in the horizon! al plane, of the height differer-ce beNitem the highest point ofthe obstruction and flip horizontal proi ection of �_I E===' the nearest point ofthe solar zone, measured in the vertical plaryd.* § i 10. 10 (b)4: Structural Design Loads on Construction Documents. For areas of the roof designated as solarzone, the structural design loads for roof _J () dead food and roof live load must be clearIv indicated on the construction documents * No 21 0, 1�1 1-� r= . . Interconnection Pathways, Theconstruction documents must indicate a location for inverters and Metering equipmmll and a pathway for § I 10.10(6)� . routing c(conduit from the solarzone to the point ofirterconnection withlhe electrical s m.ice (for single family residences the point of 0AL&REEN interconnection will be the main service panel); and a pal livay for roui of plumbiryi from the solar z ne to the waller�heatinq system. , _ - § I 10,10(d): Documentation. A copy of the construction do,Urrients, or a coaperable docuri-ir-rit Indicating the information from § 1 10. 1 0(b) through , § I 10.10(c) must be provided to the Occupant. § I 10 10(e)I: Main Electrical Service Panel. The main electrical seMce panel must have a minimum busbar rating of 209 ani 1111"it Main Electrical Service Panel. The main electrical service panel must have a reserved space to allow for the instal7alion of a double pole circuit I § 1 10,10(e)2 breaker for a future solar electric installation, The reserved space must be: positioned at the opposite 0oadl end from the irput feeder location or �. I � I- , . i min circuit location; and permanently marked as'For Future Solar Electric'. I 2016 CALGreen Residential Mandatory Measures Planning and Design 4.106.2 - Storm Water Drainage and Retention - Projects which disturb less than one acre of soil and are not part of a larger common plan of development shall manage storm water drainage during construction. 4.106.3 - Grading and Paving - Construction plans shall indicate how the site grading and drainage system will manage all surface water flows to keep water from entering building. Exception: Additions or alterations not altering the drainage path. 4.106.4 - Electric Vehicle (EV) charging for new construction. New construction shall comply w/ Section 4.106.4.1 and 4.106.4.2 to facilitate future installation and use of EV chargers. Electric vehicle supply equipment (EVSE) shall be installed in accordance w/ the California Electrical Code, Article 625. Exception: On a case -by case basis, where the local enforcing agency has determined EV charging and infrastructure are not feasible based upon one or more of the following conditions: 1.Where there is no commercial power supply 2. Where there is evidence substantiating that meeting the requirements will after the local utility infrastructure design requirements on the utility side of the meter so as to increase the utility side cost to the homeowner or the developer by more than $400.00 per dwelling unit. 4.106.4.1 - Electric Vehicle (EV) chargihg - For new one- and two-family dwellings and townhouses w/ attached private garages. For each unit install a listed raceway to accommodate a dedicated 208/240 -volt branch circuit. The raceway shall not be less than trade size 1 (nominal 1 -inch inside diameter). The raceway shall originate at the main service or subpanel and shall terminate into a listed cabinet, box or other enclosure in close proximity to the proposed location of an EV charger. Raceways are required to be continuous at enclosed, inaccessible or concealed areas and spaces. The service panel and/or subpanel shall provide capacity to install a 40 -ampere minimum dedicated branch circuit and space(s) reserved to permit installation of a branch circuit overcurrent protective device. The service panel or subpanel circuit directory shall identify the overcurrent protective device spaces(s) reserved for future EV charging as "EV CAPABLE". The raceway termination location shall be permanently and visibly marked as "EV CAPABLE". 4.106.4.1.1 - Electric Vehicle (EV) charging - New Multi -family dwellings. Where 17 or more multi -family dwelling units are constructed on a building site, 3% of the total number of parking spaces provided for all types of parking facilities, but in no case less than one, shall be electric vehicle charging spaces (EV spaces) capable of supporting future EVSE. Calculations for the required number of EV spaces shall be rounded up to the nearest whole number. 4.106.4.2.1 - Electric Vehicle charging spaces (EV space) locations - Construction documents shall indicate the location of I proposed EV spaces. At least one EV space shall be located in common use areas and available for use by all residents. When EV chargers are installed, EV spaces required by Section 4.106.4.2.2, Item 3, shall comply w/ at least one of the following options: 1. The EV space shall be located adjacent to an accessible parking space meeting the requirements of the California Building Code, Chapter 11A, to allow use of the EV charger from the accessible parking space. 2. The EV space shall be located on an accessible route, as defined in the California Building Code, Chapter 2, to the building. 4.106.4.2.2 - Electric vehicle charging space (EVspace) dimensions -The EV spaces shall be designed to complyw/the following: The min. length of each E space shall be 18 ft. The min. width of each EV space shall be 9'. One in every 25 EV spaces, but not less than one shall also have an 8 ft. wide min. aisle. A S'wide min. aisle shall be permitted provided the mir width of the EV space is 12'. Surface slope for this EV space and the aisle shall not exceed 1 unit vertical in 48 units horizontal in any direction. 4.106.4.2.3 - Single EV space required - Install a listed raceway capable of accommodate a dedicated 208/240 -volt dedicated branch circuit. The raceway shall not be fess than trade size 1 (nominal 1 -inch inside diameter). The raceway shall originate at the main service or subpanel and shall terminate into a listed cabinet, box or other enclosure in close proximity to the proposed location of an EV charger. The service panel and/or subpanel shall provide capacity to install a 40 -ampere minimum dedicated branch circuit and space(s) reserved to permit installation of a branch circuit overcurrent protective device. 4.106.4.2.4 - Multiple EV spaces required - Construction documents shall indicate the raceway termination point and proposed location of future EV spaces and EV chargers. Construction documents shall also provide information on amperage of future EVSE, raceway methods(s), wiring schematics and electrical load calculations to verify that the electrical panel service capacity and electrical system, including any on-site distribution transformer(s), have sufficient capacity to simultaneously charge all EV's at all required EV spaces at the full rated amperage of the EVSE. Plan design shall be based upon a 40 -amp min. branch circuit. Raceways and related components that are planned to be installed underground, enclosed, inaccessible or in concealed areas and spaces shall be installed at the time of the original construction. Energy Efficiency 4.201.1-5.201.1 - Low-rise residential (Section 4.201.1) and high-rise residential/hotel/motel (Section 5.201.1) building shall meet or exceed the minimum standards design required by the California Energy Standards. Standards for residential buildings do not require compliance with levels of minimum energy efficiency beyond those required by the 2013 California Energy Code. . Water Efficiency and Conservation Indoor Use - 4.303.1 - Water Conserving Plumbing Fixtures and Fittings. - Plumbing fixtures and fittings shall comply with the following: 4.303.1.1 - Water closets flush volume shall not exceed 1.28 gals per flush. 4.303.1.2 - The effective flush volume of wall mounted urinals shall not exceed 0.125 gals. per flush. All other urinals flush volume shall not exceed 0.5 gals per flush. 4.303.1.3.1 - Single showerheads shall have a maximum flow rate of not more than 2.0 gpm. 4.303.1.3.2 - Multiple showerheads shall have a combined flow rate of all showerheads and/or shower outlets controlled by a single valve shall not exceed 2.0 gpm or only one shower outlet to be in operation at a time. 4.303.1.4.1 - Residential lavatory faucets maximum flow rate shall not exceed 1.2 gpm. The minimum flow rate shall not be less than 0.8 gpm. 4.303.1.4.2 - Lavatory faucets in comm.on and public areas of residential buildings shall not exceed 0.5 gpm. 4.303.1.4.3 - Metering faucets shall not deliver more than 0.25 gals per cycle. 4.303.1.4.4 - Kitchen faucets maximum flow rate shall not exceed 1.8 gpm. Kitchen faucets may temporarily increase the flow above the maximum rate, but not to exceed 2.2 gpm. Note: When complying faucets are unavailable, aerators or other means may be used to achieve reduction. 4.303.2 - Plumbing fixtures and fittings shall be installed in accordance with the Plumbing Code, and shall meet the applicable standards referenced in Table 1701.1 of the California Plumbing Code. Outdoor Use - 4.304.1 - Irrigation Controllers - Automatic irrigation system controllers for landscaping by the builder and installed at the time of final inspection shall comply with the following: 1. Controllers shall be weather- or soil moisture -based controllers that automatically adjust irrigation in response to changes in plant watering needs as weather or soil conditions change. 2. Weather -based controllers without integral rain sensors or communication systems that account for rainfall shall have a separate wired or wireless rain sensor which connects or communicates with the controller(s). Material Conservation and Resource Efficiency 4.406.1 - Rodent Proofing - Annular spaces around pipes, electric cables, or other openings in sole/bottom plates at exterior walls shall be closed with cement mortar, concrete masonry or a similar method acceptable to the enforcing agency to prevent passage of rodents. 4.408.1 - Construction Waste Reduction of at least 65% - Recycle and/or salvage for reuse a min. of 65% of the nonhazardou construction and demolition waste in accordance w/ either Section 4.408.2, 4.408.3 or 4.408.4, or meet a more stringent local construction and demolition waste management ordinance. 4.408.2 Construction Waste Management Plan - Submit a construction waste management plan meeting items 1-5 in Sectioi 4.408.2. Plans shall be undated as necessary and shall be available for examination during construction. 4.408.3 - Waste Management Company - Utilize a waste management company, approved by the enforcing agency, which can provide verifiable documentation that diverted construction and demolition waste materials meet the requirements I Section 4.408.1. 4.408.4 - Waste Stream Reduction Alternative - Projects that generate a total combined weight of construction and demolition waste disposed of in landfills, which do not exceed 3.4 lbs per sq. ft. of the building area shall meet the min. 65% construction waster reduction requirement in Section 4.408.1. 4.408.4.1 - Waste Stream Reduction Alternative (High -Rise Residential) - Projects that generate a total combined weight of construction and demolition waste disposed in landfills which do not exceed 2 lbs per sq. ft. of the building area, shall meet the min. 65% construction waste reduction requirement in Section 4.408.1. Building Maintenance and Operation 4.410.1 - Operation & Maintenance Manual - An operation and maintenance manual shall be provided to the building ownel or occupant. 4.410.2 - Recycling by occupants - Where 5 or more multi -family dwelling units are constructed on a building site, provide readily accessible ari that serves all buildings on the site and is identified for the depositing, storage and collection of non -hazardous materials for recycling. Exception: Rural jurisdictions that meet and apply for the exemption in Public Reources Code Section 42649.82 (a)(2)(A) e seq. are not required to comply w/ the organic waste portion of this section. Environmental Quality 4.503.1 General - Any installed gas fireplace shall be a direct -vent sealed -combustion type. Any installed woodstove or pellet stove shall comply with US EPA New Source Performance Standards (NSPS) emission limits as applicable. Woodstoves, pellet stoves, and fireplaces shall also comply with applicable local ordinances. � 4.504.1 Coverings of Duct Openings and Protection of Mechanical Equipment during Construction - Duct openings and other related air distribution component openings shall be covered during construction. 4.504.2.1 - Adhesives, Sealants and Caulks - Shall be compliant with VOC and other toxic compounds limits. . - - - . . .- .. _. .. . .. . ... .. 4.504.2.3 - Aerosol Paints and Coatings - Shall be compliant with product weighted MIR limits for ROC and other toxic compounds. 4.504.3 - Carpet Systems - Shall be compliant with VOC limits. 4.504.4 - Resilient Flooring Systems - 80% of floor areas receiving resilient flooring shall comply with the VOC - emission limits defined in the Collaborative for High Performance Schools (CHPS) Low -emitting Materials List or to be certified under the Resilient Floor Covering Institute (RFCI) FloorScore Program. 4.504.5 - Composite Wood Products - Particleboard, medium density fiberboard (MDF) and hardwood plywood used in interior finish systems shall comply with low formaldehyde emission standards. 4.505.2 - Concrete Slab Foundations - A vapor retarder and capillary break is installed at slab on grade foundations. 4.505.3 - Moisture Content of Building Materials - Wall and floor framing materials shall be checked before enclosure. 4.506.1 - Bathroom Exhaust Fans - Exhaust fans which terminate outside the building are provided in every bathroom. 4.507.2 - Heating and Air Conditioning System Design - Duct systems are sized, designed, and equipment selected using the following methods: 1. Establish heat loss and heat gain values according to ANSI/ACCA 2 Manual J or equivalent. 2. Size duct systems according to ANSI/ACCA D-2014 (Manual D) or equivalent. 3. Select heating and cooling equipment according to ANSI/ACCA 3 (Manual S) or equivalent. I Installed & Special Inspection Qualifications 702.1 - HVAC system installers are trained and certified in the proper installation of HVAC systems and equipment. 702.2 Special inspectors must be qualified and able to demonstrate competence to the enforcing agency in the discipline in which they are inspecting. 703.1 - Documentation - Verification of compliance with the code may include construction documents, plans, specifications builder or installer certification, inspection reports, or other methods of acceptable to the enforcing agency which show substantial conformance. TABLE 4I.S041.71 ADMESIVE VOC LI YAW, 2 L 09 S Wallor anCt 1111.0"3 EXOMpt Cornpounird s I n CiTarns pcxr Liter ARCH ITECTLI PAL A PPLICATION S I VOC 11-1foll IT Indoorcarpct adhv,�iyc,s .1; Q I Carpet pd adhe6V1e1.; 50 I 0 ti t d ,-., or c 3 rrc t ad hi c q I VC -11,; _____ - 150 W'cod flxiorin g, ad -hi 100 E. u 1:,i� c r f lo o r .ndh cmvc� 6Q SU14100T:idhesi-ver 50 - Cii-rarli tili: adherINCIS 65 VC T al.nd a-Ttia I t ti ti: ad hes lVel-I 5u, Prywall, and pancl ad hcml��", � 50 - lCove lize adhei-,lVe� 50 1 'T%,lLil6purp(-_#5c, coristmis-7tion adlics6-cs 70 -StrUCtUMA I-la.zi.n- zqdhi:�sivc, r, - ___ 100 � - S 1 n-,lo_--pLv roc)f ri mh mine ad h,__-,IVn 11,150 IL II ndhe-,givv�; n.,,),t s�rwllfi,:ally li�,zted 50 Tl0NS - PVC vmrld�rli � I 0 vL?VC,' wcl din I C 490 ABS vic,ld'ii C 325 Pla,;t'1ceernc",tr,vIdl"_g -)�o At-41-tesive pri,mcT for rLmtic _5 5 0 C_'cit&x t ad hirsiv<- 81-1 i fic c I A _p u rp or s c, c fri �n t it: t a d h cs i VIC 2 5 0 -S S tructu iral wo cd mcm tiier ad lic-s 1111'e, 140 T,:)p cmd trim adhes;ive I 1 250 I SUBSTRATE 5PECI FICAIPPLICATI'MT.- E 250 'Niva I to. n=11 3 0 Flw;tic ficmrm 50 Porous rnateni at (excirpt wood! SO I N%`c�-,d 1 31-1 1 fibcrvla,�-, I �Ll 1, If 3m adbe-siveis ti,;ed v) hond dissimilai-5,uhsirntes ton,ether. tbcadhe_%i,,v isvith tbehiAestVC_1s17 contl:int stiall hw� allm.tv,d 2. F,hr additir-mal inforiwilkin rsc-pardin,, irricliti.,.ds t)o rnewsure the V(-_�r_ contenit 0 ' , sInecirW in this tahl,?.see Si-)uth Croq .A! rQwijlil�r�Tiflj;�crneiit Digtrict]Ruk- 1 16:�'. TABI-E 4.SGJI�2 ' SEALANT VOC UPATT L 09 s Wator anrt Lim s Exp- mpt Compounifs In GTam,; pipi, Lftpr S EA LA 1`4 T S VOG LIMIT Arch;tcctural 150 Kiritic 4cck _46.0 N,-. n m,� m b ri, w m-.) f 30O P,oad wa,y ",7,o � Sing, ,lk.ply roof nicinhraine . 4-50 00 ther 420 SEALANT PRIMEPS _� () Architcetural Fonporous. 1po mus ,� 90 70 5 1 Modificd bituirnino,us 500 Iviorinc 4cck 76 Q (:1th,-r 75101 PERMIT #___(;�9_.-�_(Dqs��_ - .- 81LITTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPI-JANCE [)ATE__.:� I'& I I I �___ 2y, --T- e_�_ I I TABLE 4.SD-4,3 ' ' ' VOC CONTENT LlhfrrS FOR A RcHrTEcTuRA,L c 0ATINC-43" Granns *1 V0,C " r 11-titeir of Conting. I LOSS Water amd Liesss- Exernpt compotm(f's COATINC, CATEGORY Vii LIR111 Flat: CiCkit I flg-� 11; 1) Norif Ird c ont] n g-5 I I 100 NonfLit-high pploii;s coat-Ing's. C ISO SPECIALTY COATINGS I I Alumuntan roof coatin-s C 400 13:1-,,-M�n t �T�, eci 3 I q, C onfi Ing-, 400 Riturrain-7-us n -.,-,f -cmtin.., _� () Rituminous, ro-A prime-iis I . 350 B n n d b r -c. akirrs 350 Conicrcte curl ng conripound-�. 350 Concn=tc�rnasonry s-,calcm. I 00 � I D 11, -,,-c "way FC a I 0-- rs I .11 .50 1 Dfy fo g coa ti n -s 1 C, C. 1501 Fau.x finkhin-VI coahri -350 Fin= re sis fivc cceitings , .1 I � 1 -150 Floorcoatili . I 100 Forim-rli compounds 250 1 ggs(s' nipaint-0 Graphic arts coatin I? 500 . High tsirmperaturin coiating!�s 420 lnJu,;Irial maintirriali cwfinp '150 ft - Lm� �"_ fids cos tings T_ C11 120 Ivia-riesiteccrnent c(X1tlIi_ 450 Mastic textuire cmatimss I 00 . . NktallIc ]pi,-mcnt-.,d coutm-ps , 150Q N11.111AColor coafin.ps 250 P re t ren tm c n 1: iv as li pn'm en 420 Plirini scaler,-s.;nndu,nd,crco,,itei--, 100 Rxacth,c Irinctrating maks , -350 Recycled coatingas '?S(J __ k'nI4 coatinges S () kus.t p revert tat Ive coat i ng�s , 250 1 59 11 C I I 'K _s Clear Qra,quiic . 730 550 S poci a4ty pi-imic m- seatom and iLi a c1criconters, too I - S Lai ns 1 250 Stone consoilidarits . 450 Swimming pnot covings -340 Tnific maii g coatings I I 100 TuS and tilc�r-=_fin ish cmt1Tr_"5 420 WatcrIfiric-ofing mcmbrarcs 250 NN'ti-od cnativIns I 22 7 5 Wood pricservatiVe'S 1150 Zmz-rich rfrilmers 1 340 I � ,Grarns of VOC" p er liter of ccadrilp. includ in- waticr and inclu3 ing exempt r I compounds. � I ' 2 in in effect unless revi_wd fimits are listTd in 4. TI -e srecified lirmit-s wrna I su b5cquen I co I umn s in the- table. 3, VnImm in thi,,�, table are &-rived firolin Iflose specified by tbe- Colircynia Air, Roonurces r1cwd. Ambilvaural Coatky-s Sti-pe-ted C-orntrict Aleasure- ' I I F,ehniiaw 1.20CIS. Ulm ifiroormatirian i-,wrailablc-fromthe. AirFew-umcAlcum. TAPLE 4,504.5 rortliAALIDEHYDE Ll MITS' 1.1axim itim Pormalde hvd.s, limistions in Pnrh mpr Million PRQDVr.T CURRENT WAT Hardw ood pdywoicisd W, ri Core 0� M_ lix-dw QQsJ plywmd cvnpn site ory - � 01051 flaft i c I s+ o 3 rd I I 0.0) Mediim dentsitv ft Ix-r-bcord 0.11 I , Thin med I iu an densit y, f IvrI:-xN,xrd2 0.13 1. Valu%--� in th is Oble am da,i'-Vd f W in tNxi Q T I -Vi III Cd by the Ca Ii forn ia .A,ir � Riiewttli Board, Air Toxics Control &"�,fo amm for Compo site Wood u% k-sted in aIccoirdance with ASTAI E 113,13 I. 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I _J () 1� T-1 * No 21 0, 1�1 1-� r= . . 83 /17 . . / RE51DENTIAL 0AL&REEN MANPATORY MEA5URF-5 I I Date, I 1 �(? 11 i - '11 -, Scafe'w ,,,- , 11 I I 1111"it * , I Di . I Iii.1, 6 .� " I 11 �, I I I . Job - I A �. I � I- , . i - - Ir 1. Sheet v . I 1, I i !t //,��%-' /11�0� U� 7 Of I Sheets __J - 0-:: to L0 10 (5 0 6 V-1 r Tq 0 04 �, le %-I �, . - _ ____ � � - __ - - ---- ____ j��LF_ O)PY [�_ I li I I .__ . - - -