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HomeMy WebLinkAboutB16-1835 000-000-000O ENERAL NOTES O-1 MISCELLANEOUS I. PROVIDE 4" HIGH x 2" WIDE STREET ADDRESS NUMBERS OF CONTRASTING COLOR, VISIBLE FROM STREETS. 2. FIRE SPRINKLER SYSTEM 15 REQUIRED PER CRO R313.3 OR NFPA 13D. 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. 3. GARAGE MAN DOOR TO BE SOLID GORE I -3/8" THICK OR 20 MIN. FIRE RATED DR. w/ SELF CLO51NO DEVICE PER ORO R302.5.1. 4. ALL DOORS w/ GLAZING TO BE TEMPERED GLAZING. PLUMB 1 NO I. THE AGGREGATE AREA OF PLUMBING VENTS SHALL BE 12.57 50. INCHES, MIN. 2. OAS 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 50REWS ® 4" ABOVE CONTROLS AND WITHIN 12" OF THE TOP OF THE TANK. 4. SHOWER AND TUB -SHOWER 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 (3) WATER CLOSETS. 6. HORIZONTAL DRAINAGE PIPING SHALL BE 2% MIN. SLOPE. 1. 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 CRC R307.2 8. A NON -REMOVABLE BACKFLOW PREVENTION DEVICE SHALL BE INSTALLED ON ALL EXTERIOR H05E BIBS. a. THE WATER HEATER'S TYPE 'B' OAS VENT SHALL TERMINATE NOT LESS THAN 5' IN .VERTICAL HEIGHT ABOVE THE HIGHEST CONNECTED APPLIANCE DRAFT HOOD OR FLUE COLLAR. t i FLOOR PLAN STRUCTURAL NOTES: 1.) SEE TYPICAL NOTE SHEET SN AND TYPICAL DETAIL SHEETS SD1-SD4 FOR ADDITIONAL INFORMATION. 2.) TYPICAL MINIMUM BEARING WALL FRAMING U.N.O.: EXTERIOR WALL: 2X6 DF STUD AT 16" O.C. UP TO 12'-0" HEIGHT, OTHERWISE 2X6 DF STUD AT 12" O.C. INTERIOR WALLS: 2X4 DF STUD AT 16" O.C. 3.) SEE DETAIL 5/SD1 FOR TYPICAL STUD WALL ELEVATION AND TYPICAL WALL OPENING SCHEDULE. 4.) ANY DISCREPANCIES BETWEEN FRAMING SHOWN AND FIELD CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ENGINEER OF RECORD. 5.) ALL EXPOSED FRAMING SHALL BE PRESSURE TREATED WITH TREATMENT PROCESS AND APPLICATION APPROPRIATE FOR EXPOSURE ACCORDING TO MFR'S WRITTEN GUIDELINES. 6.) ALL STRUCTURAL MEMBERS SHALL BE FASTENED IN COMPLIANCE WITH 2013 CBC FASTENING SCHEDULE, TABLE 2304.9.1, UNLESS NOTED OTHERWISE. BUTTE COUNTY 'AUG 2 2 2016 DEVELOPMENT SERVICES FLOOR FLAN 1/4" = 11-011 5lib EEN ANCE .HED TIONS Revision: ro -v By: 23'-0" 34'-411 CYFESIS .. 11-0" 211-011 11-011 11111111101111 N DBL r - , M�1 TRIMMER rt DBL TRIMMER a C " i8II m - ARCH - � C • CI�lri.' OF ISI O � _ Cain 31_411 / 1_O II (�, 1_ �( 11 '7 Cl C/ `T 14'-011 a' -O" 12'-411 OF ,5� Lid i 7.O 3050 X0, O J� v <i 6050 XO 10 J�' 12.0 J 6040 XO Jry ,� � PIANG SEAT 2030 SH l2 TEMP. �0 hp 11 0 ,�0 1 ,ZO Ti'�S,_ I-1�i'� `� 6 -8 HD. HT. Ug Q 7 -6 HD. HT. ROt+ .^ A l a H OHE � .� E 6'-8" HD. HT. 'J'-6" HD. HT. 4 ^moo YWEEQN - -77=7d --\ 1 - L , GO Y R D WOOD SILL WOOD SILL STRUCT RA T7 TT U A o TILE 1 �SHWR TUB ATOP 6 4.0'PTIO � I��`�'� 1 a M ' y m TILE L_ m DBL -00= PLATFORM GONG. C�" ,,,V HDU4 a'-8" CLO. �- STUD W C[) 2468 HDU2 - I TMP. � i _ � w 8.0' 36" ZERO CLEARANCE GAS z Q GLC. ,- MA51E R a 4 1 1 ( �- I p STUD O I ^WWF FIREPLACE w/ = X p = j CARPET d) 2868 FR = r0 m NON COMBUSTIBLE HEARTH. /6 z O I N I NO m 3068 BEDROOM 2 � NP` 4 6 li,21_011 INSTALL PER MFR. SPEC. I COFFER CLG. I' N N ti p TMP. COFFER CLO. Q PROVIDE INSTALLATION A/G UNIT O TILE CARPET MANUAL ® 517E r HDU P S I - - - - - - - - ----------- HDU2 HDU4 MSATfiz. �e - P 5 � O H I +tx I'-OY211 S LIN. BATH 5'-D" , / 10'-I" 4'-IOY211 N n - - - - - P 5 - ?- I- �OJGLC. I 1 -011 - - - - 0 6 4.0' �� 3.5' 2 I -5Y2_ n O X p 1�1. I .G. �' 2668 TILE 0 3030 FIX w/ (2)1 2050 SH, I I' -6Y2° 4'-4° cV 4'- CC)mW m CID .11 q' GLC. MULLED, 8 O HD. HT. HD 4 2668 - - - - - 4x6 _t CLO. C' Q N CARPET cV HDU2 TEMP. 3080 O ARCH * No. C83 .REN /17 dJ PA NE _ 21-611 ' FR O PROVIDE ISLAND �k� I TMP. 2864 Date AUGUST 2016 I v k t SINK VENTING PER 3068 Scale Dram 05TROV5K I T' P S 5HLV5. P 5 2'-711 m - `0 I - 2013 CPG, 3068 HALL = I TYP. ` i� L• X Sheet _ II GLC. - SECTION CIOCI C.O. z O 2868 I GLC. BREAK m F- 12' GLC O 5 I TT I NO X6 Of Sheets � O - I' 'Ic'�3'-6" 51_011 TLE I I 5 z z "'' �1 O p} 1_011 / 1_ p 11 , I 5D 7L AREA I p a a' GLC. - �; !V C/� I ( _ 5TUD PROVIDE 100 I� l: I d� COFFER GLC. 2211x30" SQ. IN. VENT �8 GLC-- '0J = 1' IN MIN. CARPET O I DW I ATTIC DOOR RAISED r B B GASB° t1 4��0 I L_ ACCESS I B B GAS 2'-105/811 I I BAR I o 868 _ FIREPLACE I FIREPLACE bBL -a - \ x 113/ MASTE Ip t 0 TILE SHWR w/ � � TEMP. GL. DR. I p I O = L I V I NO I I � - � --1= 3068 BEDROOM I TV - 21_bn A I COFFER CLO. TMDOOM 3' 011 I 6115/A\ P. I d I STR. TMP v CARPET ' N COFFER GLC. I L SDR I I 4 /� - CARPET I a' GLC. I ,STH 2 z I II - TGHN = I REF. TILE a' GLC. z TIL 10' CLO. m �� I O 1z z 3'-6" 7'-101' 1_411 O e TILE Uzi _ I OVENS - - - ----- SEAT LIN. o m _ d) z _ p TILE SHWR w/ Q - _ -9' GLC. i- _ \� m TEMP. OL. ENCL. rV I WH �a / v \ 2868 2468 2868 N Q 1011 DBL OAS W.H. w/ P.T. VALVE 4 DISCHARGE 3 z z DBL O, J_ v TRIMMER u Q - = TO 0.5. ATOP +18" PLATFORM w/ O 'T'�..I V d) d p � „ (�/ TRIMMER O - <t I I = -SEISMIC STRAPS TOP AND BOTTOM 8 ' z dI 141 M m �TIL� 4'-211 6'-6" m _ u� 101 S 068 3'_4' <t I I CLO. SELF SHELVES 2468%/� 'tl-J- _ Q' GLC. I(2) 3068 CLOSER P 5 LINEN P CARPET �; ARCH 3068. Y2 LITE N 2866 - (2) 3068 I I1 71-0" 6 -10%2 8'-011 31-81' CI' -6'1 81-011 3'-4" 21_ 1 I-101' 51-01' 14'-3Y:2 151-10J/211 211-211 TRY - --- �Np 13' 01 6. 1011 -1 FANTRY-\ TILE DS a' CLO. ALL INT. EXT. CHASES SHALL s L ELECT. b BE FIRE BLOCKED AT CLO. p>3L TILE A N p 1DEN SARAO MAIN HDU2 5 in - CARPET oi' GLC. \ PANEL It p 3080 - GONG. ' y�pU2 1074 S.L., ,^ '' ff 1074 .1;1 m0 TEMP. S.L.,7 = 2x6 WALL HERE51EPROOM 2 TEMP. NOTE: gTUD -O' GARAGE WALLS AND GLC. ��j IGSWSJ, O t CARPET 8.0' 6 I ARCH O FIN. TO BE MIN. 211 GYP. BD. C� ��(I I}`�y � O D „ _ . (ok 2030 SH 4050 FIX 2030 SH ''` 4x6 OH ` I N--t� ---- ► E HDU2 �� 8.0'.10 GOYfi�llD FRONT WINDOWS U4 5D1 _.- 4030 SH H/:2050 FX ti TMP 4 ON EA. SIDE, MULLED 4 b�� FORGH INSET 2", TYP. _ � = STUD 4016 FIX ARCH ABV., 2.5 13 CLO. p O DBL TRIMMER s GONG. ", (3) 1620 FIX w/ II' -611 I2� 1 d� 5D1 SEE ELEV5. tti M� HD. HT., SEE ELEV5. V , � X. 2.25' 6 4 5.01 ' L=14.0' INCL. (1) 8'-0" WINDOW 18080 GAR. DR. k I HDU4 _ AND (3) 1'-6" WINDOWS ABOVE. ARCH 0 p 10080 OAR. DR. O 8 N qJ� 4 - ' �� � - 2.23' � ARCH 5� 51M, TYP ALL P SD4 WINDOWS 21_011 18'-0" 2'-O" I'-8" 10'-O" 221-011 131-411 141-0" 81-811 141-011 331-41' 4'-011 72'-O" -761-011 BUTTE COUNTY 'AUG 2 2 2016 DEVELOPMENT SERVICES FLOOR FLAN 1/4" = 11-011 5lib EEN ANCE .HED TIONS Revision: Date: By: 11111111101111 N r M�1 rt � C • ISI U � bA O� Fil ^moo W o � a M ' y opo M W ^WWF � O H 0 Q n O w CC)mW m CID C' v,-,0 ARc���F * No. C83 .REN /17 PA NE 2864 Date AUGUST 2016 Scale Dram 05TROV5K I T' Job 04-803 Sheet Of Sheets O N N M to e -I O N r -I 2 -OC L.AYi OR E 5Y5' OGEE OUTTI of ixF FA50 GONG. FOR WEEP SOREED FRONT ELEVATION 114" = 11-011 1 LEFT ELEVATION 114" —On R10HT PLEVATION 1/411 11-011 Rr—AR ELEVATION 11411 =11—O„ Revision: Date: I By: N �n H 4 WWF 00 rn ISI U Q I�1 T 1 U � O 01 H !Z6 of O W o W CC) 0) CYD rn W WWF �o W 01 H !Z6 O W CC) 0) CYD No.C2 REN. /17 PAYNE 2864 Date AUGUST 2016 Scale Drawn 05TR0\/5IGIY Job 04-803 Sheet 2 Of Sheets N N Cr) ci 0 N ci 00 FOUNDATION NOTF-S: I. GROUND IMMEDIATELY ADJACENT TO THE FOUNDATION SHALL BE SLOPED AWAY FROM THE BUILDING AT A SLOPE OF NOT LE55 THAN 6' WITHIN THE FIRST 10 FT. (5% SLOPE). PER 2013 ORO SECTION R401.3 2. ALL FOOTINGS 5HALL BE FOUNDED ON UNDISTURBED NATI\/E SOIL. FOUNDATION FLAN EDYe�� Fyc M C7:a &I m i EXP. It, mT CIVI%. OF CA1 �FO� THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE ONLY WITH THE ATTACHED STRUCTURAL CALCULATIONS FOUNDATION PLAN STRUCTURAL NOTES: 1.) SEE TYPICAL NOTE SHEET SN AND TYPICAL DETAIL SHEETS SD1—SD4 FOR ADDITIONAL INFORMATION. 2.) PROVIDE ANCHOR BOLT SIZE AND SPACING PER SHEAR WALL SCHEDULE AND TYPICAL DETAILS. 3.) RECOMMENDED MINIMUM SLAB SECTION: A— 4" CONCRETE SLAB WITH #3 AT 15" O.C. SECURELY LOCATED AT MID—DEPTH OF SLAB. B— WATERPROOF MEMBRANE IN COMPLIANCE WITH ASTM E 1643 (DELETE AT EXTERIOR SLABS)—SEE SOILS REPORT IF APPLICABLE. C— 4" FREE DRAINING MATERIAL—SEE SOILS REPORT IF APPLICABLE. D— PROPERLY PREPARED SUBGRADE—SEE SOILS REPORT IF APPLICABLE. E— CONTRACTOR TO PROVIDE CONTROL JOINTS AT 10'-0" O.C. EA. WAY MAX. 4.) TYPICAL MINIMUM BEARING WALL FRAMING U.N.O.: EXTERIOR WALL: 2X6 DF STUD AT 16" O.C. UP TO 12'-0" HEIGHT, OTHERWISE 2X6 DF STUD AT 12" O.C. INTERIOR WALLS: 2X4 DF STUD AT 16" O.C. 5.) SEE DETAIL 5/SD1 FOR TYPICAL STUD WALL ELEVATION AND TYPICAL WALL OPENING SCHEDULE. 6.) PLUMBING, SPRINKLER, AND MECHANICAL SUBCONTRACTORS SHALL COORDINATE ALL WALL PENETRATIONS WITH FRAMING SUBCONTRACTOR. 7.) SEE TYPICAL SHEAR WALL SCHEDULE FOR LOCATIONS WHERE 3X PT SILL PLATES ARE REQUIRED. 8.) ANY DISCREPANCIES BETWEEN FRAMING OR FOUNDATIONS SHOWN AND FIELD CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ENGINEER OF RECORD. 9.) ALL EXPOSED FRAMING SHALL BE PRESSURE TREATED WITH TREATMENT PROCESS AND APPLICATION APPROPRIATE FOR EXPOSURE ACCORDING TO MFR'S WRITTEN GUIDELINES. 10.) ALL STRUCTURAL MEMBERS SHALL BE FASTENED IN COMPLIANCE WITH 2013 CBC FASTENING SCHEDULE, TABLE 2304.9.1, UNLESS NOTED OTHERWISE. Revision: Date: By: N 4 q0 � W N O � rn ry ago O� v ^oo W rte, w o ' y 00 M W WWF V 1 ro O�Z O � m mW W Cy') c AR RY * No. C212 3 REN 7 r P- AYNE 1864 Date AUGUST 2016 Scale Drawn 05TR0V5K 1 Y Job 04-803 Sheet 3 Of Sheets 2 CLrn 10 N N M O 14 O N r -i m ROOF PLAN STRUCTURAL NOTES: 1.) SEE TYPICAL NOTE SHEET SN AND TYPICAL DETAIL F- CEILING JOIST MAXIMUM SPANS AT 16" O.C.: NOTE: 2.) TYPICAL ROOF SHEATHING (UNO): 5/8" THICK, APA, TECO, OR PITTSBURGH RATED SHEATHING, SPAN RATING 40/20, EXPOSURE 1 STRUCTURAL PANELS, APPLIED WITH LONG DIMENSION ACROSS SUPPORTS AND ADJACENT PANELS STAGGERED WITH 4' ENDS OFFSET 4'. EDGE NAIL WITH 8d COMMON OR EQUIVALENT (0.131" DIA X 2 1/2") AT 6" O.C. AT ALL PANEL EDGES, BOUNDARIES, GABLE ENDS, BLOCKING AND WHERE INDICATED ON PLAN. FIELD NAIL AT 12" O.C. PROVIDE 1/8" GAP AT ALL PANEL EDGES U.N.O. BY PANEL MANUFACTURER. AT ALL LOW SLOPE ROOFS PROVIDE (1) PANEL CLIP MIN. BETWEEN SUPPORTS AT ABUTTING PANEL EDGES. 3.) TYPICAL HEADER BELOW SHALL BE 6X8 DF -L #2 UNO. 4.) PROVIDE 4X POST MIN. AT ALL BEAM BEARING POINTS AND CONTINUE IN WALL TO FOUNDATION. 5.) ROOF FRAMING NOTE: PROVIDE SUPPORT FOR ALL RAFTERS, HIPS, VALLEYS, AND RIDGES AT ALL BEARING WALLS. CUT AND STACKED ROOF SYSTEMS SHALL BE BUILT TO THE CONVENTIONAL FRAMING REQUIREMENTS OF THE CALIFORNIA BUILDING CODE (CBC 2308.10). PURLINS, BRACES, INTERMEDIATE SUPPORTS, AND CONNECTIONS SHALL BE PROVIDED BY THE CONTRACTOR WHICH ARE CAPABLE OF TRANSMITTING ALL GRAVITY AND WIND LOADS TO THE FOUNDATION. THE FOLLOWING ADDITIONAL LIMITATIONS SHALL APPLY: A- RAFTER MAXIMUM SPANS: 1. 2X6 DF -L#2 AT 24" O.C.: 9'-6" 2. 2X6 DF -L#2 AT 16" O.C.: 12'-0" 3. 2X6 DF -L#2 AT 12" O.C.: 13'-0" 4. 2X8 DF -L#2 AT 24" O.C.: 13'-0" 5. 2X8 DF -L#2 AT 16" O.C.: 15'-6" 6. 2X10 DF -L#2 AT 24" O.C.: 16'-9" B- MINIMUM BRACE SIZE = 2X6 C- MAXIMUM BRACE SPACING = 4'-0" O.C. D- PURLIN SIZE SHALL MATCH THE SUPPORTED RAFTER SIZE U.N.O. E- CEILING JOIST MAXIMUM SPANS AT 24" O.C.: 1. 2X4 DF -L#2: 7'-2" 2. 2X6 DF -L#2: 10'-6" 3. 2X8 DF -L#2: 13'-3" (SOLID BLK MIDSPAN) 4. 2X10 DF -L#2: 16'-3" (SOLID BILK MIDSPAN) J" DIA. THREADED ROD F.A.U. 1j" x 1�" ANGLE w/ NUTS AND WASHER, TYP. NATERTIOHT CORROSION RESISTANT METAL DRIP PAN 1. 2X4 DF -L#2: 8'-9" 2. 2X6 DF -L#2: 12'-10" 3. 2X8 DF -L#2: 16'-3" (SOLID BLK MIDSPAN) 4. 2X10 DF -L#2: 19'-10" (SOLID BLK AT 8'-0" O.C.) 5. 11 7/8" BCI 5000 1.7: 21'-0" (SOLID BLK AT 7'-0" O.C.) TYPICAL HIP/VALLEY MAX SPAN BETWEEN SUPPORTS. 1. 2X8 DF -L#2: 10'-6" 2. 2X10 DF -L#1: 13'-0" 3. 1 3/4 X 7 1/4 LVL: 15'-6" SEE DETAILS 7/SD3 AND 8/SD3 FOR TYPICAL HIP/VALLEY BRACES. TYPICAL RIDGE 2X10 DF#2 U.N.O. WITH 6'-0" MAX SPAN BETWEEN SUPPORTS. SEE DETAILS 6/SD3 FOR TYPICAL RIDGE BRACES. 6.) PROVIDE POS. ATTACHMENT OF ALL POST TO BEAM, BEAM TO BEAM, BEAM TO POST, AND POST TO POST CONN'S WITH (2) ST22 STRAPS MIN. AND A35 CLIPS, U.N.O. PER PLAN AND DETAILS. 7.) ANY DISCREPANCIES BETWEEN FRAMING SHOWN AND FIELD CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ENGINEER OF RECORD. 8.) ALL EXPOSED FRAMING SHALL BE PRESSURE TREATED WITH TREATMENT PROCESS AND APPLICATION APPROPRIATE FOR EXPOSURE ACCORDING TO MFR'S WRITTEN GUIDELINES. 9.) PROVIDE METAL HANGERS PER 12/SD1 AS REQUIRED, UNLESS NOTED OTHERWISE. 10.) ALL STRUCTURAL MEMBERS SHALL BE FASTENED IN COMPLIANCE WITH 2013 CBC FASTENING SCHEDULE, TABLE 2304.9.1, UNLESS NOTED OTHERWISE. 11.) SEE NOTE SECTION 8 -SN FOR ROOF TRUSSES BY OTHERS. 12.) ROOF TRUSS LAYOUT SHALL BE REVIEWED BY ENGINEER AS TRUSS DESIGNS BECOME AVAILABLE FROM TRUSS MANUFACTURER. CONTRACTOR SHALL OBTAIN SIGNED TRUSS REVIEW LETTER FROM THE ENGINEER OF RECORD AND BUILDING DEPARTMENT APPROVAL PRIOR TO CONSTRUCTION. 13.) CONTRACTOR TO VERIFY THE LOCATION AND LOADING OF ALL TRUSS TO TRUSS MECHANICAL CONNECTIONS. IMMEDIATELY NOTIFY TRUSS COMPANY OF ANY DISCREPANCIES. 1�" x 1�" ANOLE w/ (2) 4" x 2" LONG LAO BOLTS INTO TOP CHORD OF TRU55, TYP. 4�0 SE 15M I O RE5TRA I NT5 (4) DIRECTION5 F_A_U_ MOUNTING -,,//--7 - I -%'-/ SEOT I ON A-4 1/411 =11-011 `tos HAVE BEE COMPLIANE :ATTACHE 1CULATIO S & GJ TE ZAC rO TOP 'I/ (Q) IPS TAIL 'LY AT rRU55 Revision: Date: By: N a, t- MSI 4 o, o� � p tj 6.0 .. c=. r.r..j T \ U U Qj oA v ill � J ^oo W ao W zo O W w CC) (7) CYD L' J O ARc���F A 74 No. C2 83 R /17 AYNE 2864 Date AUGUST 2016 Scale Drawn 057ROV5KI Y Job 04-803 Sheet 4 Of Sheets A 14ATER HEATER MANDATORY FEATURF-S WATER HEATING SYSTEMS U51NO OAS OR PROPANE WATER HEATERS TO SERVE INDIVIDUAL DWELLING UNITS SHALL INCLUDE THE FOLLOWING COMPONENTS: I. A 120V ELECTRICAL RECEPTACLE THAT 15 WITHIN 5 FEET FROM THE WATER HEATER AND ACCESSIBLE TO THE WATER HEATER WITH NO OBSTRUCTIONS 2. A CATEOORY III OR IV VENT, OR A TYPE B VENT WITH STRAIGHT PIPE BETWEEN THE OUTSIDE TERMINATION AND THE SPACE WHERE THE WATER HEATER 15 INSTALLED 5. 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 A5515TANOE 4. A GAS SUPPLY LINE WITH A CAPACITY OF AT LEAST 200,000 BTU/HR. BASELINE WATER U5E - 5 BEDROOM RE51 DENOE FIXTURE TYPE FLOW RATE ELEGTR I CAL 5`I'MBOL5 ELEGTR I GAL NOTE5 SINGLE POLE SWITCH -�}- CLO. MTD. FIXT. GEILING FAN W LIGHT 3 THREE WAY SWITCH x FLUOCLO. MTD FIXT. x 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, 51NOLE PHASE, 15 AND 20 AMP RECEPTACLES SHALL BE L15TF-D TAMPER RE515TANT D DIMMER SWITCH 5. LED CLO. MTD. FIXT. x CEILING FAN NO LIGHT $D3 DIMMER/5-WAY SWITCH 6. RECESSED CLO. FIXT. 7. UNDER CABINET x CONTROLLED BY A MANUAL -ON OCCUPANCY SENSOR. .5. LIGHT FIXTURES SHALL COMPLY w/ THE CLEARANCE REOU I REMENTS SPECIFIED IN 2015 CEO ARTICLE = 410.8. GRAVITY TANK -TYPE W.C.'s FLUORESCENT LIGHTING x TIMER SWITCH x ELEC. BALLAST, x 4 T 15.56 TOTAL BASELINE WATER USE (BWU) = 137.16 AIR -TIGHT, IG RATED = FLUORESCENT FIXTURE E) OCCUPANCY SENSOR FLUORESCENT ' y M W RECESSED GLC. FIXT. 510NAL PUSH BUTTON DUPLEX REGEPT. LED 0 WWF Q�0 PUCK LIGHT 220 VOLT OUTLET RECESSED CLO. FIXT. -�- MINI RECESSED CLO. FIXT. PANEL BOARD DUPLEX SPLIT WIRED ' DJ ELEC. DISCONNECT QUAD. REGEPT. - - WALL MTD. FIXTURE m COCYOD FLUORESCENT 110 V. SMOKE DETECTOR A �CA FLOOR OUTLET * WALL MTD. FIXTURE -©-- TRACK FIXTURE O EXHAUST FAN a TV OUTLET PAYNE 2864 ® WHOLE HOUSE VACUUM Scale -�- PENDANT LIGHT Job CONNECTION Sheet PHONE OUTLET Of Sheets SCONCE FIXTURE CM IIOV CARBON MONOXIDE 0 TV/PHONE OUTLET ALARM W BATTERY -b- MINI SCONCE FIXTURE BACKUP VP SUITABLE FOR DAMP LOCATION MOTION -ACTIVATED LI5HT - L -. AUTOMATIC GARAGE DOOR OPENER LISTED IN -}- FUEL OAS OUTLET SECURITY ACCORDANCE w/ UL 525, W OFI OUTLET I. ALL LIGHTING FIXTURES SHALL BE ASSUMED INCANDESCENT U.O.N. A5 LED OR FLUORESCENT. 2. ALL EXTERIOR LIOHTINO FIXTURES SHALL BE "SUITABLE FOR DAMP LOCATIONS" 14ATER HEATER MANDATORY FEATURF-S WATER HEATING SYSTEMS U51NO OAS OR PROPANE WATER HEATERS TO SERVE INDIVIDUAL DWELLING UNITS SHALL INCLUDE THE FOLLOWING COMPONENTS: I. A 120V ELECTRICAL RECEPTACLE THAT 15 WITHIN 5 FEET FROM THE WATER HEATER AND ACCESSIBLE TO THE WATER HEATER WITH NO OBSTRUCTIONS 2. A CATEOORY III OR IV VENT, OR A TYPE B VENT WITH STRAIGHT PIPE BETWEEN THE OUTSIDE TERMINATION AND THE SPACE WHERE THE WATER HEATER 15 INSTALLED 5. 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 A5515TANOE 4. A GAS SUPPLY LINE WITH A CAPACITY OF AT LEAST 200,000 BTU/HR. BASELINE WATER U5E - 5 BEDROOM RE51 DENOE FIXTURE TYPE FLOW RATE By: ELEGTR I GAL NOTE5 AILY DUSES I. PROVIDE AN ADDITIONAL 20 AMP BRANCH CIRCUIT FOR EACH BATHROOM AND LAUNDRY. THESE CIRCUITS SHALL SERVE NO OTHER OUTLETS. 2. ALL 15 $ 20 AMP BRANCH CIRCUITS SUPPLYING OUTLETS INSTALLED IN BEDROOMS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, 5UNROOM5, RECREATION ROOMS, x HALLWAYS, CLOSETS OR 51MILAR ROOMS, SHALL BE INSTALLED WITH A COMBINATION ARG -FAULT x 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, 51NOLE PHASE, 15 AND 20 AMP RECEPTACLES SHALL BE L15TF-D TAMPER RE515TANT x RECEPTACLES. 5. FIXTURES, LAMP HOLDERS AND RECEPTACLES OUTLETS SHALL BE SECURELY SUPPORTED. A FIXTURE THAT WEIGHS MORE THAN blbs OR EXCEEDS Wn. IN ANY DIMENSION SHALL NOT BE SUPPORTED BY THE x SCREW SHELL OF A LAMP HOLDER PER 2013 CEG SECTION 410.15. (a). OUTLET BOXES SHALL NOT BE = USED A5 THE SOLE SUPPORT FOR CEILINO FANS PER 2013 SECTION 514.27 (a d). 6. ALL HARDWIRED DETECTORS SHALL BE INTERCONNECTED. 7. ALL GARAGE, LAUNDRY ROOM, AND UTILITY ROOM LIGHTING SHALL BE HIGH-EFFIGAGY AND x CONTROLLED BY A MANUAL -ON OCCUPANCY SENSOR. .5. LIGHT FIXTURES SHALL COMPLY w/ THE CLEARANCE REOU I REMENTS SPECIFIED IN 2015 CEO ARTICLE = 410.8. GRAVITY TANK -TYPE W.C.'s 1.28 14ATER HEATER MANDATORY FEATURF-S WATER HEATING SYSTEMS U51NO OAS OR PROPANE WATER HEATERS TO SERVE INDIVIDUAL DWELLING UNITS SHALL INCLUDE THE FOLLOWING COMPONENTS: I. A 120V ELECTRICAL RECEPTACLE THAT 15 WITHIN 5 FEET FROM THE WATER HEATER AND ACCESSIBLE TO THE WATER HEATER WITH NO OBSTRUCTIONS 2. A CATEOORY III OR IV VENT, OR A TYPE B VENT WITH STRAIGHT PIPE BETWEEN THE OUTSIDE TERMINATION AND THE SPACE WHERE THE WATER HEATER 15 INSTALLED 5. 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 A5515TANOE 4. A GAS SUPPLY LINE WITH A CAPACITY OF AT LEAST 200,000 BTU/HR. BASELINE WATER U5E - 5 BEDROOM RE51 DENOE FIXTURE TYPE FLOW RATE By: DURATION AILY DUSES KITCHEN LIGHTING OGGUPANT5 m el PER DAY SHOWERHEADS (RESIDENTIAL) 2.5 x 8 MIN. x I x 4 = &0 LAV. FAUCETS (RESIDENTIAL) 2.2 x .25 MIN. x 3 x 4 = 6.6 KITCHEN FAUCETS 2.2 x 4 MIN. x I x 4 = 55.2 GRAVITY TANK -TYPE W.C.'s 1.28 x I FLUSH x 5 x 4 = 15.56 TOTAL BASELINE WATER USE (BWU) = 137.16 141 (BWU) x .80 = ALLOWABLE WATER USE = 112.8 REQUIRED 20% REDU071 ON IN BASELINE WATER USE CALCULA71 ON TABLE FIXTURE TYPE FLOW RATE By: DURATION USES, KITCHEN LIGHTING OCCUPANTS PER DAY SHOWERHEAD5 (RESIDENTIAL) 1.85 xj 8 MIN. X1 I x 4 LUMINAIRE TYPE: HIGH EFFICACY: LAV. FAUCETS (RESIDENTIAL) 2.0 x .25 MIN. x 5 xj 4 = 6 KITCHEN FAUCETS 1.5 x 4 MIN. x I x 4 = 24 GRAVITY TANK -TYPE W.C.'s 1.28 x I FLUSH x 5 x 4 = 11.2 ALLOWABLE DAILY WATER USE: 112.8 GALLONS PROPOSED DAILY WATER USE: 104.56 GALLONS V/P VERIFY V LOCATION \' /M5TR. FI UNIT BATH 220 GF i i MA5TER BEDROOM I VIPERMEN .. ." i m OF I J GOVR'D PATIO I GFI I I GF I WP BEDROOM 2 VENTILATION REOU I REMENTS I. KITCHEN VENTILATION: A. THE KITCHEN SHALL HAVE AN EXHAUST FAN W A MIN. VENTILATION RATE OF 100 CFM. B. THE N015E RATING SHALL BE 5 SONE MAXIMUM. G. THE FAN SHALL BE DUCTED TO THE OUTSIDE W 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 NOISE RATING SHALL BE 5 SONE MAXIMUM. G. THE FAN SHALL BE DUCTED TO THE OUTSIDE W A MINIMUM 4"4) SMOOTH DUCT (75' MAXIMUM RUN W (2) ELBOWS OR FITTINGS). D. BATHROOM EXHAUST FANS MUST BE CONTROLLED BY A HIJMIP157AT CONTROL CAPABLE OF ADJUSTMENT BETWEEN A RELATIVE HUMIDITY RANGE OF 50 TO e5O%. 2015 COBSC SECTION 4.506. 5. WHOLE - BUILDINO VENTILATION: SEE GFIR (ENERGY CALCULATIONS) FOR WHOLE BUILDING VENTILATION REQUIRED CFM. ONE BATHROOM FAN SHALL BE 70 CFM. MIN. W A MAXIMUM NOISE RATING OF I SONE. THE SWITCH SHALL BE LABELED "VENTILATION CONTROL." � LIVING � � ROOM i 1 1 ENTRY o / WP GF - - DEN GOVR'D POROH ___---- DININO i i 0 NOTE: PROVIDE LIGHT 4 110 VOLT OUTLET AT ATTIC MTD. F.A.U. IIIIIIIIIIIIII REF. I W.I .G. 51 TTI NG AREA -L.P - - MA5TER BEDROOM 2 I I �D J 4 GFI � M5TR. - -t OF q CON220 V. WH ELEC. SUB -PANEL. SEE GALOREEN RESIDENTIAL MANDATORY MEASURES, I I 4.106.4.1 FOR ELECTRIC VEHICLE CHAROINO I I ON REG'5. PROVIDE SEPARATE GROUNDINO I I WIRE FROM EACH PANEL TO ELEC. MAIN I I PAN I I T ° I \ I I \ I AFI \I I \I O ARAOr / I MIN. GLR. L-�I L-�I F---��) 1 �.01 � LIJ i LTJ r-LEGTRIOAL PLAN 1/4" = 11-011 OF I OF WP/ GFI 2G 5-1 MA Revision: Date: By: KITCHEN LIGHTING SCHEDULE: N N A B LUMINAIRE TYPE: HIGH EFFICACY: WAT75: QUANTITY: HIGH EFFICACY WATTS: OTHER WATTS: COMPACT FLUOR. YES 26 7 182 PENDANT NO 100 2 200 5' FLUOR. TUBE YES 25 2 50 2' FLUOR. TUBE YES 17 2 54 TOTAL (A): 266 TOTAL (5):200 COMPLIES IF A >/= B YES X NO ' y M WP/ GFI 2G 5-1 MA Revision: Date: By: N N n 4 w 00 � 0 P1 .... � d MSI U � v an W o ' y M W U WWF Q�0 H C-i W m COCYOD A �CA O �0 * No. 21 83 E rl 17 C PAYNE 2864 Date AUGUST 2016 Scale Drawn 05TR0\/5K 1 Y Job 04-803 Sheet Of Sheets rt a c*i N M (D r•I 0 N e-1 GENERAL STRUCTURAL NOTES 1. GENERAL 3. CONCRETE / REINFORCING CONTINUED 6. FRAMING / LUMBER CONTINUED 9. DESIGN LOADS A) ALL WORK SHALL CONFORM TO THE 2013 CBC AND ALL APPLICABLE LOCAL CODES. 1) REINFORCEMENT COVER SHALL BE AS FOLLOWS: B) THE ENGINEER (SUMMIT STRUCTURAL DESIGN) HAS PROVIDED AND IS RESPONSIBLE FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO SOIL: 3" SPECIFIC STRUCTURAL ITEMS ONLY. ALL OTHER REQUIREMENTS OF THE BUILDING CODE CONCRETE WITH SOIL OR WEATHER EXPOSURE: INCLUDING WATERPROOFING, FIREPROOFING, DRAINAGE, HANDICAP ACCESSIBILITY, EGRESS #5 BARS AND SMALLER 1 %" REQUIREMENTS, PARKING, AND ALL OTHER DESIGN REQUIREMENTS NOT SPECIFICALLY SHOWN #6 BARS AND LARGER 2" IN THE STRUCTURAL DESIGN CALCULATIONS, ARE THE RESPONSIBILITY OF THE CONTRACTOR OR CONCRETE WITHOUT SOIL OR WEATHER EXPOSURE: 3/4" OWNER. SHOULD ANY CHANGES BE MADE FROM THE DESIGN AS SPECIFIED IN THESE DOCUMENTS WITHOUT THE WRITTEN APPROVAL FROM THE ENGINEER, THEN THE ENGINEER J) REINFORCEMENT SHALL BE GRADE 60 PER ASTM A615 U.N.O. LAP BOTTOM REINFORCING (60) WILL ASSUME NO RESPONSIBILITY FOR ANY ELEMENT OR SYSTEM OF THE STRUCTURE. BAR DIAMETERS U.N.O. AND LAP TOP REINFORCING, PLACED ABOVE 12" OF CONCRETE OR C) THE DRAWINGS AND CALCULATIONS REPRESENT THE FINISHED STRUCTURE, AND, UNLESS MORE, (80) BAR DIAMETERS U.N.O. SPECIFICALLY NOTED OTHERWISE, DO NOT SHOW THE METHOD OF CONSTRUCTION. THE K) #5 AND LARGER REBAR SHALL NOT BE RE-BENT. CONTRACTOR IS RESPONSIBLE FOR THE METHOD OF CONSTRUCTION, AND SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE PUBLIC, CONSTRUCTION WORKERS, AND THE L) ALL REINFORCING STEEL AND ANCHOR BOLTS SHALL BE ACCURATELY LOCATED AND STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE FORMING, SHORING, ADEQUATELY SECURED IN POSITION BEFORE AND DURING CONCRETE PLACEMENT. 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. G) SHOP DRAWINGS: SHOP DRAWINGS ARE SUPERCEDED BY THE STRUCTURAL DRAWINGS UNDER ALL CIRCUMSTANCES. THE GENERAL CONTRACTOR SHALL VERIFY THAT ALL CONSTRUCTION IS IN FULL AGREEMENT WITH THE LATEST STRUCTURAL DRAWINGS. REVIEW OF SHOP DRAWINGS BY THE ENGINEER OF RECORD DOES NOT GUARANTEE IN ANY WAY THE THE SHOP DRAWINGS ARE CORRECT, NOR DOES IT INFER THAT THEY SUPERCEDE THE STRUCTURAL DRAWINGS. H) WALL FINISH SYSTEMS SUCH AS STUCCO SHALL BE APPLIED OVER FOAM BASE OR OTHER METHOD OF ADEQUATELY ALLOWING THE FINISH TO EXPAND AND CONTRACT WITHOUT CRACKING. THE OWNER OR CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEFECTS IN THE FINISHES. 1) SPECIAL INSPECTION: SPECIAL INSPECTION PER SECTION 1701 OF THE CBC SHALL BE PROVIDED FOR THE FOLLOWING TYPES OF CONSTRUCTION: EPDXY/MECHANICAL CONCRETE ANCHORS (IF APPLICABLE) THE SPECIAL INSPECTOR SHALL BE ACCEPTABLE TO THE STRUCTURAL ENGINEER AND BUILDING DEPARTMENT, SHALL BE ICBO 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 FROSTLINE (12" TO 24" AS PER LOCAL REQUIREMENTS). E) BOTTOM OF ALL FOUNDATION TRENCHES SHALL BE CLEAN AND LEVEL. F) ALL FINISHED GRADE SHALL SLOPE AT A MINIMUM SLOPE OF 5% AWAY FROM ALL FOUNDATIONS A MINIMUM OF 10 FEET HORIZONTAL. G) FOUNDATIONS SHALL NOT BE SCALED FROM PLAN OR DETAIL DRAWINGS. H) FILL MATERIAL SHALL BE FREE FROM DEBRIS, VEGETATION, AND OTHER FOREIGN SUBSTANCES. 1) USE 4" DIAMETER PERFORATED PIPE SUB -DRAIN BEHIND ALL RETAINING WALLS. SLOPE PIPE TO DRAIN TO DAYLIGHT. J.) FOR FOOTINGS PLACED ON OR ADJACENT TO SLOPES, A GEOTECHNICAL ENGINEER MUST APPROVE FOOTING PLACEMENTS IN VIOLATION OF FIGURE 1808.7.1 OF 2013 CBC. THIS ENGINEER SHALL NOT BE LIABLE FOR ANY FOUNDATION NOT IN STRICT CONFORMANCE TO SECTION 1808 OF THE 2013 CBC. 3. CONCRETE / REINFORCING A) CONCRETE SHALL HAVE A MINIMUM 28 DAY STRENGTH OF 2,500 PSI U.N.O. C) ALL CEMENT USED SHALL CONFORM TO ASTM C-150 AND SHALL BE TYPE II OR TYPE III LOW ALKALI. D) AGGREGATE SHALL CONFORM TO ASTM C-33 AND SHALL NOT CONTAIN MATERIALS WHICH ARE ALKALI REACTIVE AS DETERMINED BY ASTM C-227,289, AND 295. IF TEST DATA IS UNAVAILABLE IN REGARDS TO ALKALI REACTIVE MATERIALS, PROVIDE CEMENT WITH A MAXIMUM ALKALI CONTENT LESS THAN 0.45% BY WEIGHT. E) CONCRETE EXPOSED TO FREEZING OR THAWING SHALL BE PROTECTED IN ACCORDANCE TO THE LATEST EDITION OF THE ACI 318. F) SLABS ON GRADE SHALL BE PER THE CONTRACTOR. SUMMIT STRUCTURAL DESIGN RECOMMENDS THE FOLLOWING AS A MINIMUM SLAB -ON -GRADE: AT GARAGE SLABS, USE 4" THICK S.O.G. WITH #3 BARS AT 15" O.C. EACH WAY ABOVE MID -DEPTH OF SLAB, OVER MOISTURE BARRIER IN COMPLIANCE WITH ASTM E 1643, OVER 4" AGGREGATE BASE. USE 3-1/2" SLAB WITH#3 AT 15" E.W. ABOVE MID -DEPTH OF SLAB, OR 6X6 WWF ABOVE MID -DEPTH OF SLAB WITH SAME SUB - SLAB BUILDUP AT ALL OTHER AREAS. G) SAW -CUT TOP 3/4" OF SLAB FOR CRACK CONTROL AT INTERVALS NOT TO EXCEED 10'-0" WHERE SLAB IS REINFORCED, SAW CUT AT INTERVALS NOT TO EXCEED 7'-0" WHERE SLAB IS UN -REINFORCED. 6. FRAMING/LUMBER 6-1 MATERIALS: A.) SHEATHING: 1. ROOF SHEATHING: SEE PLANS 2. FLOOR SHEATHING: SEE PLANS 3. WALL SHEATHING: SEE PLANS B.) GLUE -LAMS: GLUE -LAMS SHALL BE 24F -V4 U.N.O. WITH A CAMBER OF R=1600' U.N.O. GLUE -LAMS EXPOSED TO WEATHER MUST BE RATED FOR EXTERIOR USE BY THE MANUFACTURER GLUED LAMINATED FABRICATON SHALL BE PERFORMED IN AN APPROVED FABRICATORS SHOP IN ACCORDANCE WITH CBC 2303.1.3, AITC A190.1, AND ASTM D 3737. BEAM INSPECTION CERTIFICATES SHALL BE SUBMITTED TO THE FIELD INSPECTOR PRIOR TO COMPLETION OF FRAME INSPECTION IN ACCORDANCE WITH CBC 1704.2. C.) MICRO -LAMS: MICRO -LAMS (LAMINATED VENEER LUMBER) SHALL HAVE FB = 3100 PSI AND FV = 285 PSI MIN., AND SHALL BE MANUFACTURED, APPROVED AND IDENTIFIED AS PER NER-481. D.) SILL PLATES: SILL PLATES SHALL BE PRESSURE TREATED DOUGLAS FIR WITH 1/2" DIAMETER ANCHOR BOLTS AND 3" X 3" X.229" PLATE WASHERS LOCATED AT 6'-0" O.C. MAX. WITH ONE BOLT LOCATED V-0" MAXIMUM FROM EACH END OF EACH PIECE. RE -TREAT CUT ENDS WHERE REQUIRED. E.) FRAMING LUMBER: ALL FRAMING LUMBER SHALL BE DOUGLAS FIR LARCH AS GRADED BY THE W.W.P.A. OR W.C.L.I.B. AND SHALL HAVE A MOISTURE CONTENT LESS THAN 19%, U.N.O. 1. STUDS SHALL BE STUD GRADE OR BETTER. 2. ALL POSTS SHALL BE DF -L #1 U.N.O. 3. 2X AND 3X RAFTERS SHALL BE DF -L #2 U.N.O. 4. 2X JOISTS SHALL BE DF -L #2 U.N.O. 5. CONCEALED BEAMS SHALL BE DF -L #2. 6. EXPOSED BEAMS SHALL BE DF -L #1 APPEARANCE GRADE FOHC (4X6 AND LARGER). 7. ALL BEAMS 6X AND LARGER SHALL BE FREE OF HEART CENTER. F.) NAILS: ALL NAILS SHALL BE COMMON U.N.O. WHERE EXPOSED TO WEATHER OR WITHIN 18" OF FOUNDATION, NAILS SHALL BE GALVANIZED. G.) BOLTS AND LAG SCREWS: BOLTS AND LAG SCREWS SHALL BE ASTM A-307 U.N.O. AND PROVIDED NEW AND WITHOUT EXCESSIVE RUST. H.) ALL HARDWARE CALLED SHALL BE SIMPSON STRONG -TIE CO., OR ENGINEER APPROVED EQUIVALENT, INSTALLED PER MANUFACTURER'S RECOMMENDATIONS WITH ALL HOLES FILLED WITH RECOMMENDED FASTENERS. USP HARDWARE MAY BE USED IN LIEU OF SIMPSON HARDWARE WITH WRITTEN APPROVAL FROM STRUCTURAL ENGINEER OF RECORD. ALL METAL HANGERS, CONNECTORS, AND FASTENERS IN CONTACT WITH PRESSURE TREATED WOOD SHALL BE STAINLESS STEEL OR OTHERWISE CERTIFIED BY THE MANUFACTURER TO RESIST CORROSION CAUSED BY THE SPECIFIC TREATMENT APPLIED TO THE WOOD AND/OR METALS. I.) MANUFACTURED "I" JOISTS: MANUFACTURED I JOISTS (SUCH AS TRUSS JOISTS) SHALL BE INSTALLED PER THE MANUFACTURES RECOMMENDATIONS USING A DEFLECTION LIMIT OF L/480 UNLESS NOTED OTHERWISE. USE A MANUFACTURED 1-1/4" RIM BOARD (SUCH AS TIMBER STRAND) WITH ALL "I" JOISTS. USE A DOUBLE RIM OR 1-3/4" LVL RIM AT ALL LOCATIONS WHERE LEDGERS ARE USED (SUCH AS DECK LEDGERS). 6-2 GENERAL FRAMING: A.) MINIMUM NAILING: MINIMUM NAILING SHALL BE PER 2013 CBC TABLE 2304.9.1. B.) LARGER MEMBERS: ALL FRAMING MEMBERS SPECIFIED IN THESE CALCULATIONS ARE MINIMUMS, LARGER MEMBERS MAY BE SUBSTITUTED AT CONTRACTORS OPTION. C.) SHRINKAGE: CARE SHALL BE TAKEN TO ALLOW FOR EFFECTS OF SHRINKAGE WHICH COULD CAUSE SETTLEMENT OF ROOF AND OR FLOORS AND COULD LEAD TO FAILURE OF ASSOCIATED FRAMING MEMBERS. THE CONTRACTOR SHALL TAKE ALL MEASURES NECESSARY TO PROTECT FRAMING FROM THE EFFECTS OF SHRINKAGE. D.) ALL STRUCTURAL FRAMING MEMBER WITH EXTERIOR EXPOSURE SHALL BE PRESSURE TREATED OR BE OF MATERIAL THAT IS NATURALLY RESISTANCE TO DECAY. 6-3 BEAM FRAMING: A.) BUILT UP BEAMS: ALL BUILT UP, LAMINATED DOUBLE OR MULTIPLE 2X JOISTS AND BEAMS SHALL BE NAILED TOGETHER WITH 16d NAILS AT 6" O.C., T&B U.N.O. B.) DOUBLE JOISTS: PROVIDE DOUBLE FLOOR JOISTS UNDER PARTITION WALLS RUNNING PARALLEL TO JOIST SPAN AND UNDER ALL LOCATIONS WHERE TUBS MAY BE LOCATED. ADEQUATE SUPPORT SHALL BE PROVIDED FOR ALL OTHER EQUIPMENT OR FURNISHINGS WHICH MAY NOT BE SHOWN ON THE STRUCTURAL DRAWINGS INCLUDING BUT NOT LIMITED TO: HOT WATER HEATER, STOVE, REFRIGERATOR, OVEN, FIRE PLACE ENCLOSURES, WOOD BURNING STOVE, ETCETERA. C.) BLOCKING: PROVIDE SOLID BLOCKING IN JOIST FRAMING ABOVE ALL SUPPORTS 6-4 POSTS/TRIMMERS: A.) SUPPORT: SUPPORT ALL UPPER LEVEL POSTS AND TRIMMERS IN LOWER LEVELS WITH EQUIVALENT FRAMING AND BLOCK OR OTHERWISE FRAME POSTS THROUGH FLOOR SYSTEMS. B.) WHERE POSTS WITH COLUMN CAPS OR BEARING PLATES ARE SPECIFIED, THE LOAD IS TO BE TRANSFERRED TO THE FOUNDATION BY VERTICAL GRAIN ONLY, U.N.O. 6-5 WALL FRAMING: A.) DOUBLE TOP PLATE SPLICES: SPLICES AND JOINTS IN DOUBLE TOP PLATE OF STUD BEARING WALL SHALL OCCUR AT THE CENTER LINE OF SUPPORTING STUD. TOP PLATE SPLICES OF STUD WALLS SHALL BE 48" LONG WITH (12) 16d SINKERS EACH SIDE OF EACH SPLICE U.N.O. WHERE SPLICE IS INTERRUPTED, USE ST6224 STRAP U.N.O. B.) FIRE BLOCKS: FIRE BLOCK STUD WALLS AT MID -HEIGHT WHERE STUD LENGTH EXCEEDS 10'-0". C.) MIS -PLACED ANCHOR BOLTS: WHERE ANCHOR BOLTS HAVE BEEN INCORRECTLY PLACED, USE SIMPSON SET EPDXY WITH ANCHOR OF SAME DIAMETER WITH 7" EMBEDMENT IN CONCRETE AND INSTALLATION PER MANUFACTURERS RECOMMENDATIONS AND CURRENT ICC REPORT. D.) CRIPPLE WALLS: CRIPPLE WALLS SHALL BE A MINIMUM OF 14" IN HEIGHT. FOR LESSER HEIGHTS, STACK 2X PLATES (AND SHIM AS REQUIRED). E.) NOTCHED OR CUT STUDS: NOTCHED AND/OR CUT STUDS TO CLEAR ANCHOR BOLTS ARE NOT ALLOWED. STUDS SHALL HAVE FULL BEARING TO THE FOUNDATION PLATE. F.) LET -IN BRACES: LET IN BRACES SHALL NOT BE USED FOR TEMPORARY BRACING ON ANY WALL FRAME. STEEL STRAPS WHICH DO NOT REQUIRE THE CUTTING OF STUDS ARE AN ACCEPTABLE ALTERNATIVE. G.) SEE NOTE 6-1 D FOR SILL AND ANCHOR BOLT SPECIFICATIONS. H.) WALL FRAMING RECEIVING NAILING AT 3" ON CENTER OR LESS SHALL BE 3X NOMINAL U.N.O. PER PLANS AND DETAILS. 6-6 CONNECTIONS: A.) HOLES FOR THROUGH BOLTS SHALL BE DRILLED 1/16" OVERSIZE. B.) ALL BOLTS, NUTS, AND LAG SCREWS SHALL BE PROVIDED WITH FLAT OR MALLEABLE WASHERS WHERE BEARING AGAINST WOOD. C.) ALL BOLTS AND LAG SCREWS SHALL BE TIGHTENED UPON INSTALLATION AND RE -TIGHTENED BEFORE CLOSING IN OR AT COMPLETION OF JOB. D.) LAG SCREWS SHALL BE SCREWED, NOT DRIVEN, INTO PLACE. 8. ROOF FRAMING 8-1 CUT AND STACKED ROOF FRAMING: A.) CUT AND STACKED ROOF SYSTEMS SHALL BE BUILT TO THE CONVENTIONAL FRAMING REQUIREMENTS OF THE CALIFORNIA BUILDING CODE (CHAPTER 23). PURLINS, BRACES, INTERMEDIATE SUPPORTS, AND CONNECTIONS SHALL BE PROVIDED BY THE CONTRACTOR THAT ARE CAPABLE OF TRANSMITTING ALL GRAVITY AND WIND LOADS TO THE FOUNDATION. B.) IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE THE CONVENTIONALLY FRAMED ROOF SYSTEM WITH TIES AND SUPPORTS BRACING ALL ELEMENTS TO THE FOUNDATION. THE ENGINEER HAS MADE A CURSORY REVIEW OF THE FRAMING SIZES AND SUPPORT LOCATIONS, AND HAS PROVIDED GENERAL CONNECTION DETAILS TO COVER THE MAJORITY OF CONDITIONS, BUT HAS NOT PROVIDED ENGINEERING DETAIL REQUIREMENTS FOR ALL CONNECTIONS NECESSARY FOR THE ROOF TO PERFORM IN ACCORDANCE WITH THE LOADING CRITERIA. IF ANY SPECIFIC ELEMENT OF THE ROOF FRAMING SYSTEM IS NOT SHOWN AND DETAILED CONNECTION CRITERIA IS REQUIRED, PLEASE CONTACT THE ENGINEER FOR ADDITIONAL INFORMATION. 8-2 PREFABRICATED ROOF TRUSSES: A) PREFABRICATED ROOF TRUSSES: PREFABRICATED ROOF TRUSSES SHALL BE DESIGNED BY THE TRUSS FABRICATOR PER THE REQUIREMENTS OF THE ARCHITECTURAL AND STRUCTURAL DRAWINGS AND CBC 2303.4. B) COMPLETE CALCULATIONS AND SHOP DRAWINGS INCLUDING LAYOUT, SIZE OF MEMBERS, AND CONNECTION DETAILS, STAMPED AND SIGNED BY AN ENGINEER LICENSED IN THE STATE OF CALIFORNIA, SHALL BE REVIEWED BY THE ENGINEER OF RECORD PRIOR TO TRUSS FABRICATION. C) TRUSS DESIGN LOADS: TOP CHORD LIVE LOAD: 20 PSF REDUCIBLE TOP CHORD DEAD LOAD: 14 PSF BOTTOM CHORD DEAD LOAD 10 PSF TOTAL LOAD 44 PSF UPLIFT LOAD AS REQUIRED BY THE 2013 CBC D) TRUSS BRIDGING SHALL BE AS REQUIRED AND SPECIFIED BY THE TRUSS FABRICATOR. E) TRUSS MANUFACTURER SHALL OBTAIN ALL NECESSARY APPROVALS FROM THE PUBLIC AGENCIES INVOLVED IN GOVERNING CONSTRUCTION. F) TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING MAXIMUM DEFLECTIONS UNDER DESIGN LOADS: LIVE LOAD DEFLECTION = L/360, TOTAL LOAD DEFLECTION = L/240 A) THE STRUCTURE HAS BEEN DESIGNED FOR THE FOLLOWING CRITERIA PER CBC CHAPTER 16, DIVISIONS I, II, III, AND IV U.N.O.: B) SEISMIC: SEISMIC IMPORTANCE FACTOR: 1 MAPPED SPECTAL RESPONSE ACCELERATIONS: Ss = 0.617, S1= 0.276 SEISMIC SITE CLASS: D SPECTRAL RESPONSE COEFFICIENTS: SDS = 0.537, SD1= 0.340, Cs = 0.08 SEISMIC DESIGN CATEGORY: D BASIC SEISMIC -FORCE -RESISTING SYSTEM: LIGHT FRAMED SHEAR WALLS SEISMIC BASE SHEAR: 12.1 KIPS RESPONSE MODIFICATION FACTOR: R = 6.5 ANALYSIS PROCEDURE USED: EQUIVALENT STATIC FORCE PROCEDURE C) WIND: WIND SPEED: 110 MPH WIND EXPOSURE: C D) LIVE LOADS: ROOF 20 PSF ABBREVIATIONS AB ANCHOR BOLT K ADD'L ADDITIONAL L ADJ ADJACENT LLH ALT ALTERNATE LLV ARCH ARCHITECTURAL LONG BLDG BUILDING LSL BLKG BLOCKING LVL BM BEAM MAX BOTT (B) BOTTOM MB BTF BEAT TO FIT MECH BTWN BETWEEN MFR CB CARRIAGE BOLTS MIN CCJ CONTROL JOINT MISC. CIP CAST -IN-PLACE CONCRETE MTL CJ CONSTRUCTION JOINT (N) CLR CLEAR NS CMU CONCRETE MASONRY UNITS NSA COL COLUMN NTS CONC CONCRETE OC CONN CONNECTION OD CONSTR CONSTRUCTION OH CONT CONTINUOUS OPNG CONTR CONTRACTOR OVS CP COMPLETE PENETRATION PDF CTR CENTER PERP CTSK COUNTERSINK PL DBL DOUBLE PLWD DF DOUGLAS FIR PLCS DF -L DOUGLAS FIR - LARCH PP DIA DIAMETER PT DJ DOUBLE JOIST P/C EA EACH P/T EF EACH FACE REINF EL ELEVATION (DATUM) REQ'D ELEV ELEVATION (VIEW) OR ELEVATOR SC EN EDGE NAILING SEOR EQ EQUAL ES EACH SIDE SHTG (E) EXISTING SIM EXP EXPANSION SOG EXT EXTERIOR STD EW EACH WAY STIFF FF FINISH FLOOR STL FIN FINISH SQ FJ FLOOR JOIST SS FLR FLOOR SWS FNDN FOUNDATION SYM FOHC FREE OF HEART CENTER T&B FOS FACE OF STUD TO(P) FS FAR SIDE TOC FTG FOOTING TOF GA GAUGE TOS GALV GALVANIZED TOW GLB GLUE -LAM BEAM TN HDG HOT DIPPED GALVANIZED TYP HDR HEADER LINO HGR HANGER (SIMPSON) VERT HORIZ HORIZONTAL WP ID INSIDE DIAMETER WWF INT INTERIOR W/ JST JOIST W/0 JT JOINT KIPS ANGLE LONG LEG HORIZ. LONG LEG VERT. LONGITUDINAL LONG SLOTTED HOLE LAMINATED VENEER LUMBER MAXIMUM MACHINE BOLTS MECHANICAL MANUFACTURER MINIMUM MISCELLANEOUS M ETAL NEW NEAR SIDE NELSON STUD ANCHOR NOT TO SCALE ON CENTER OUTSIDE DIAMETER OPPOSITE HAND OPENING OVERSIZE ROUND HOLE POWDER DRIVEN FASTENER PERPENDICULAR PLATE PLYWOOD PLACES PARTIAL PENETRATION PRESSURE TREATED PRECAST CONCRETE POST -TENSIONED REINFORCEMENT REQUIRED SLIP CRITICAL STRUCTURAL ENGINEER OF RECORD SHEATHING SIMILAR SLAB -ON -GRADE STANDARD STIFFENER STEEL SQUARE STAINLESS STEEL SHEAR WALL SCHEDULE SYMMETRICAL TOP & BOTTOM TOP OF (PLYWOOD) TOP -OF -CONCRETE TOP -OF -FOOTING TOP -OF -STEEL TOP -OF -WALL TOE NAIL TYPICAL UNLESS NOTED OTHERWISE VERTICAL WORKPOINT WELDED WIRE FABRIC WITH WITHOUT Q�pFESS/�N9 K P Lj �8 No. 7568' m *F 6/ 0/16 CIV1� gTFOF CAO 8/05/16 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE ONLY WITH THE ATTACHED STRUCTURAL CALCULATIONS 383 Rio Lindo Ave. Suite 200 Chico, CA 95926 P. 530.592.4407 SummitChico.com V) U W 0 U_ O 4:1-= Lo U Z00 1 (V Z Q< > W m z V) �- Cl- z U sv0 U0 � G CC a W REVISIONS: DATE: 8/05/16 SCALE: NTS DRAWN BY: RKB JOB NUMBER: 16-237 SHEET: SIN TYPICAL HANGER SCHEDULE MEMBER SIZE SIMPSON HANGER TYPE FASTENER TYPE AT SUPPORTING AT SUPPORTED MEMBER MEMBER 2X4/2X6/2X8/ 2X10/2X12 LUS24/LUS26/LUS28/ LUS210/LUS210 10d 10d DBL 2X6/DBL 2X8/ DBL 2X10/DBL 2X12 HUS26-2TF/HUS28-2TF/ HUS210-2TF/HUS212-2TF 16d 16d 4X8/4X10/4X12 HU48TF/HU41OTF/HU412TF 16d 10d 6X8/6X10/6X12 HU68TF/HU610TF/HU612TF 16d 16d TJI/BCI ITS 10d NOT REQ'D LVL/PSL HGLTV 16d 16d GLU-LAM HGLTV 16d 16d NOTES: 1. PROVIDE SKEWED AND SLOPED HANGER WHERE REQUIRED. 2. PROVIDE HANGER WITH ONE OR BOTH FLANGES CONCEALED WHERE REQUIRED. 3. SEE PLANS AND DETAILS FOR HANGER AT SPECIAL CONDITION. 4. PROVIDE APPROPRIATE FASTENER AT ALL FASTENER HOLES U.N.O. 5. FASTENER SIZES: 16d=0.162" DIA. X 3 1/2" LENGTH 10d=0.148" DIA. X 3" LENGTH, 10d X 1 1/2"=0.148" DIA. X 1 1/2" LENGTH 6. PROVIDE HANGERS AND FASTENERS WITH CORROSION PROTEC110N APPROPRIATE FOR CONNECTION APPLICATION AND ENVIRONMENT. TYPICAL SIMPSON HANGER SCHEDULE 12 NO SCALE S D 1 2 1/2" MAX. DEPTH FOR 2X4 PLATE 3 1/2" MAX. DEPTH FOR 2X6 PLATE 1 5 1/2" MAX A A N PROVIDE SIMPSON RPS22 STRAP AT EACH PLATE,—TOP PLATE i (2) MIN PER NOTCH PER 6/SD1 I 1 1/2" I I MAX, TYP. I�I WALL FRAMING PER PLAN, TYP r --PIPE AS OCCURS NOTE: DO NOT BORE HOLES OR CUT NOTCHES IN STRUCTURAL WALL PLATES GREATER THAN 1/3 THE PLATE WIDTH WITHOUT WRITTEN CONSENT FROM THE ENGINEER OF RECORD. TYPICAL TOP PLATE NOTCH DETAIL 11 NO SCALE SDI 1/2 STRAP LENGTH TOP PLATE PER 6/SD1 PER ARCH —+ —+_ --E.N. RAKED PLATErT TYP WHERE OCCURS• I+I II II CS16 X 2X BLOCK I+I 79-0" FLAT, TYP LENGTH_— _.__ E. N. TYP TOP PLATE I +I PER 6/SD1 I II II II WALL FRAMING I I ( I PER PLAN, TYP-- I+I I+I II II LSHEAR PLY PER PLAN, OTHERWISE PROVIDE 3/8 MIN APA RATED CORNER WHERE OCCURS PLY WITH 8d NAILS AT 6" O.C. EDGES AND 12" O.C. FIELD SHEAR PLY PER SHEAR TOP PLATE PER 6/SD1 WALL SCHEDULE TYPE SHEAR PLY "6" AT HEADER, TYPE EN /AND NAILING EN PER PLAN + +— ± —+ + _+ + + ± _+ - EN, + TYP + +I I I I 1+I ---I_L---I -I+ 4X6 BLK'G + I + I I+I I TYP. I SEN, TYP I+ (o II +I Oil I+ oIHOLDOWN U_ TRIMMERS I I+ POST PER r- Ja PER PLAN II PLAN 3 =� X V) Q U >o HEADER PER PLAN CS16 STRAP KINGS/HOLDOWN POST PER PLAN SHEAR WALL WIDTH TYPICAL SHEAR WALL PORTAL DETAIL NO SCALE ALL NON -SHEAR WALLS AND NON-BEARING WALLS TO HAVE HILTI X-CP72 SHOT PINS PER ICC Eco nz-7n A T n A" n n SLAB -ON -GRADE PER PLAN WALL CONTINUES WHERE "_�—OCCURS PER PLAN (5) 16d +++ + + AT EXISTING FOUNDATIONS AND AT MISSED AB PROVIDE 1/2" + DIAMETER TITEN HD AT REQUIRED SPACING WITH 4" EMBED, 1 3/4" + + MINIMUM EDGE DISTANCE, 8" MINIMUM END DISTANCE, AND 8- +t "+ MINIMUM SPACING. LOCATE AND AVOID ALL REINFORCING PRIOR TO PARTIAL PLAN AT TOP PLATE CORNER AND TEE DRILLING. INSTALL PER MANUFACTURER'S RECOMMENDATIONS DBL 2X TOP PLATE SI T126 STRAP, U.N.O., 12" MAX 4'-0" MAX AT (3) STORY AND TALLER PER DETAIL BELOW CENTERED ON DISCONTINUITY 5" MINS' 6'-0" MAX AT 1 AND 2 STORY PT DF -L (SEE SHEAR WALL SCHED.) SILL - I I 7" MIN PLATE WASHER / I I STUD DIRECTLY UNDER SPLICE, TYP. U � _� 3" X 3" X .229", TYP------/// TYPICAL TOP PLATE DISCONTINUITY MASA/MASAP ANCHOR OPTION PER NOTE 4 (5) 16d AT CORNER OR INTERSECTING WALL 1 /2" DIA AB WITH 2" HOOK, TYP\'__FNDN PER PLAN 16d SINKERS AT 16" O.C. 4'-0" MIN. LAP LENGTH TYP 16d SINKERS AT 16" O.C. _ (12) MIN. BETWEEN SPLICES 16d SINKERS AT 16" O.C. (12) MIN. BETWEEN SPLICES GENERAL NOTES: (12) MIN. BETWEEN SPLICES 1.) SILL PLATE SHALL BE 2X PT DF -L UNLESS NOTED OTHERWISE IN SHEAR WALL SCHEDULE. 2.) PROVIDE (2) BOLTS MIN PER SILL PLATE. 3.) DIAGONALLY SLOTTED PLATE WASHERS WITH A MAXIMUM SLOT LENGTH OF 1 3/4" MAY BE USED WHEN A STANDARD CUT WASHER IS ADDED BETWEEN THE PLATE WASHER AND NUT. STUD DIRECTLYDBL 2X UNDER SPLICE, TYP. I TOP PLATE 4.) CONTACT SUMMIT STRUCTURAL DESIGN FOR MASA/MASAP ANCHOR OPTION IN LIEU OF INTERSECTING WALL OR CORNER WHERE OCCURS --I ANCHOR BOLTS. TYPICAL TOP PLATE SPLICE 5.) AT SHEAR WALLS, PLATE WASHER MUST BE LOCATED 1/2" OR LESS FROM THE INSIDE FACE OF SHEATHING. 9 TYPICAL TOP PLATE SPLICE DETAIL 6 TYPICAL FNDN ANCHOR BOLT DETAIL 3 S D 1 NO SCALE S D 1 NO SCALE �ID 1 TOP PLATE -PER 6/SD1 TYPICAL NON-BEARING WALL DETAIL 8 NO SCALE SDI SHEAR PLY AND NAILING PER PL/ HD AND COMP PER SCHEDULE I CONTINUOUS WA WHERE OCCURS - EAR PLY AND rvHILING PER PLAN TYPICAL OFFSET TOP PLATE DETAIL 10 TYPICAL CORNER HOLDOWN DETAIL ( 7 1 NO SCALE �Dl NO SCALE SD1 STUD WALL ELEVATION KEY 16" MAX STUD SPACING H TRIMMERS PER SCHEDULE D T&B, TYP U.N.O. D &B, TYP © A35 CLIP AT EACH SIDE OF POSTS AND MULTIPLE KING STUDS. USE A34 AT 4X WALLS ® BLOCK AT ALL SHEATHING SPLICES, AND AT 10'-0" MAX UNBRACED STUD LENGTH ® A G © OPENING — �-- OPENING --� POST (2) 2X STUD WALL ELEVATION KEY (6) HEADER PER PLAN ® TRIMMERS PER SCHEDULE © KING STUDS PER SCHEDULE © A35 CLIP AT EACH SIDE OF POSTS AND MULTIPLE KING STUDS. USE A34 AT 4X WALLS ® BLOCK AT ALL SHEATHING SPLICES, AND AT 10'-0" MAX UNBRACED STUD LENGTH ® NAIL MULTIPLE TRIMMERS/KING STUDS TOGETHER WITH 16d AT 12" O.C. STAGGERED © STUD PER PLAN, DF#2 AT 16" O.C. U.N.O. ® POST PER PLAN WHERE OCCURS TYPICAL STUD WALL ELEVATION F5_ NO SCALE TOP PLATE PER 6/SD1 PROVIDE PANELS MFR, 1/8- BLOCK AT AL 16" MAX ' SPACING - SD1 CORNER WHERE OCCURS (5) 16d NAILS AT LAPPED CORNERS, TYP­_ L ---_n---��-- GAP BETWEEN (' LI I°I 1 FIELD NAIL PER AS REQ'D BY 1) II I SHEAR WALL SCHED. " MIN 1I II II I II (I II I°I I° II II II I EN PER SHEAR I1 II I I WALL SCHED. As REQ'D °I I'I 11 EDGES, TYP f I I I I I I l COMPRESSION I I `�S I I! I{ POST AS REQ'D HEAR PLY PER HOLDOWN PER SHEAR WALL SCHED. SCHEDULE II I°I I°I � Il STUD I II II II II I I II II I I I°I --USE 3X STUD AT I I HOLDOWN II ABUTTING PANEL PER II EDGES WHERE 1I REQ'D PER SHEAR II II SCHEDULE I I WALL SCHEDULE -1 I I. °I If II II I� 11 I I I Ip I I I I f l I°I —.-- L SILL PLATE AND AB SIZE/SPACING PER SCHED. 7 FOUNDATION PER PLAN-` -MAX. NOTE: STUD SPACING = 16" O.C., U.N.O. CORNER WHERE OCCURS TYPICAL SHEAR WALL ELEVATION 4 NO SCALE SDI HOLDOWN SCHEDULE (*SEE ALL NOTES BELOW*) SIMPSON MINIMUM DISTANCE FROM CONCRETE ANCHOR TYPE HOLDOWN MINIMUM HOLDOWN HOLDOWN CENTER OF STEM MODEL POST CONCRETE ANCHOR SINGLE POUR TWO POUR FASTENERS WALL NUMBER SIZE TO FACE OF POST CONDITION CONDITION AT POST WIDTH HDU2 DBL 2X 1 5/16" SSTB16 SST820 6 SCREWS 6" HDU4 DBL 2X 1 5/16" SSTB20 SSTB24 10 SCREWS 6" HDU8 6X6 1 3/8" SSTB28 SSTB34 20 SCREWS 8" GENERAL NOTES: 1.) HOLDOWNS SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. 2.) AT 3X MUDSILL USE SSTBL VERSION OF ANCHOR LISTED ABOVE. 3.) DOUBLE STUDS SHALL BE NAILED TOGETHER WITH 12d (DIA.=0.135") AT 6" O.C. STAGGERED. 4.) SEE DETAIL 7/SD2 FOR THICKENED FOOTING AT SSTB ANCHOR, WHERE REQUIRED. TYPICAL HOLDOWN SCHEDULE 2 NO SCALE �Dl SHEAR WALL LEGENDN STRUCTURAL SHEAR WALL TYPE "N" FOR A MINIMUM L=X'—Y" LENGTH OF X'—Y" PER SCHEDULE BELOW. SHEAR WALL SCHEDULE - 3/8„ THICK SHEATHING AND 16 O.C. STUD SPACING (*SEE ALL NOTES BELOW*) SHEAR MUDSILL THICKNESS SOLE PLATE PANEL EDGE PANEL FIELD "SIMPSON” ALLOW. WALL AND 1/2" DIAMETER NAIL SIZE NAIL SIZE NAIL SIZE A35 AND RBC LOAD TYPE ANCHOR BOLT SPACING AND SPACING AND SPACING AND SPACING CLIP SPACING (PLF) 2X MUDSILL 12d 0 7" O.C. 8d 0 6" O.C. 8d 0 12" O.C. A35 AT 2'-8" O.C. 260 6 AB 0 3'-9" O.C. RBC AT 1 —8 O.C. 4* 2X MUDSILL 12d 0 5" O.C. 8d ® 4" O.C. 8d 0 12" O.C. A35 AT 1 8" O.C. 350 AB ®2 9 O.C. RBC AT 1 —2 O.C. 2X MUDSILL 12d 0 5" O.C. 8d ® 4" O.C. 8d 0 12" O.C. A35 AT V-8" O.C. 380 4 AB ® 1 —3 O.C. RBC AT 1'-0" O.C. 12d ®4 O.C. 2X MUDSILL » A35 AT V-5" O.C. 3 AB 0 1'—O" O.C. 8d ®3 O.C. 8d ®12» O.C. RBC AT 10" O.C. 490 3X MUDSILL12d 0 3" O.C. 8d 0 2" O.C. 8d 0 12" O.C. A35 AT 1 =0" O.C. 640 2 AB ®1 —9 O.C. RBC AT 8 O.C. GENERAL NOTES: 1.) WALL FRAMING: USE 2X OR WIDER DF—L STUDS (PER PLAN), SOLE PLATE, TOP PLATES, AND BLOCKING. USE PT DF—L MUDSILL PER SCHEDULE ABOVE. BLOCK ALL PANEL EDGES. 2.) SHEATHING: USE APA RATED (32/16 SPAN RATING) SHEATHING UNLESS NOTED OTHERWISE. EDGE NAIL PANELS AT ALL EDGES, TOP PLATES, SOLE PLATE, MUDSILL, POSTS, AND HOLDOWN COMPRESSION POSTS/STUDS. 3.) NAIL SIZES: 8d: 2 1/2" X 0.131" DIAMETER COMMON, OR 2 1/2" X 0.113" DIAMETER HDG BOX, 12d: 3 1/8" X 0.135" DIAMETER SINKER, 20d: 4" X 0.192" DIAMETER COMMON. DO NOT OVERDRIVE NAILS. STAGGER SOLE FASTENING AND PRE—DRILL PILOT HOLES (MAX 759 NAIL DIA) TO AVOID SPLITTING WALL ELEMENTS. 4.) AT SHEAR WALL TYPES "4", "3", AND "2" USE 3X NOMINAL FRAMING AT ABUTTING PANEL EDGES AND STAGGER NAILING. 5.) ALLOWABLE LOADS MAY BE MULTIPLIED BY 1.4 WHERE WIND LOADS GOVERN. TYPICAL SHEAR WALL SCHEDULE 1 NO SCALE SDI ' RWESS/0/q K. �- �No. 75688' * 6/ 0/16 J' C1V1L �gTFOFCAUF�� 8/05/16 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE ONLY WITH THE ATTACHED STRUCTURAL CALCULATIONS 383 Rio Lindo Ave. Suite 200 Chico, CA 95926 P. 530.592.4407 SummitChico.com W U U 1 O J U (Q0 U 00 1 NZ z0 Q N ULU Z DV) Qz �O �--- U 0 Q J � oc Q w U REVISIONS: DATE: 8/05/16 SCALE: NTS DRAWN BY: RKB JOB NUMBER: 16-237 SHEET: SD1 2X WALL OPENING SCHEDULE (110 MPH, EXPOSURE C) OPENING WIDTH TRIMMER/S KING STUD/S UP TO 3'-0" (1) 2X (1) 2X UP TO 6'-0" (2) 2X (2) 2X UP TO 10'-0" (2) 2X (2) 2X UP TO 18'-0" (2) 2X (3) 2X PER PLAN WHERE OCCURS TYPICAL STUD WALL ELEVATION F5_ NO SCALE TOP PLATE PER 6/SD1 PROVIDE PANELS MFR, 1/8- BLOCK AT AL 16" MAX ' SPACING - SD1 CORNER WHERE OCCURS (5) 16d NAILS AT LAPPED CORNERS, TYP­_ L ---_n---��-- GAP BETWEEN (' LI I°I 1 FIELD NAIL PER AS REQ'D BY 1) II I SHEAR WALL SCHED. " MIN 1I II II I II (I II I°I I° II II II I EN PER SHEAR I1 II I I WALL SCHED. As REQ'D °I I'I 11 EDGES, TYP f I I I I I I l COMPRESSION I I `�S I I! I{ POST AS REQ'D HEAR PLY PER HOLDOWN PER SHEAR WALL SCHED. SCHEDULE II I°I I°I � Il STUD I II II II II I I II II I I I°I --USE 3X STUD AT I I HOLDOWN II ABUTTING PANEL PER II EDGES WHERE 1I REQ'D PER SHEAR II II SCHEDULE I I WALL SCHEDULE -1 I I. °I If II II I� 11 I I I Ip I I I I f l I°I —.-- L SILL PLATE AND AB SIZE/SPACING PER SCHED. 7 FOUNDATION PER PLAN-` -MAX. NOTE: STUD SPACING = 16" O.C., U.N.O. CORNER WHERE OCCURS TYPICAL SHEAR WALL ELEVATION 4 NO SCALE SDI HOLDOWN SCHEDULE (*SEE ALL NOTES BELOW*) SIMPSON MINIMUM DISTANCE FROM CONCRETE ANCHOR TYPE HOLDOWN MINIMUM HOLDOWN HOLDOWN CENTER OF STEM MODEL POST CONCRETE ANCHOR SINGLE POUR TWO POUR FASTENERS WALL NUMBER SIZE TO FACE OF POST CONDITION CONDITION AT POST WIDTH HDU2 DBL 2X 1 5/16" SSTB16 SST820 6 SCREWS 6" HDU4 DBL 2X 1 5/16" SSTB20 SSTB24 10 SCREWS 6" HDU8 6X6 1 3/8" SSTB28 SSTB34 20 SCREWS 8" GENERAL NOTES: 1.) HOLDOWNS SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. 2.) AT 3X MUDSILL USE SSTBL VERSION OF ANCHOR LISTED ABOVE. 3.) DOUBLE STUDS SHALL BE NAILED TOGETHER WITH 12d (DIA.=0.135") AT 6" O.C. STAGGERED. 4.) SEE DETAIL 7/SD2 FOR THICKENED FOOTING AT SSTB ANCHOR, WHERE REQUIRED. TYPICAL HOLDOWN SCHEDULE 2 NO SCALE �Dl SHEAR WALL LEGENDN STRUCTURAL SHEAR WALL TYPE "N" FOR A MINIMUM L=X'—Y" LENGTH OF X'—Y" PER SCHEDULE BELOW. SHEAR WALL SCHEDULE - 3/8„ THICK SHEATHING AND 16 O.C. STUD SPACING (*SEE ALL NOTES BELOW*) SHEAR MUDSILL THICKNESS SOLE PLATE PANEL EDGE PANEL FIELD "SIMPSON” ALLOW. WALL AND 1/2" DIAMETER NAIL SIZE NAIL SIZE NAIL SIZE A35 AND RBC LOAD TYPE ANCHOR BOLT SPACING AND SPACING AND SPACING AND SPACING CLIP SPACING (PLF) 2X MUDSILL 12d 0 7" O.C. 8d 0 6" O.C. 8d 0 12" O.C. A35 AT 2'-8" O.C. 260 6 AB 0 3'-9" O.C. RBC AT 1 —8 O.C. 4* 2X MUDSILL 12d 0 5" O.C. 8d ® 4" O.C. 8d 0 12" O.C. A35 AT 1 8" O.C. 350 AB ®2 9 O.C. RBC AT 1 —2 O.C. 2X MUDSILL 12d 0 5" O.C. 8d ® 4" O.C. 8d 0 12" O.C. A35 AT V-8" O.C. 380 4 AB ® 1 —3 O.C. RBC AT 1'-0" O.C. 12d ®4 O.C. 2X MUDSILL » A35 AT V-5" O.C. 3 AB 0 1'—O" O.C. 8d ®3 O.C. 8d ®12» O.C. RBC AT 10" O.C. 490 3X MUDSILL12d 0 3" O.C. 8d 0 2" O.C. 8d 0 12" O.C. A35 AT 1 =0" O.C. 640 2 AB ®1 —9 O.C. RBC AT 8 O.C. GENERAL NOTES: 1.) WALL FRAMING: USE 2X OR WIDER DF—L STUDS (PER PLAN), SOLE PLATE, TOP PLATES, AND BLOCKING. USE PT DF—L MUDSILL PER SCHEDULE ABOVE. BLOCK ALL PANEL EDGES. 2.) SHEATHING: USE APA RATED (32/16 SPAN RATING) SHEATHING UNLESS NOTED OTHERWISE. EDGE NAIL PANELS AT ALL EDGES, TOP PLATES, SOLE PLATE, MUDSILL, POSTS, AND HOLDOWN COMPRESSION POSTS/STUDS. 3.) NAIL SIZES: 8d: 2 1/2" X 0.131" DIAMETER COMMON, OR 2 1/2" X 0.113" DIAMETER HDG BOX, 12d: 3 1/8" X 0.135" DIAMETER SINKER, 20d: 4" X 0.192" DIAMETER COMMON. DO NOT OVERDRIVE NAILS. STAGGER SOLE FASTENING AND PRE—DRILL PILOT HOLES (MAX 759 NAIL DIA) TO AVOID SPLITTING WALL ELEMENTS. 4.) AT SHEAR WALL TYPES "4", "3", AND "2" USE 3X NOMINAL FRAMING AT ABUTTING PANEL EDGES AND STAGGER NAILING. 5.) ALLOWABLE LOADS MAY BE MULTIPLIED BY 1.4 WHERE WIND LOADS GOVERN. TYPICAL SHEAR WALL SCHEDULE 1 NO SCALE SDI ' RWESS/0/q K. �- �No. 75688' * 6/ 0/16 J' C1V1L �gTFOFCAUF�� 8/05/16 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE ONLY WITH THE ATTACHED STRUCTURAL CALCULATIONS 383 Rio Lindo Ave. Suite 200 Chico, CA 95926 P. 530.592.4407 SummitChico.com W U U 1 O J U (Q0 U 00 1 NZ z0 Q N ULU Z DV) Qz �O �--- U 0 Q J � oc Q w U REVISIONS: DATE: 8/05/16 SCALE: NTS DRAWN BY: RKB JOB NUMBER: 16-237 SHEET: SD1 FOUNDATION PER PLAN-` -MAX. NOTE: STUD SPACING = 16" O.C., U.N.O. CORNER WHERE OCCURS TYPICAL SHEAR WALL ELEVATION 4 NO SCALE SDI HOLDOWN SCHEDULE (*SEE ALL NOTES BELOW*) SIMPSON MINIMUM DISTANCE FROM CONCRETE ANCHOR TYPE HOLDOWN MINIMUM HOLDOWN HOLDOWN CENTER OF STEM MODEL POST CONCRETE ANCHOR SINGLE POUR TWO POUR FASTENERS WALL NUMBER SIZE TO FACE OF POST CONDITION CONDITION AT POST WIDTH HDU2 DBL 2X 1 5/16" SSTB16 SST820 6 SCREWS 6" HDU4 DBL 2X 1 5/16" SSTB20 SSTB24 10 SCREWS 6" HDU8 6X6 1 3/8" SSTB28 SSTB34 20 SCREWS 8" GENERAL NOTES: 1.) HOLDOWNS SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. 2.) AT 3X MUDSILL USE SSTBL VERSION OF ANCHOR LISTED ABOVE. 3.) DOUBLE STUDS SHALL BE NAILED TOGETHER WITH 12d (DIA.=0.135") AT 6" O.C. STAGGERED. 4.) SEE DETAIL 7/SD2 FOR THICKENED FOOTING AT SSTB ANCHOR, WHERE REQUIRED. TYPICAL HOLDOWN SCHEDULE 2 NO SCALE �Dl SHEAR WALL LEGENDN STRUCTURAL SHEAR WALL TYPE "N" FOR A MINIMUM L=X'—Y" LENGTH OF X'—Y" PER SCHEDULE BELOW. SHEAR WALL SCHEDULE - 3/8„ THICK SHEATHING AND 16 O.C. STUD SPACING (*SEE ALL NOTES BELOW*) SHEAR MUDSILL THICKNESS SOLE PLATE PANEL EDGE PANEL FIELD "SIMPSON” ALLOW. WALL AND 1/2" DIAMETER NAIL SIZE NAIL SIZE NAIL SIZE A35 AND RBC LOAD TYPE ANCHOR BOLT SPACING AND SPACING AND SPACING AND SPACING CLIP SPACING (PLF) 2X MUDSILL 12d 0 7" O.C. 8d 0 6" O.C. 8d 0 12" O.C. A35 AT 2'-8" O.C. 260 6 AB 0 3'-9" O.C. RBC AT 1 —8 O.C. 4* 2X MUDSILL 12d 0 5" O.C. 8d ® 4" O.C. 8d 0 12" O.C. A35 AT 1 8" O.C. 350 AB ®2 9 O.C. RBC AT 1 —2 O.C. 2X MUDSILL 12d 0 5" O.C. 8d ® 4" O.C. 8d 0 12" O.C. A35 AT V-8" O.C. 380 4 AB ® 1 —3 O.C. RBC AT 1'-0" O.C. 12d ®4 O.C. 2X MUDSILL » A35 AT V-5" O.C. 3 AB 0 1'—O" O.C. 8d ®3 O.C. 8d ®12» O.C. RBC AT 10" O.C. 490 3X MUDSILL12d 0 3" O.C. 8d 0 2" O.C. 8d 0 12" O.C. A35 AT 1 =0" O.C. 640 2 AB ®1 —9 O.C. RBC AT 8 O.C. GENERAL NOTES: 1.) WALL FRAMING: USE 2X OR WIDER DF—L STUDS (PER PLAN), SOLE PLATE, TOP PLATES, AND BLOCKING. USE PT DF—L MUDSILL PER SCHEDULE ABOVE. BLOCK ALL PANEL EDGES. 2.) SHEATHING: USE APA RATED (32/16 SPAN RATING) SHEATHING UNLESS NOTED OTHERWISE. EDGE NAIL PANELS AT ALL EDGES, TOP PLATES, SOLE PLATE, MUDSILL, POSTS, AND HOLDOWN COMPRESSION POSTS/STUDS. 3.) NAIL SIZES: 8d: 2 1/2" X 0.131" DIAMETER COMMON, OR 2 1/2" X 0.113" DIAMETER HDG BOX, 12d: 3 1/8" X 0.135" DIAMETER SINKER, 20d: 4" X 0.192" DIAMETER COMMON. DO NOT OVERDRIVE NAILS. STAGGER SOLE FASTENING AND PRE—DRILL PILOT HOLES (MAX 759 NAIL DIA) TO AVOID SPLITTING WALL ELEMENTS. 4.) AT SHEAR WALL TYPES "4", "3", AND "2" USE 3X NOMINAL FRAMING AT ABUTTING PANEL EDGES AND STAGGER NAILING. 5.) ALLOWABLE LOADS MAY BE MULTIPLIED BY 1.4 WHERE WIND LOADS GOVERN. TYPICAL SHEAR WALL SCHEDULE 1 NO SCALE SDI ' RWESS/0/q K. �- �No. 75688' * 6/ 0/16 J' C1V1L �gTFOFCAUF�� 8/05/16 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE ONLY WITH THE ATTACHED STRUCTURAL CALCULATIONS 383 Rio Lindo Ave. Suite 200 Chico, CA 95926 P. 530.592.4407 SummitChico.com W U U 1 O J U (Q0 U 00 1 NZ z0 Q N ULU Z DV) Qz �O �--- U 0 Q J � oc Q w U REVISIONS: DATE: 8/05/16 SCALE: NTS DRAWN BY: RKB JOB NUMBER: 16-237 SHEET: SD1 GENERAL NOTES: 1.) HOLDOWNS SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. 2.) AT 3X MUDSILL USE SSTBL VERSION OF ANCHOR LISTED ABOVE. 3.) DOUBLE STUDS SHALL BE NAILED TOGETHER WITH 12d (DIA.=0.135") AT 6" O.C. STAGGERED. 4.) SEE DETAIL 7/SD2 FOR THICKENED FOOTING AT SSTB ANCHOR, WHERE REQUIRED. TYPICAL HOLDOWN SCHEDULE 2 NO SCALE �Dl SHEAR WALL LEGENDN STRUCTURAL SHEAR WALL TYPE "N" FOR A MINIMUM L=X'—Y" LENGTH OF X'—Y" PER SCHEDULE BELOW. SHEAR WALL SCHEDULE - 3/8„ THICK SHEATHING AND 16 O.C. STUD SPACING (*SEE ALL NOTES BELOW*) SHEAR MUDSILL THICKNESS SOLE PLATE PANEL EDGE PANEL FIELD "SIMPSON” ALLOW. WALL AND 1/2" DIAMETER NAIL SIZE NAIL SIZE NAIL SIZE A35 AND RBC LOAD TYPE ANCHOR BOLT SPACING AND SPACING AND SPACING AND SPACING CLIP SPACING (PLF) 2X MUDSILL 12d 0 7" O.C. 8d 0 6" O.C. 8d 0 12" O.C. A35 AT 2'-8" O.C. 260 6 AB 0 3'-9" O.C. RBC AT 1 —8 O.C. 4* 2X MUDSILL 12d 0 5" O.C. 8d ® 4" O.C. 8d 0 12" O.C. A35 AT 1 8" O.C. 350 AB ®2 9 O.C. RBC AT 1 —2 O.C. 2X MUDSILL 12d 0 5" O.C. 8d ® 4" O.C. 8d 0 12" O.C. A35 AT V-8" O.C. 380 4 AB ® 1 —3 O.C. RBC AT 1'-0" O.C. 12d ®4 O.C. 2X MUDSILL » A35 AT V-5" O.C. 3 AB 0 1'—O" O.C. 8d ®3 O.C. 8d ®12» O.C. RBC AT 10" O.C. 490 3X MUDSILL12d 0 3" O.C. 8d 0 2" O.C. 8d 0 12" O.C. A35 AT 1 =0" O.C. 640 2 AB ®1 —9 O.C. RBC AT 8 O.C. GENERAL NOTES: 1.) WALL FRAMING: USE 2X OR WIDER DF—L STUDS (PER PLAN), SOLE PLATE, TOP PLATES, AND BLOCKING. USE PT DF—L MUDSILL PER SCHEDULE ABOVE. BLOCK ALL PANEL EDGES. 2.) SHEATHING: USE APA RATED (32/16 SPAN RATING) SHEATHING UNLESS NOTED OTHERWISE. EDGE NAIL PANELS AT ALL EDGES, TOP PLATES, SOLE PLATE, MUDSILL, POSTS, AND HOLDOWN COMPRESSION POSTS/STUDS. 3.) NAIL SIZES: 8d: 2 1/2" X 0.131" DIAMETER COMMON, OR 2 1/2" X 0.113" DIAMETER HDG BOX, 12d: 3 1/8" X 0.135" DIAMETER SINKER, 20d: 4" X 0.192" DIAMETER COMMON. DO NOT OVERDRIVE NAILS. STAGGER SOLE FASTENING AND PRE—DRILL PILOT HOLES (MAX 759 NAIL DIA) TO AVOID SPLITTING WALL ELEMENTS. 4.) AT SHEAR WALL TYPES "4", "3", AND "2" USE 3X NOMINAL FRAMING AT ABUTTING PANEL EDGES AND STAGGER NAILING. 5.) ALLOWABLE LOADS MAY BE MULTIPLIED BY 1.4 WHERE WIND LOADS GOVERN. TYPICAL SHEAR WALL SCHEDULE 1 NO SCALE SDI ' RWESS/0/q K. �- �No. 75688' * 6/ 0/16 J' C1V1L �gTFOFCAUF�� 8/05/16 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE ONLY WITH THE ATTACHED STRUCTURAL CALCULATIONS 383 Rio Lindo Ave. Suite 200 Chico, CA 95926 P. 530.592.4407 SummitChico.com W U U 1 O J U (Q0 U 00 1 NZ z0 Q N ULU Z DV) Qz �O �--- U 0 Q J � oc Q w U REVISIONS: DATE: 8/05/16 SCALE: NTS DRAWN BY: RKB JOB NUMBER: 16-237 SHEET: SD1 GENERAL NOTES: 1.) WALL FRAMING: USE 2X OR WIDER DF—L STUDS (PER PLAN), SOLE PLATE, TOP PLATES, AND BLOCKING. USE PT DF—L MUDSILL PER SCHEDULE ABOVE. BLOCK ALL PANEL EDGES. 2.) SHEATHING: USE APA RATED (32/16 SPAN RATING) SHEATHING UNLESS NOTED OTHERWISE. EDGE NAIL PANELS AT ALL EDGES, TOP PLATES, SOLE PLATE, MUDSILL, POSTS, AND HOLDOWN COMPRESSION POSTS/STUDS. 3.) NAIL SIZES: 8d: 2 1/2" X 0.131" DIAMETER COMMON, OR 2 1/2" X 0.113" DIAMETER HDG BOX, 12d: 3 1/8" X 0.135" DIAMETER SINKER, 20d: 4" X 0.192" DIAMETER COMMON. DO NOT OVERDRIVE NAILS. STAGGER SOLE FASTENING AND PRE—DRILL PILOT HOLES (MAX 759 NAIL DIA) TO AVOID SPLITTING WALL ELEMENTS. 4.) AT SHEAR WALL TYPES "4", "3", AND "2" USE 3X NOMINAL FRAMING AT ABUTTING PANEL EDGES AND STAGGER NAILING. 5.) ALLOWABLE LOADS MAY BE MULTIPLIED BY 1.4 WHERE WIND LOADS GOVERN. TYPICAL SHEAR WALL SCHEDULE 1 NO SCALE SDI ' RWESS/0/q K. �- �No. 75688' * 6/ 0/16 J' C1V1L �gTFOFCAUF�� 8/05/16 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE ONLY WITH THE ATTACHED STRUCTURAL CALCULATIONS 383 Rio Lindo Ave. Suite 200 Chico, CA 95926 P. 530.592.4407 SummitChico.com W U U 1 O J U (Q0 U 00 1 NZ z0 Q N ULU Z DV) Qz �O �--- U 0 Q J � oc Q w U REVISIONS: DATE: 8/05/16 SCALE: NTS DRAWN BY: RKB JOB NUMBER: 16-237 SHEET: SD1 FASTENING SCHEDULE (TABLE 2304.9.1) CONNECTION FASTENING'' LOCATION 1. JOIST To SILL OR GIRDER 3 - 8d COMMON (2 1/2" X 0.131") TOE NAIL 1'-6" 1'-6" 3-3"X0.131"NAILS F2 2'-0" 2'-0" 3 - 3" 14 GA. STAPLES F2.5 2. BRIDGING TO JOIST 2 - 8d COMMON (2 1/2" X 0.131") TOE NAIL EACH END 3'-0" 3'-0" 2 -3" X 0.131" NAILS 2 - 3" 14 GA. STAPLES 3. 1" X 6" SUBFLOOR OR LESS TO EACH JOIST 2 - 8d COMMON (2 1/2" X 0.131") FACE NAIL 4. WIDER THAN 1" X 6" SUBFLOOR TO EACH JOIST 3 - 8d COMMON (2 1/2" X 0.131") FACE NAIL 5. 2" SUBFLOOR TO JOIST OR GIRDER 2 - 16d COMMON (3 1/2" X 0.162") BLIND AND FACE NAIL 6. SOLE PLATE TO JOIST OR BLOCKING 16d (3 1/2- X 0.135") AT 16" O.C. 3" X 0.131" NAILS AT 8' O.C. TYPICAL FACE NAIL 3" 14 GA. STAPLES AT 12" O.C. SOLE PLATE TO JOIST OR BLOCKING AT 3 - 16d (3 1/2" X 0.135") AT 116" O.C. 4 - 3" X 0.131" NAILS AT 16" O.C. BRACED WALL PANELS BRACED WALL PANEL 4 - 3" 14 GA. STAPLES PER 16" 7. TOP PLATE TO STUD 2 - 16d COMMON (3 1/2" X 0.1162") 3 - 3" X 0.131" NAILS END NAIL 3 - 3" 14 GA. STAPLES B. STUD TO SOLE PLATE 4 - 8d COMMON (2 1/2" X 0.1351") TOE NAIL 4 - 3" X 0.131" NAILS AT 8" O..C. 3 - 3" 14 GA. STAPLES AT 12" O.C. 2 - 16d COMMON (3 1/2" X 0.162") END NAIL 3 - 3" X 0.131" NAILS 3 - 3" 14 GA. STAPLES 9. DOUBLE STUDS 16d (3 1/2" X 0.135") AT 24" O.C. FACE NAIL 3" X 0.131" NAIL AT 8" O.C. 3" 14 GA. STAPLE AT 8" O.C. 10. DOUBLE TOP PLATES 16d (3 1/2" X 0.135") AT 16" O.C. 3" X 0.131" NAIL AT 12" O.C. TYPICAL FACE NAIL 3" 14 GA. STAPLE AT 12" O.C. DOUBLE TOP PLATES 8 - 16d COMMON (3 1/2" X 0.162") LAP SPLICE 12 - 3" X 0.131" NAILS 12 - 3" 14 GA. STAPLES 11. BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE 3 - 8d COMMON (2 1/2" X 0.131") TOE NAIL 3 - 3" X 0.131" NAILS 3 - 3" 14 GA. STAPLES 12. RIM JOIST TO TOP PLATE 8d (2 1/2" X 0.131") AT 6" O.C. TOE NAIL 3" X 0.131" NAIL AT 6" O.C. 3" 14 GA. STAPLE AT 6" O.C. 13. TOP PLATES, LAPS AND INTERSECTIONS 2 - 16d COMMON (3 1/2" X 0.162") FACE NAIL 3 - 3" X 0.131" NAILS 3 - 3" 14 GA. STAPLES 14. CONTINUOUS HEADER, TWO PIECES 16d COMMON (3 1/2" X 0.162") 16" O.C. ALONG EDGE 15. CEILING JOISTS TO PLATE 3 - Bd COMMON (2 1/2" X 0.131") TOE NAIL 5-3"X0.131"NAILS 5 - 3" 14 GA. STAPLES 16. CONTINUOUS HEADER TO STUD 4 - 8d COMMON (2 1/2" X 0.131") TOE NAIL 17. CEILING JOISTS, LAPS OVER PARTITIONS 3 - 16d COMMON (3 1/2" X 0.162") MIN, TABLE 2308.10.4.1 4-3"X0.131"NAILS FACE NAIL 4 - 3" 14 GA. STAPLES 18. CEILING JOISTS TO PARALLEL RAFTERS 3 - 16d COMMON (3 1/2" X 0.162") MIN, TABLE 2308.10.4.1 4-3"X0.131"NAILS FACE NAIL 4 - 3" 14 GA. STAPLES 19, RAFTER TO PLATE 3 - 8d COMMON (2 1/2" X 0.131") TOE NAIL 5 - 3" X 0.131" NAILS 5 - 3" 14 GA. STAPLES 20. 1" DIAGONAL BRACE TO EACH STUD AND PLATE 2 -8d COMMON (2 1/2" X 0.131") FACE NAIL 2-3"X0.131"NAILS 3 - 3" 14 GA. STAPLES 21. 1" X 8" SHEATHING TO EACH BEARING 3 - 8d COMMON (2 1/2" X 0.131") FACE NAIL 22. WIDER THAN 1" X 8" SHEATHING TO EACH BEARING 3 - 8d COMMON (2 1/2" X 0.131") FACE NAIL 23. BUILT-UP CORNER STUDS 16d COMMON (3 1/2" X 0.162") 24" O.C. 16" O.C. 3"X 0.131" NAILS 3" 14 GA. STAPLES 16" O.C. 24. BUILT-UP GIRDER AND BEAMS 20d COMMON (4" X 0.192") AT 32" O.C. FACE NAIL AT AGGEROP OND BOTTOPPOSITE 3" X 0.131" NAILS AT 24" O.C. ENDS 3" 14 GA. STAPLES AT 24" O.C. 2 - 20d COMMON (4" X 0.192") FACE NAIL AT ENDS AND 3 - 3" X 0.131" NAILS AT EACH SPLICE 3 - 3" 14 GA. STAPLES 16d COMMON (3 1/2" X 0.162") AT EACH BEARING 25. 2" PLANKS 26. COLLAR TiE TO RAFTER 3 - 10d COMMON (3" X 0.148") FACE NAIL 4 - 3" X 0.131" NAILS 4 - 3" 14 GA. STAPLES 27. JACK RAFTER TO HIP 3 - 10d COMMON (3" X 0.148") TOE NAIL 4-3"X0.131" NAILS 4 - 3" 14 GA. STAPLES 2 - 16d COMMON (3 1/2" X 0.162") FACE NAIL 3 - 3" X 0.131" NAILS 3 - 3" 14 GA. STAPLES 28. ROOF RAFTER TO 2X RIDGE BEAM 2 - 16d COMMON (3 1/2" X 0.162") TOE NAIL 3-3"X0.131"NAILS 3 - 3" 14 GA. STAPLES 2 - 16d COMMON (3 1/2" X 0.162") FACE NAIL 3 - 3" X 0.131" NAILS 3 - 3" 14 GA. STAPLES oa AnMT Tn aenin .inicr 3 .Ed Comma"(3 ,/2" y w.1�2") 4 - 3"X0.131. NAILS FACE NAIL 4 - 3" 14 GA. STAPLES 3 - 16d COMMON (3 1/2" X (0.162") 30. LEDGER STRIP 4-3"X0.131"NAILS FACE NAIL 4 - 3" 14 GA. STAPLES d 1/2" AND LESS 23/8" X 0.113" NAIL" 31 STRCTURAL AND FRAMING) SOUBDFLO RU ROOF SHEATHING RR 19/32" TO 3/4" 8d OR 6d" 2 3/8" X 0.113" NAIL' 7/8" TO 1" 8d' SINGLE FLOOR (COMBINATION SUBFLOOR-UNDERLAYM ENT 1 1/8" TO 1 1/4" 1Dar OR 8d• TO FRAMING) 3/4" AND LESS 6d' 7/8" TO 1" 8d• 1 1/8" TO 1 1/4" 1 Od' OR 8d' 32. PANEL SIDING (TO FRAMING) 1/2" AND LESS 6d' 5/8" 8d' 33. FIBERBOARD SHEATHING' 1/2" No. 11 GAGE ROOFING NAIL 6d COMMON NAIL (2" X 0.113") No. 16 GAGE STAPLE 25/32" No. 11 GAGE ROOFING NAIL" 8d COMMON NAIL (2,1/2" X 0.131") No. 16 GAGE STAPLE 34. INTERIOR PANELING 1/4" 4d' 3/8" 6d' CURB PER ARCH. 6" MAX SLAB STEP F SEE PLAN CONTROL TOOL JOINT 1/8n MIN (2) #4 WIDTH 1/4" MAX /CONTINUOUS 1" DEEP MIN ---SLAB EDGE • • - III IIIII I I (1) #4 CONT. \#3 AT 12" O.C. II 1' -On SEE NOTE 3 PROVIDE 3/4" CHAMFER WHERE WALL ABOVE DIMENSIONS PER _ DOES NOT OCCUR, TYP ARCH CONT DIMENSIONS MECH. PAD PER ARCH OR CURB TYP #44'-0" AT 1'-6" O.C. NOTE 3 'NATURAL o GRADE /MULTIPLE STUD GROUP PER PLAN P.T. DF SILL AND A.B. PER 3/SDI (6) 12d TOENAILS OR SLAB PER PLAN [L_T'(6) 16d END NAILS #3 AT �IIIIII ���=���111���= _ IIIIIIIIII I� 12 O.C. 1'-0" 2x4x2'-0 KEY o a--- TYP. C TYP. SLAB #3 AT 1'-6" O.C. AT 3'-0" O.C. �CONISTRUCTION �I I I I, REINFORCING JOINJT - - 1' 0" PER PLAN - "..�. NOTES:3" CLR, TYP SPREAD FOOTING PER 1. PREPARE SUBGRADE PER SOILS REPORT IF APPLICABLE. 1�-On PLAN WHERE OCCURS 2. SEE PLAN FOR RECOMMENDED SLAB REINFORCING. CONTINUOUS FOOTING PER 11/SD1 WHERE OCCURS 3. MAY REDUCE DIMENSION TO 6" IF WALL ABOVE DOES NOT OCCUR. 4. GENERAL CONTRACTOR SHALL PROVIDE CONTROL AND CONSTRUCTION JOINT' LAYOUT PLAN FOR ENGINEER'S REVIEW PRIOR TO CONCRETE PLACEMENT. TYPICAL SLAB -ON -GRADE DETAILS 9 TYPICAL POST AT WALL DETAIL NO SCALE SD2 NO SCALE 3" CL 3" 3" C FTG TYPE PER PI THICKNESS A N FORCE- WITH #4 i" O.C.'. E.W. TYPICAL SPREAD FOOTING SCHEDULE ( 8 NO SCALE REINFORCIN d Z W Q J C9 IL SSTB PER PLAN, /SEE 2/SD1 FOR MORE INJFO PROVIDE 6" MIN WIDTH STEM BEYOND j PER 4/SD2 WITH #4 TOP HOOKED AT EACH END AND #4 VERT 12" O.C., 1/2" LIP AT GARAGE (3) MIN PER WALL SEGMENT WHERE SQUIRED I ISOLATION " 1 2ISOLATION JOINT �` ' / ;:: 1/2" �~ I "I � PAVEMENT AND SCOPE JOINT BEYOND SUBGRADE BY OTHERSONCRETE SLAB -ON -GRADE o � PER PLAN NATURAL o 0 0 0 fir" o 0 GRADE LINE--- s o 0 12" MIN 11/2"/ \(2) LAYERS OF CLR- BUILDING PAPER 3" CLR (2) #4 TOP AND BOTT, CONT THIS LINE 12"---1 TYP GARAGE DOOR OPENING FNDN DTL LS D2J NO SCALE SHEAR PER PLAN WHERE OCCURS- -WALL FRAMING PER PLAN PT DF SILL AND AB PER 3/SD1 1/2- ISOLATION JOINT CONCRETE 61 SD12 5 SD;2 ALL FRAMING PER PLAN P.T. DF SILL AND A.B. PER 3/SD1 SLAB PER PLAN II �. •o 1'-0" (2) #4 T&B TYPICAL INTERIOR FOUNDATION DETAIL 3 NO SCALE SD2 CONC SLAB PER 30LATiON JOINT ONCRETE LAB -ON -GRADE ER PLAN \SPREAD FOOTING PER PLAN WHERE OCCURS NOTE: SEE DETAIL 1 /SD2 FOR ADDITIONAL INFORMATION. IF -- I YVIUAL 1-UUINIUA I IUIN UL 1 AIL 2 NO SCALE WALL FRAMING PER PLAN PT DF SILL AND AB PER 3/SD1 SHEAR PER PLAN WHERE OCCURS CONCRETE SLAB -ON -GRADE EN EN SLAB -ON -GRADE PER PLAN ROUGHEN SURFACE PER PLAN 1/4" AMPLITUDE 6" MIN- SLOPE GRADE 8" MIN lie ' I Ir,,,l,2 AWAY FROM FNDN II 0 #4 SLAB AT 4'-0" OC / II CLR MIN, 8" MIN _...-._ °Oo ° FINISHED a. Common or box nails are permitted to be used except where otherwise statea. Z TYP -SLOPE Y b. Nails spaced at 6 inches on center at edges, 12 inches at intermediate supports except 6 inches at supports where spans are F W _ _ 0 0 0 0 #4 AT 24" OC VERT 4 -- I' FROM FOUNDATION # o 48 inches or more. For nailing of wood structural panel and particleboard diaphragms and shear walls, refer to Section 2305. Nails O a -i - o 0 o Q ' • AWAY #4 AT 24" OC VERT, #4 AT 18" OC HORIZ, WHERE I 0 for wall sheathing are permitted to be common, box or casing. O I , c. Common or deformed shank (6d - 2" x 0.113"; 8d - 2 1/2" x 0.131"; 10d - 3" x o.14a") AT 18" OC HORIZ, WHERE STEM WALL HEIGHT > 1'-6" "MIN d. Common (6d - 2" x 0.113"; 8d - 2 1/2" x 0.131"; 10d - 3" x '.146") STEM WALL HEIGHT > 1'-6" 12" MIN e. Deformed shank (6d - 2" x 0.113"; 8d - 2 1/2" x 0.131"; 10d - 0128"0 ocasin sd - 2" x .ass"; sd - 2 1/2" x '.113") #4 CONT TOP AND BOTT -_t 12n MIN f. Corrosion -resistant siding (6d - 1 7/8" x 0.106 8d - 2 3/8" x ) 9 ( 8" - - a • ' - o s 1 Qn nail 1 #4 CONT TOP AND BOTT 'x " - " O g. Fasteners spaced 3 inches on center at exterior ridges and 6 inches on center at intermediate supports, when usesfor structural sheathing. Spacing shall be 6 inches on center on the edges and 12 inches on center at intermediate supports- 1 ....... ... . nonstructural applications.I h. Corrosion -resistant roofing nails with 7/16 inch diameter head and 1 1/8 inch length for 1/2 inch sheathing and 1 3/4 inch 3" MIN COVER 3" CLR, TYP SPREAD FOOTING PER " 3" CLR, TYP �-I`- 12 SPREAD FOOTING PER length for 25/32 sheathing. i. Corrosion -resistant staples with nominal 7/16 inch crown and 1 1/8 inch length for 1/2 inch sheathing and 1 1/2 inch length LAN WHERE OCCURS PLAN WHERE OCCURS for 25/32 sheathing. Panel supports at 16 inches (20 inches if strength axis in the long direction of the panel, unless otherwise marked). 1 Casing (1 1/2" x 0.080") or finish (1 1/2" x 0.072") nails spaced 6 inches on panel edges, 12 inches at intermediate supports. k. Panel supports at 24 inches. Casing or finish nails spaced 6 inches on panel edges, 12 inches at intermediate supports. NOTE: INCREASE FOOTING AND STEM WIDTH AS REQ'D AT THICKENED I. For roof sheathing applications, 8d nails (2 1/2" x 0.113") are the minimum required for wood structural panels. 16" MIN m. Staples shall have a minimum crown width of 7/16 Inch. EXTERIOR WALLS PER PLAN, WHERE OCCURS. NOTE: SEE DETAIL 7/SD2 FOR ADDITIONAL INFORMATION. n. For roof sheathing applications, fasteners spaced 4 inches on center at edges, 8 inches at intermediate supports. o. Fasteners spaced 4 inches on center at edges, 8 Inches at intermediate supports for subfloor and wall sheathing and 3 inches on center at edges, 6 inches at intermediate supports of roof sheathing. p. Fasteners spaced 4 inches on center at edges, 8 inches at intermediate supports. TYPICAL FASTENING SCHEDULE C_TO_�TYPICAL THICKENED FOOTING AT SSTB TYP EXTERIOR GARAGE WALL FNDN DETAIL 4 TYPICAL SLAB FOUNDATION DETAILFT� NO SCALE SD2 NO SCALE SD2 NO SCALE ('S DZZ NO SCALE "D2 LSD2 , RWESS/04q K • e ��< Q:_No. 756881 * 6/ 0/16 Jp C/w1 �P gTFOF CALIF 8/05/16 THESE PLANS HAVE BEEN REVIEWE FOR COMPLIANCE ONLY WITH THE ATTACHED STRUCTURAL CALCULATIONS �DO- �,,,��► Rill "T I 1 383 Rio Lindo Ave. Suite 200 Chico, CA 95926 P. 530.592.4407 SummitChico.com ___I W Q U 0 V Z Q (.0U 00 1 � N z0 \� t 0 U wm Z :D Q� �Z ` 0 �- _U S0 IeY G Q I..L� < W U r 1 REVISIONS: DATE: 8/05/16 SCALE: NTS DRAWN BY: RKB JOB NJUMBER: 16-237 SHEET: SD2 FOOTING SCHEDULE FOOTING TYPE DIMENSION A DIMENSION B, U.N.O. THICKNESS, UJ.N.O. F1.5 1'-6" 1'-6" 12" F2 2'-0" 2'-0" 12" F2.5 2'-6" 2'-6" 12" F3 3'-0" 3'-0" 12" TYPICAL SPREAD FOOTING SCHEDULE ( 8 NO SCALE REINFORCIN d Z W Q J C9 IL SSTB PER PLAN, /SEE 2/SD1 FOR MORE INJFO PROVIDE 6" MIN WIDTH STEM BEYOND j PER 4/SD2 WITH #4 TOP HOOKED AT EACH END AND #4 VERT 12" O.C., 1/2" LIP AT GARAGE (3) MIN PER WALL SEGMENT WHERE SQUIRED I ISOLATION " 1 2ISOLATION JOINT �` ' / ;:: 1/2" �~ I "I � PAVEMENT AND SCOPE JOINT BEYOND SUBGRADE BY OTHERSONCRETE SLAB -ON -GRADE o � PER PLAN NATURAL o 0 0 0 fir" o 0 GRADE LINE--- s o 0 12" MIN 11/2"/ \(2) LAYERS OF CLR- BUILDING PAPER 3" CLR (2) #4 TOP AND BOTT, CONT THIS LINE 12"---1 TYP GARAGE DOOR OPENING FNDN DTL LS D2J NO SCALE SHEAR PER PLAN WHERE OCCURS- -WALL FRAMING PER PLAN PT DF SILL AND AB PER 3/SD1 1/2- ISOLATION JOINT CONCRETE 61 SD12 5 SD;2 ALL FRAMING PER PLAN P.T. DF SILL AND A.B. PER 3/SD1 SLAB PER PLAN II �. •o 1'-0" (2) #4 T&B TYPICAL INTERIOR FOUNDATION DETAIL 3 NO SCALE SD2 CONC SLAB PER 30LATiON JOINT ONCRETE LAB -ON -GRADE ER PLAN \SPREAD FOOTING PER PLAN WHERE OCCURS NOTE: SEE DETAIL 1 /SD2 FOR ADDITIONAL INFORMATION. IF -- I YVIUAL 1-UUINIUA I IUIN UL 1 AIL 2 NO SCALE WALL FRAMING PER PLAN PT DF SILL AND AB PER 3/SD1 SHEAR PER PLAN WHERE OCCURS CONCRETE SLAB -ON -GRADE EN EN SLAB -ON -GRADE PER PLAN ROUGHEN SURFACE PER PLAN 1/4" AMPLITUDE 6" MIN- SLOPE GRADE 8" MIN lie ' I Ir,,,l,2 AWAY FROM FNDN II 0 #4 SLAB AT 4'-0" OC / II CLR MIN, 8" MIN _...-._ °Oo ° FINISHED a. Common or box nails are permitted to be used except where otherwise statea. Z TYP -SLOPE Y b. Nails spaced at 6 inches on center at edges, 12 inches at intermediate supports except 6 inches at supports where spans are F W _ _ 0 0 0 0 #4 AT 24" OC VERT 4 -- I' FROM FOUNDATION # o 48 inches or more. For nailing of wood structural panel and particleboard diaphragms and shear walls, refer to Section 2305. Nails O a -i - o 0 o Q ' • AWAY #4 AT 24" OC VERT, #4 AT 18" OC HORIZ, WHERE I 0 for wall sheathing are permitted to be common, box or casing. O I , c. Common or deformed shank (6d - 2" x 0.113"; 8d - 2 1/2" x 0.131"; 10d - 3" x o.14a") AT 18" OC HORIZ, WHERE STEM WALL HEIGHT > 1'-6" "MIN d. Common (6d - 2" x 0.113"; 8d - 2 1/2" x 0.131"; 10d - 3" x '.146") STEM WALL HEIGHT > 1'-6" 12" MIN e. Deformed shank (6d - 2" x 0.113"; 8d - 2 1/2" x 0.131"; 10d - 0128"0 ocasin sd - 2" x .ass"; sd - 2 1/2" x '.113") #4 CONT TOP AND BOTT -_t 12n MIN f. Corrosion -resistant siding (6d - 1 7/8" x 0.106 8d - 2 3/8" x ) 9 ( 8" - - a • ' - o s 1 Qn nail 1 #4 CONT TOP AND BOTT 'x " - " O g. Fasteners spaced 3 inches on center at exterior ridges and 6 inches on center at intermediate supports, when usesfor structural sheathing. Spacing shall be 6 inches on center on the edges and 12 inches on center at intermediate supports- 1 ....... ... . nonstructural applications.I h. Corrosion -resistant roofing nails with 7/16 inch diameter head and 1 1/8 inch length for 1/2 inch sheathing and 1 3/4 inch 3" MIN COVER 3" CLR, TYP SPREAD FOOTING PER " 3" CLR, TYP �-I`- 12 SPREAD FOOTING PER length for 25/32 sheathing. i. Corrosion -resistant staples with nominal 7/16 inch crown and 1 1/8 inch length for 1/2 inch sheathing and 1 1/2 inch length LAN WHERE OCCURS PLAN WHERE OCCURS for 25/32 sheathing. Panel supports at 16 inches (20 inches if strength axis in the long direction of the panel, unless otherwise marked). 1 Casing (1 1/2" x 0.080") or finish (1 1/2" x 0.072") nails spaced 6 inches on panel edges, 12 inches at intermediate supports. k. Panel supports at 24 inches. Casing or finish nails spaced 6 inches on panel edges, 12 inches at intermediate supports. NOTE: INCREASE FOOTING AND STEM WIDTH AS REQ'D AT THICKENED I. For roof sheathing applications, 8d nails (2 1/2" x 0.113") are the minimum required for wood structural panels. 16" MIN m. Staples shall have a minimum crown width of 7/16 Inch. EXTERIOR WALLS PER PLAN, WHERE OCCURS. NOTE: SEE DETAIL 7/SD2 FOR ADDITIONAL INFORMATION. n. For roof sheathing applications, fasteners spaced 4 inches on center at edges, 8 inches at intermediate supports. o. Fasteners spaced 4 inches on center at edges, 8 Inches at intermediate supports for subfloor and wall sheathing and 3 inches on center at edges, 6 inches at intermediate supports of roof sheathing. p. Fasteners spaced 4 inches on center at edges, 8 inches at intermediate supports. TYPICAL FASTENING SCHEDULE C_TO_�TYPICAL THICKENED FOOTING AT SSTB TYP EXTERIOR GARAGE WALL FNDN DETAIL 4 TYPICAL SLAB FOUNDATION DETAILFT� NO SCALE SD2 NO SCALE SD2 NO SCALE ('S DZZ NO SCALE "D2 LSD2 , RWESS/04q K • e ��< Q:_No. 756881 * 6/ 0/16 Jp C/w1 �P gTFOF CALIF 8/05/16 THESE PLANS HAVE BEEN REVIEWE FOR COMPLIANCE ONLY WITH THE ATTACHED STRUCTURAL CALCULATIONS �DO- �,,,��► Rill "T I 1 383 Rio Lindo Ave. Suite 200 Chico, CA 95926 P. 530.592.4407 SummitChico.com ___I W Q U 0 V Z Q (.0U 00 1 � N z0 \� t 0 U wm Z :D Q� �Z ` 0 �- _U S0 IeY G Q I..L� < W U r 1 REVISIONS: DATE: 8/05/16 SCALE: NTS DRAWN BY: RKB JOB NJUMBER: 16-237 SHEET: SD2 STRAP AND STRAP AND MID LENGTH BLK'G NAILING PER NAILING PER PER SCHEDULE SCHEDULE SCHEDULE MID LENGTH BLK'G PER SCHEDULE, TYP LAP LENGTH BLK'G PER SCHEDULE LAP LENGTH 1 5/8" MIN. JOIST IUSSPER O ~1 5/8" MIN. END DISTANCE END DISTANCE BLK'G PER PLAN, TYP SCHEDULE END/LAP LAP LENGTH LENGTH PER PER SCHEDULE JOIST OR SCHEDULE TRUSS PER PLAN, TYP ,.-1 5/8" MIN. 16d AT END DISTANCE 12" O.C. _ ~1 5/8" MIN. END DISTANCE STRAP AND NAILING PER MID LENGTH BLK'G MID LENGTH BLK'G SCHEDULE PER SCHEDULE, TYP PER SCHEDULE. INCREASE BLOCK WIDTH AS REQ'D t-- STRAP PERPENDICULAR STRAP PARALLEL TO 12 TO JOIST OR TRUSS JOIST OR TRUSS SD3 TYPICAL DRAG STRAP SPLICE DETAILS NO SCALE STRAP AND NAILING PER SCHEDULE SECOND STRAP AT LAP PLY AND NAILING PER PLAN / EN WHERE OCCURS 16d AT 12" 0.C!7\BILK'G PER SCHEDULE JOIST OR TRUSS PER PLAN STRAP PARALLEL TO JOIST OR TRUSS STRAP AND NAILING PER SCHE""' PLY AND NAILING PER PLAI' "OND STRAP AT LAP ERE OCCURS IST OR TRUSS PER PLAN 'BLK'G PER SCHEDULE STRAP PERPENDICULAR TO JOIST OR TRUSS TYPICAL DRAG STRAP DETAILS NO SCALE 11 SD3 TYPICAL DRAG STRAP SCHEDULE DRAG STRAP END/LAP END LENGTH END LENGTH LAP LENGTH LAP LENGTH MID LENGTH MID LENGTH MARK REQ'D LENGTH NAIL BLOCK NAIL BLOCK NAILING BLOCK QUANTITY QUANTITY CONTINUOUS STRAP AS REQ'D PER PLAN+ D CMSTCI6 1'_8" (25) 16d 06 (50) 16d I 4X8 18d, 4 1/2" O.C. 2X4 END MID LAP SINKER FLAT SINKER FLAT AT EACH STRAP FLAT 2X SOLI BLOCKI� ING PER SWS TYPE ' ENTIRE WALL 'ROOFING AND kGE BY OTHERS —E.N. PLY AT BLOCKS `2X BLOCK AT BALLOON STUDS 48" O.C. TYP. AT 12" O.C. U.N.O. CONT. 2X6 SLOPED AT RAFTER PLANE WITH (3) 16d PER WALL STUD, 16" O.C. MAX NOTE: STRAP ACROSS LEDGER DISCONTINUITIES WITH ST6224 STRAP. TYPICAL ROOF FRAMING DETAIL 9 NO SCALE LSD3 ROOF PLY AND NAILING PER PLAN HIP/VALLEY PER PLAN— +1 ++I A 16d AT 8" O.C.- STRONG -BACK BRACE rr� 6, MIN. PLAN SECTION A 2 CJ PER PLAN\ /(5) 16d, TYP ++ `A35 WALL / BEAM PER PLAN V'FY STUD DIRECTLY AT BRACE, TYP. TYPICAL HIP/VALLEY BRACE DETAIL 8 NO SCALE LSM ROOF PLY AND NAILING PER PLAN ++ (5) 16d NAILS + �- STRONG -BACK BRACE HIP OR VALLEY PER PLAN A PLAN SECTION A 16d AT 8" O.C. NOTE: PROVIDE LAP NAILING OVER THE SPECIFIED LAP LENGTH AT EACH END OF (5) 16d NAILS SOLID BLOCK EACH SIDE OF BRACE 2X RAFTER EACH PIECE OF CONTINUOUS STRAP. ROOF PLYWOOD PER PLAN PER PLAN I++ CONTINUOUS STRAP AS REQ'D PER PLAN+ / END MID LAP MID END A35 CLIP, TYP LENGTH CJ PER PLAN LENG LENGTH LENGTH LENGTH T.P. TIES WITH (6) 16d EA. 12 AT EA. BRACE ALWAYS PROVIDE 11 END AT EA. RAFTER WHERE RAFTERS RUN \ • BLOCK AND E.N. AT "I" OPPOSING BRACES " PER PLAN, 4 -0 O.C. MAX. PERPENDICULAR TO CJS SD3 I I SD3 2 MIN., TYP (6) 16d AT EA 2X CJ/TIE . -----E.N., TYP 1 TO RAFTER CONNECTION \ • • 2X BLOCK • 2X CLG. JOIST PER PLAN CEILING JOIST PER FMT FASCIA BY BM OR WALL PER PLAN PLAN WHERE OCCURS. SHEAR WALL SCHEDULE, OTHERS (5) 16d NAILS PROVIDE SOLID WEB OTHERWISE 4'-0" O.C., TYP. E.N., H2.5T EA. RAFTER END \LAP `\ END NAILING G NAILING NAILING NAILING NAILIN TYPICAL DRAG STRAP SCHEDULE 10 TYPICAL ROOF BRACE DETAIL NO SCALE SD3 NO SCALE 7 SD3 STRONG -BACK BRACE 4 PLAN SECTION RIDGE PER PLAN E.N. RAFTER PER PLAN ROOF SHEATHING 2X4 DF#2 RAFTER TIE AT PER PLAN EVERY RAFTER TO RAFTER (3) 16d CONN., 2'-0" O.C. MAX. (5) 16d NAILS AT 1/4" CLR TYPEA. 2X TO RAFTER _ CONN. TYP. / A \ RIDGE BRAC PER PLAN TYPICAL RIDGE DETAIL NO SCALE 6d AT 8" O.C. ALWAYS PROVIDE OPPOSING BRACES` 3 �l /BRACE PER 4/SD3, TYP A34 E.S: HGR PER SCHED., BM. PER PLAN `CJ PER PLAN OR \HGR PER SCHED. AT CJ, TYP BLOCK AT 32" O.C., TYP TYPICAL BRACING DETAIL NO SCALE 2X SOLID BLOCK WITH NAILING TO MATCH SOLE ROOF PLY AND NAILING PER SHEAR WALL SCHED NAILING PER PI V-0" MAX 2'-0" E.N. FASCIA/SOFFIT / BY OTHERS E.N. E.N., TYP 3) 16d TOENAILS 2X4 DF#2 FLAT 2X BLOCK AT 48" O.C. WITH / OUTLOOKER AT 24" (4) 16d TOENAILS EACH ENDRAFTER O.C., NOTCH RAFTER PER TO SEAT OUTLOOKER TOP PLATE PER 6/SD1 1 PLAN, TYP PLYWOOD AND NAILING 1 TO MATCH WALL BELOW. NOTCH PLY WALL FRAMING AROUND OUTLOOKERS= PER PLAN 2X6 BRACE AT 4'-0" O.C. WITH (4) 16d NAILS EACH END PROVIDE GAP BETWEEN PANELS AS REQ'D. BY MFR., 1/8" MIN. E.N., TYP �� CJ PER PLAN OR 2X DBL TOP PLATE GBC CLIP E.S. BLOCK AT 24" O.C. PER 6/SD1 OF EA BRACE PLYWOOD AND WALL FRAMING NAILING PER PLAN - PER PLAN 6 1 TYPICAL GABLE END DETAIL SD3 NO SCALE ROOF SHEATHING AND NAILING PER PLAN\ 5 SD3 DRAG STRAP AND BLOCK /PER PLAN WHERE OCCURS E.N. E.N. 3 SD3 SOLID BLOCK WITH NAILING TO MATCH SOLE NAILING PER SHEAR WALL SCHED. CONT. RAFTER 1 DRAG TRUSS PER PLAN, TYP 1 ADD 2X4 FLAT TO BRACES LONGER THAN 6'-0" WITH 16d AT 12" O.C. 2X6 BRACE AT 4'-0" WITH (4) 16d NAILS EACH END CLIP & SPACING CJ PER PLAN, TYP PER SHEAR WALL SCHEDULE ------\-2X BLOCKING AT 4'-0" O.C., E.N �/ T&B, (3) 12d T.N. EA. END (3) 16d T.N. EA BLOCK SHEAR PER PLAN -- WALL FRAMING PER PLAN SHEAR WALL DETAIL 2 NO SCALE SD3 QRC)FESS/ONq K LLJ rNo. 75688x`'Fri A. 6/ 0/16 C/VIL gTFOFCA0�� 8/05/16 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE ONLYWITH THE ATTACHED STRUCTURAL CALCULATIONS 383 Rio Lindo Ave. Suite 200 Chico, CA 95926 P. 530.592.4407 SummitChico.com W U V 0 _U 00 1 Nz z0 Q U w Co z:D �z �0 U0 �C 2 Q LU U REVISIONS: DATE: 8/05/16 SCALE: NTS DRAWN BY: RKB JOB NUMBER: 16-237 SHEET: SD3 VERTICAL BRACE WHERE OCCURS 2X RAFTER ROOF PLYWOOD PER PLAN PER PLAN RAFTER PER PLAN z (5) 16d NAILS TYP. ROOF PLY AND NAILING PER PLAN 2X CONT IN PURL IN W/ PROVIDE 2X4 RAFTER (5) NAILS TIES WITH (6) 16d EA. AT EA. BRACE ALWAYS PROVIDE MIN, 2X6 BRACE AT SPACING END AT EA. RAFTER WHERE RAFTERS RUN \ • BLOCK AND E.N. AT "I" OPPOSING BRACES " PER PLAN, 4 -0 O.C. MAX. PERPENDICULAR TO CJS \ ��JOISTS, \ WHERE OCCURS 2 MIN., TYP (6) 16d AT EA 2X CJ/TIE . -----E.N., TYP 1 TO RAFTER CONNECTION \ • • 2X BLOCK • 2X CLG. JOIST PER PLAN CEILING JOIST PER RBC CLIP PER FASCIA BY PLAN WHERE OCCURS. SHEAR WALL SCHEDULE, OTHERS (5) 16d NAILS PROVIDE SOLID WEB OTHERWISE 4'-0" O.C., TYP. E.N., H2.5T EA. RAFTER BACKING AT EACH TYP 2X STUDS AT 16" O.C. OR A35 CLIP SIDE OF "I" JOISTS PER MFR. AT ENTIRE TOP PLATE PER 6/SD1 CEILING BEAM AS OCCUR RAFTER OVERLAP _ SHEAR PER PLAN WALL FRAMING PER PLAN NOTE: PURLIN SIZE SHALL MATCH RAFTER SIZE TYPICAL ROOF PURLIN DETAIL 4 TYPICAL EAVE DETAIL 1 NO SCALE SD3 NO SCALE LSDJ3 QRC)FESS/ONq K LLJ rNo. 75688x`'Fri A. 6/ 0/16 C/VIL gTFOFCA0�� 8/05/16 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE ONLYWITH THE ATTACHED STRUCTURAL CALCULATIONS 383 Rio Lindo Ave. Suite 200 Chico, CA 95926 P. 530.592.4407 SummitChico.com W U V 0 _U 00 1 Nz z0 Q U w Co z:D �z �0 U0 �C 2 Q LU U REVISIONS: DATE: 8/05/16 SCALE: NTS DRAWN BY: RKB JOB NUMBER: 16-237 SHEET: SD3 PROVIDE GAP BETWEEN PANELS AS REQ'D. BY 2X SLEEPER WITH (3) 16d NAILS AT EA RAFTER OR TRUSS 2X4 VERT. AT 24" O.C. WITH (4) 16d TOP AND (2) 16d TOENAILS BOTT., TYP TYPICAL OVERFRAMING DETAIL NO SCALE WALL FRAMING PER PLAN ALIGNED DIRECTLY OVER WALL FRAMING BELOW ROOF PLY AND A35 CLIP PER SHEAR NAILING PER PLAN WALL SCHEDULE 4 2X4 WITH 16d NAILS AT 12" O.C., TYP RAFTER OR TRUSS PER PLAN, TYP 8 SD4 I ROOF TRUSSES OTHERWISE 4'-0" O.C., TYP. BY OTHERS E.N. SOLID BLOCKING Kl'-_-�NOTCH PLY UDS 1/2 STRAP H2.5T EA. TRUSS LENGTH TOP PLATE PER 6/SD1 LSTA24 STRAP WALL FRAMING PER PLAN AT 48" O.C. - NOTE: OVERFRAMING PER 8/SD2 NOT SHOWN FOR CLARITY. ROOF FRAMING DETAIL 7 BEAM DETAIL NO SCALE SD4 NO SCALE ROOF PLY AND RBC CLIP PER SHEAR NAILING PER PLAN WALL SCHEDULE, OTHERWISE 4'-0" O.C., TYP. E.N., TYP-,,"., SOLID BLOCKING, TYP H2.5T EA. TRUSS ' AND (2) AT MULTI -PLY TRUSSES TYP FASCIA BY OTHERS TOP PLATE PER 6/SD1, TYP SHEAR PER PLAN, TYP —WALL FRAMING PER PLAN WHERE OCCURS WALL FRAMING PER PLAN ROOF TRUSSES 1/2 BY OTHERS I STRAP LENGTH NOTCH BEAM AT BEAM PER PLAN PERPEN!W'H LAR PLATES,ERE OCCURS GARAGE EAVE DETAIL 6 NO SCALE SD4 MSTA36 STRAP AT PARALLEL TOP PLATE, UNO TOP PLATE /PER 6/SD1 (2) 16d NAILS, TYP LSTA18 E.S., UNO. TRIMMER/S POST PER PLAN TYPICAL TOP PLATE -BEAM DETAIL NO SCALE NOTCH SHALL NOT EXTEND INTO MIDDLE THIRD OF BEAM CLR. SPAN 1/4" CLEAR TO ROOF PLY RAIN N. PLY AT .K'G/SILL PANELS r.Iv. rL r Ml rnnvkj i Uu AJ KLQ L). BY MFH., 1/8 MIN. TYPICAL OPENING STRAPPING DETAIL F5_ NO SCALE SD4 BM PEP MI AAI JG WALL FRAMING PER PLAN 3 SD4 PER PLAN Uj BEAM PER PLAN WHERE OCCURS N POST PER PLAN TYPICAL POST TO BEAM DETAIL 2 NO SCALE SD4 NOT ES: 1.) USE CONT. 1 3/4" LVL LEDGER WITH (3) 1/4" DIA. SDS SCREWS AT 16" O.C. WITH 2 1/2- EMBED AT "I" JOISTS. SIX SCREWS MIN. PER PIECE. 2.) PROVIDE 2X FULL DEPTH SOLID BLOCKING AT 8'-0" O.C. AT ALL CEILING JOISTS LONGER THAN 13'-0". CONT. 2X LEDGER WITH (2) SHEAR PER PLAN 1/4" DIA. SDS SCREWS AT WHERE OCCURS 16" O.C. WITH 2 1/2" EMBED AT SOLID SAWN CONT. 2X LEDGER WITH CEILING JOISTS. FOUR (3) 16d PER WALL STUD SCREWS MIN. PER PIECE 2X SOLID CJ BLOCKS SOFFIT ELEV SOFFIT ELEV PER ARCH - PER ARCH BALLOON STUDS MTL HGR 2X SOLID AT 16" O.C. U.N.O. BALLOON STUDS BLOCKS AT 16" O.C. U.N.O. CEILING JOIST SPAN TABLE CEILING JOIST H MAX SPAN 24" O.C. 2X4 DF#2 8'-9" 7'-2" 2X6 DF#2 12'-10" 10'-6" 2X8 DF#2 16'-3" 13'-3" 2X10 DF#2 19'-10" 16'-3" BCI "I" JOIST 11 7/8" JOIST: 21'-0" N. PLY AT _K'G/HDR LSTA30 - BEAM PER PLAN MIN. BEAM PER PLAN WHERE OCCURS POST PER PLAN �R PLY LSTA30� NAILING PLAN TAPER CUT BEAM N. PLY AT .K'G/SILL PANELS r.Iv. rL r Ml rnnvkj i Uu AJ KLQ L). BY MFH., 1/8 MIN. TYPICAL OPENING STRAPPING DETAIL F5_ NO SCALE SD4 BM PEP MI AAI JG WALL FRAMING PER PLAN 3 SD4 PER PLAN Uj BEAM PER PLAN WHERE OCCURS N POST PER PLAN TYPICAL POST TO BEAM DETAIL 2 NO SCALE SD4 NOT ES: 1.) USE CONT. 1 3/4" LVL LEDGER WITH (3) 1/4" DIA. SDS SCREWS AT 16" O.C. WITH 2 1/2- EMBED AT "I" JOISTS. SIX SCREWS MIN. PER PIECE. 2.) PROVIDE 2X FULL DEPTH SOLID BLOCKING AT 8'-0" O.C. AT ALL CEILING JOISTS LONGER THAN 13'-0". CONT. 2X LEDGER WITH (2) SHEAR PER PLAN 1/4" DIA. SDS SCREWS AT WHERE OCCURS 16" O.C. WITH 2 1/2" EMBED AT SOLID SAWN CONT. 2X LEDGER WITH CEILING JOISTS. FOUR (3) 16d PER WALL STUD SCREWS MIN. PER PIECE 2X SOLID CJ BLOCKS SOFFIT ELEV SOFFIT ELEV PER ARCH - PER ARCH BALLOON STUDS MTL HGR 2X SOLID AT 16" O.C. U.N.O. BALLOON STUDS BLOCKS AT 16" O.C. U.N.O. CEILING JOIST SPAN TABLE CEILING JOIST MAX SPAN 16" O.C. MAX SPAN 24" O.C. 2X4 DF#2 8'-9" 7'-2" 2X6 DF#2 12'-10" 10'-6" 2X8 DF#2 16'-3" 13'-3" 2X10 DF#2 19'-10" 16'-3" BCI "I" JOIST 11 7/8" JOIST: 21'-0" TYPICAL DROPPED CEILING DETAIL NO SCALE D QWESS/0/ 9 K P � --A Z Li FTI NO. 75688' * 6/ 0/16 CIV 1\_ q�FOF CAO 0� 8/05/16 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE ONLY WITH THE ATTACHED STRUCTURAL CALCULATIONS 1 383 Rio Lindo Ave. Suite 200 Chico, CA 95926 P. 530.592.4407 SummitChico.com W U U O U_ Q0 U `0 1 � Nz z0 Q (/ -i 1 0 U Wm Z DV) ryo Qz YO �- U 0 OC Q LU U REVISIONS: DATE: 8/05/16 SCALE: NTS DRAWN BY: RKB JOB NUMBER: 16-237 SHEET: TITLE 24 MANDATORI' MEASURES G-7 BUILDING ENVELOPE MEASURES I. DOORS AND WINDOWS BETWEEN CONDITIONED AND UNCONDITIONED SPACES SHALL BE MANUFACTURED TO LIMIT AIR LEAKAGE. 2. FENESTRATION PRODUGTS (EXCEPT FIELD -FABRICATED WINDOWS) SHALL HAVE A LABEL LISTING THE CERTIFIED U -FACTOR, CERTIFIED SOLAR HEAT GAIN COEFFICIENT (SHGG), AND INFILTRATION THAT MEETS THE REQUIREMENT5 OF §10-I11(o). 3. EXTERIOR DOORS AND WINDOWS SHALL BE WEATHER-STRIPPED; ALL JOINTS AND PENETRATIONS CAULKED AND SEALED. 4. INSULATION SPECIFIED OR INSTALLED SHALL MEET 5TANDARD5 FOR INSULATING MATERIAL. INDICATE TYPE AND INCLUDE ON GF -6R FORM. 5. THE THERMAL EMITTANGE AND SOLAR REFLECTANCE VALUES OF THE COOL ROOFING MATERIAL MEETS THE REQUIREMENTS OF §I10.&(i) WHEN THE INSTALLATION OF A COOL ROOF 15 SPECIFIED ON THE GF -IR FORM 6. A RADIANT BARRIER SHALL HAVE AN EMITTANGE OF 0.05 OR LESS WHEN THE INSTALLATION OF A RADIANT BARRIER IS SPECIFIED ON THE GFIR. 7. L005E FILL INSULATION SHALL CONFORM WITH MANUFAGTURER'S INSTALLED DESIGN LABELED R -VALUE EIREPLAOE5, DEOORATIVE GAS APPLIANOES AND GAS LOG MEASURES: I. MASONRY OR FACTORY -BUILT FIREPLAGES SHALL HAVE A CLOSABLE METAL OR GLASS DOOR COVERING THE ENTIRE OPENING OF THE FIREBOX. 2. MASONRY OR FACTORY -BUILT FIREPLACES SHALL HAVE A COMBUSTION OUTSIDE AIR INTAKE, WHICH 15 AT LEAST 51X SQUARE INCHES IN AREA AND 15 EQUIPPED w/ A READILY ACCESSIBLE, OPERABLE, AND TIGHT -FITTING DAMPER AND OR A COMBUSTION -AIR CONTROL DEVICE. 3. MASONRY OR FACTORY -BUILT FIREPLACES HAVE A FLUE DAMPER WITH A READILY ACCESSIBLE CONTROL. 4. CONTINUOUS BURNING PILOT LIGHTS AND THE USE OF INDOOR AIR FOR COOLING A FIREBOX JACKET, WHEN THAT INDOOR AIR IS VENTED TO THE OUTSIDE OF THE BUILDING, ARE PROHIBITED. SPAGE OONDITIONINO, WATER HEATING AND PLUMBING SYSTEM MEASURES I. HVAG EQUIPMENT, WATER HEATERS, 5HOWERHEAD5, FAUCETS AND ALL OTHER REGULATED APPLIANCES SHALL BE CERTIFIED BY THE ENERGY COMMISSION. 2. WATER HEATER RECIRCULATION LOOPS SERVING MULTIPLE UNITS MEET THE AIR RELEASE VALVE, BACKFLOW PREVENTION, PUMP ISOLATION VALVE, AND RECIRCULATION LOOP CONNECTION REQUIREMENTS. 3. CONTINUOUSLY BURNING PILOT LIGHTS ARE PROHIBITED FOR NATURAL GAS: FAN -TYPE CENTRAL FURNACES, HOUSEHOLD COOKING APPLIANCES (APPLIANCES w/OUT AN ELECTRICAL SUPPLY VOLTAGE CONNECTION w/ PILOT LIGHTS THAT GON5UME LE55 THAN 150 Btu/hr ARE EXEMPT), AND POOL AND SPA HEATERS. 4. HEATING AND/OR COOLING LOADS SHALL BE CALCULATED IN ACCORDANCE w/ ASHRAE, SMAGNA OR ALGA. 5. INSTALLED AIR CONDITIONER AND HEAT PUMP OUTDOOR CONDENSING UNITS SHALL HAVE A CLEARANCE OF AT LEAST 5' FROM THE OUTLET OF ANY DRYER VENT. 6. HEATING SYSTEMS SHALL BE EOUIPPED w/ THERMOSTATS THAT MEET THE SETBACK REQUIREMENT5 OF 5EGTION 110.2(0). 7. STORAGE GAS WATER HEATERS RATED w/ AN ENERGY FACTOR NO GREATER THAN THE FEDERAL MINIMAL STANDARD SHALL BE EXTERNALLY WRAPPED W/ INSULATION HAVING AN INSTALLED THERMAL RESISTANCE OF R-12 OR GREATER. 8. UNFIRED HOT WATER TANKS, SUCH AS STORAGE TANKS AND BACKUP STORAGE TANKS FOR SOLAR WATER -HEATING SYSTEMS, HAVE R-12 EXTERNAL INSULATION OR R-16 INTERNAL INSULATION R -VALUE 15 INDICATED ON THE EXTERIOR OF THE TANK. cl. FIRST 5 FT. OF HOT AND GOLD WATER PIPE5 CLOSEST TO WATER HEATER TANK, ALL PIPING WITH A NOMINAL DIAMETER OF 4" OR LARGER, ALL PIPING ASSOCIATED w/ A DOME571C HOT WATER RECIRCULATION SYSTEM REGARDLESS OF THE PIPE DIAMETER, PIPING FROM THE HEATING SOURCE TO STORAGE TANKS, PIPING BURIED BELOW GRADE, AND ALL HOT WATER PIPES FROM, THE HEATING SOURCE TO KITCHEN FIXTURES MUST BE INSULATED ACCORDING TO THE REQUIREMENTS TABLE 120.3-A. 10. ALL DOMESTIC HOT WATER PIPES THAT ARE BURIED BELOW GRADE MUST BE INSTALLED IN A WATER PROOF AND NON -CRUSHABLE CASING OR SLEEVE THAT ALLOWS FOR INSTALLATION, REMOVAL, AND REPLACEMENT OF THE ENCLOSED PIPE AND INSULATION. II. PIPE FOR COOLING SYSTEM LINES SHALL BE INSULATED AS SPECIFIED IN §150.0(J)2A. PIPING INSULATION FOR STEAM AND HYDRONIG HEATING SYSTEMS OR HOT WATER SYSTEMS WITH PRESSURE >15 psig SHALL MEET THE REQUIREMENTS IN TABLE 120.3-A. 12. INSULATION SHALL BE PROTECTED FROM DAMAGE, INCLUDING THAT DUE TO SUNLIGHT, MOISTURE, EQUIPMENT MAINTENANCE, AND WIND. 13. INSULATION EXPOSED TO WEATHER SHALL EITHER BE RATED FOR OUTDOOR USE OR INSTALLED WITH A COVER SUITABLE FOR OUTDOOR SERVICE. 14. INSULATION FOR CHILLED WATER PIPING AND REFRIGERANT SUCTION LINES SHALL INCLUDE A VAPOR RETARDANT OR BE ENGL05ED ENTIRELY IN CONDITIONED SPACE. 15. SYSTEMS USING GAS OR PROPANE WATER HEATERS TO SERVE INDIVIDUAL DWELLING UNITS SHALL INCLUDE: A 120V ELECTRICAL RECEPTACLE WITHIN 5' OF THE WATER HEATER; A CATEGORY III OR IV VENT, OR A TYPE B VENT WITH A STRAIGHT PIPE BETWEEN THE OUT5IDE TERMINATION AND THE SPACE WHERE THE WATER HEATER IS INSTALLED; A CONDENSATE DRAIN THAT 15 NOT MORE THAT 2" HIGHER THAT THE BASE OF THE INSTALLED WATER HEATER, AND ALLOWS NATURAL DRAINING WITHOUT PUMP ASSISTANCE; AND A GAS SUPPLY LINE WITH A CAPACITY OF AT LEAST 200,000 BTU/HR. 16. RECIRCULATING LOOPS SERVING MULTIPLE DWELLING UNITS SHALL MEET THE REQUIREMENT5 OF §110.3(c)5 17. SOLAR WATER -HEATING SYSTEMS AND COLLECTORS SHALL BE CERTIFIED AND RATED BY THE SOLAR RATINGS AND CERTIFICATION CORPORATION OR BY A TESTING AGENCY APPROVED BY THE EXECUTIVE DIRECTOR. MOTS AND FAN MEA5URE5: I. ALL AIR -DISTRIBUTION SYSTEM DUCTS AND PLENUMS INSTALLED, ARE SEALED AND INSULATED TO MEET THE REQUIREMENTS OF GMG SECTIONS 601, 602, 603, 604, 605 AND AN5I/5MAGNA-006-2006 HVAC DUCT CONSTRUCTION STANDARDS METAL AND FLEXIBLE 5rcl ADDITION. SUPPLY -AIR AND RETURN -AIR DUCTS AND PLENUMS ARE INSULATED TO A MINIMUM INSTALLED LEVEL OF R-6.0 OR ENCLOSED ENTIRELY IN CONDITIONED SPACE AS CONFIRMED THROUGH FIELD VERIFICATION AND DIAGNOSTIC, TESTING. CONNECTIONS OF METALS DUCTS AND INNER GORE OF FLEXIBLE DUCTS ARE MECHANICALLY FASTENED. OPENINGS SHALL BE SEALED w/ MASTIC, TAPE OR OTHER DUCT -CLOSURE SYSTEM THAT MEETS THE APPLICABLE REQUIREMENTS OF UL -181, UL I&IA, OR UL 1818 OR AEROSOL SEALANT THAT MEETS THE REQUIREMENT5 OF UL 723. IF MASTIC OR TAPE 15 USED TO SEAL OPENINGS GREATER THAN V4 INCH, THE COMBINATION OF MASTIC AND EITHER MESH OR TAPE SHALL BE USED. 2. BUILDING CAVITIES, SUPPORT PLATFORMS FOR AIR HANDLERS, AND PLENUMS DEFINED OR CONSTRUCTED w/ MATERIALS OTHER THAN SEALED SHEET METAL, DUCT BOARD OR FLEXIBLE DUGT SHALL NOT BE USED FOR CONVEYING CONDITIONED AIR. BUILDING CAVITIES AND SUPPORT PLATFORMS MAY CONTAIN DUCTS. DUCTS INSTALLED IN CAVITIES AND SUPPORT PLATFORMS SHALL NOT BE COMPRESSED TO CAUSE REDUGTIONS IN THE GRO55-SECTIONAL AREA OF THE DUCTS. 3. FACTOR FABRICATED DUCT SYSTEMS SHALL COMPLY w/ SPECIFIED FOR DUCT CONSTRUCTION, AND CLOSURES; JOINTS AND SEAMS OF DUCT SYSTEMS AND THEIR COMPONENTS SHALL NOT BE SEALED w/ CLOTH BACK RUBBER ADHESIVE DUCT TAPES UNLE55 SUCH TAPE IS USED IN COMBINATION w/ MASTIC AND DRAW BONDS. 4. FIELD FABRICATED DUCT SYSTEMS SHALL COMPLY w/ REQUIREMENTS, FOR DUCT CONSTRUCTION, CONNECTIONS, AND CLOSURES, AND OTHER REQUIREMENTS SPECIFIED FOR DUCT CONSTRUCTION DUCT INSULATION R -VALUE RATING; DUCT INSULATION THICKNESS; AND DUCT LABELING. 5. ALL FAN SYSTEMS THAT EXCHANGE AIR BETWEEN ORIGINAL CONDITIONED SPACE AND THE OUTSIDE SHALL HAVE BACK DRAFT OR AUTOMATIC, DAMPERS. 6. GRAVITY VENTILATING SYSTEMS SERVING CONDITIONED SPAGE SHALL HAVE EITHER AUTOMATIC OR READILY ACCESSIBLE, MANUALLY OPERATED DAMPERS EXCEPT COMBUSTION INLET AND OUTLET AIR OPENINGS AND ELEVATOR SHAFT VENTS. 7. INSULATION SHALL BE PROTECTED FROM DAMAGE INCLUDING LU INC THAT DUE TO SUNLIGHT, MOISTURE, EQUIPMENT MAINTENANCE, AND WIND, BUT NOT LIMITED TO THE FOLLOWING; INSULATION EXF05EP TO WEATHER SHALL BE SUITABLE FOR OUTDOOR SERVICE. CELLULAR FOAM INSULATION SHALL BE PROTECTED AS ABOVE OR PAINTED WITH A COATING THAT IS WATER RETARDANT AND PROVIDES SHIELDING FROM SOLAR RADIATION THAT CAN CAUSE DEGRADATION OF THE MATERIAL. 8. FLEXIBLE DUCTS CANNOT HAVE POROUS INNER GORES. cf. WHEN SPACE CONDITIONING SYSTEMS U5E FORGED AIR SYSTEMS TO SUPPLY CONDITIONED AIR TO AN OCCUPIABLE SPACE, THE DUCTS SHALL BE SEALED AND DUCT LEAKAGE TESTED, AS CONFIRMED THROUGH FIELD VERIFICATION AND DIAGNOSTIC TESTING, IN ACCORDANCE WITH REFERENCE RESIDENTIAL APPENDIX RA3. 10. MECHANICAL SYSTEMS THAT SUPPLY AIR TO AN OGGUPIABLE SPACE THROUGH DUCTWORK EXCEEDING 10' IN LENGTH AND THROUGH A THERMAL CONDITIONING COMPONENT, EXCEPT EVAPORATIVE COOLERS, SHALL BE PROVIDED w/ AIR FILTERS DEVICES THAT MEET THE REQUIREMENTS OF §150.0(m)12. II. SPACE CONDITIONING SYSTEMS THAT UTILIZE FORGED AIR DUCTS TO SUPPLY COOLING TO AN OCCUPIABLE SPACE SHALL HAVE A HOLE FOR THE PLACEMENT OF A STATIC PRESSURE PROBE (HSPP), OR A PERMANENTLY INSTALLED STATIC PRESSURE PROBE (PSPP) IN THE SUPPLY PLENUM. THE SPACE CONDITIONING SYSTEM MUST ALSO DEMONSTRATE AIRFLOW s 0.58 W/CFM AS CONFIRMED BY FIELD VERIFICATION AND DIAGNOSTIC TESTING, IN ACCORDANCE w/ REFERENCE RESIDENTIAL APPENDIX RA3. 12. ZONALLY CONTROLLED CENTRAL FORGED AIR COOLING SYSTEMS SHALL BE CAPABLE OF SIMULTANEOUSLY DELIVERING, IN EVERY ZONAL CONTROL MODE, AND AIRFLOW FROM THE DWELLING, THROUGH AIR HANDLER FAN AND DELIVERED TO THE DWELLING, OF :5 350 CFM PER TON OF NOMINAL COOLING CAPACITY, AND OPERATING AT AN AIR -HANDLING UNIT FAN EFFICACY OF SO 5&F W/G MAS CONFIRMED BY FIELD VERIFICATION AND DIAGNOSTIC TESTING, IN ACCORDANCE WITH REFERENCE APPENDIX RA3. 13. ALL DWELLING UNITS SHALL MEET THE REQUIREMENTS OF ASHRAE STANDARD 62.2. NEITHER WINDOW OPERATION NOR CONTINUOUS OPERATION OF CENTRAL FORGED AIR SYSTEM AIR HANDLERS USED IN CENTRAL FAN INTEGRATED VENTILATION SYSTEMS ARE PERMISSIBLE METHOD OF PROVIDING THE WHOLE BUILDING VENTILATION. 14. WHOLE BUILDING VENTILATION AIRFLOW SHALL BE CONFIRMED THROUGH FIELD VERIFICATION AND DIAGNOSTIC TESTING, IN ACCORDANCE w/ REFERENCE RESIDENTIAL APPENDIX RA3.YAH RE51DENTIAL LIGHTINO MEASURES: I. INSTALLED LUMINARIES SHALL BE CLA551FIED AS HIGH -EFFICACY OR LOW-EFFIGAGY FOR COMPLIANCE WITH §150.0(k) IN ACCORDANCE WITH TABLE 150.0-A OR TABLE 150.05, AS APPLICABLE. 2. WHEN A HIGH EFFICACY AND LOW EFFICACY LIGHTING SYSTEM ARE COMBINED IN A SINGLE LUMINAIRE, EACH SYSTEM SHALL SEPARATELY COMPLY WITH THE APPLICABLE PROVISIONS OF §I50.O(k). 5. THE WATTAGE AND CLASSIFICATION OF PERMANENTLY INSTALLED LUMINARIES IN RESIDENTIAL KITCHENS SHALL BE DETERMINED IN ACCORDANCE w/ §130.0(c). IN RESIDENTIAL KITCHENS, THE WA AGE EG E I TT O F ELECTRICAL TRIGAL BOX S FINISHED w/ A BLANK COVER OR WHERE NO ELECTRICAL EQUIPMENT HAS SEEN INSTALLED, AND WHERE THE ELECTRICAL BOX GAN BE USED FOR A LUMINAIRE OR A SURFACE MOUNTED CEILING FAN, SHALL BE CALCULATED AS 180 WATTS OR LOW EFFICACY LIGHTING PER ELECTRICAL BOX. 4. BALLASTS FOR FLUORESCENT LAMPS RATED 13 WATTS OR GREATER SHALL BE ELECTRONIC AND SHALL HAVE AN OUTPUT FREQUENCY NO LESS THAN 20 kHz. 5. PERMANENTLY INSTALLED NIGHT LIGHTS AND NIGHT INTEGRAL TO INSTALLED LUMINAIRE OR EXHAUST FAN SHALL BE RATED TO CONSUME NO MORE THAN FIVE WATT5 OF POWER PER LUMINAIRE OR EXHAUST FAN A5 DETERMINED IN ACCORDANCE w/ §130.0(c). NIGHT LIGHTS DO NOT NEED TO BE CONTROLLED BY VACANCY SENSORS. 6. LIGHTING INTEGRAL TO EXHAUST FANS, IN ROOMS OTHER THAN KITCHENS, SHALL MEET THE APPLICABLE REQUIREMENT5 OF §150.0(k) 7. HIGH EFFIGAGY LUMINIAIRE5 MUST BE SWITGHED SEPARATELY FROM LOW EFFICACY LUMINAIRES. 8. EXHAUST FANS SHALL BE 5WITGHED SEPARATELY FROM LIGHTING SYSTEMS. 01. LUMINAIRES SHALL BE SWITCHED w/ READILY ACCESSIBLE CONTROLS THAT PERMIT THE LIMINAIRES TO BE MANUALLY SNITCHED ON AND OFF. 10. NO CONTROL SHALL BYPASS A DIMMER OR VACANCY SENSOR FUNCTION IF THE CONTROL IN INSTALLED TO COMPLY w/ §150.0(k). 11. LIGHTING CONTROLS COMPLY w/ APPLICABLE REQUIREMENT5 OF 12. AN ENERGY MANAGEMENT CONTROL SYSTEM (EM05) MAY BE USED TO COMPLY w/ DIMMER REQUIREMENT5 IF; IT FUNGTION5 AS A VACANCY SENSOR. 13. A MUL7I5GENE PROGRAMMABLE CONTROLLER MAY BE USED w/ DIMMER REQUIREMENT5 IF IT PROVIDES THE FUNCTIONALITY OF A DIMMER. 14. A MINIMUM OF 50 PERCENT OF THE TOTAL RATED WATTAGE OF PERMANENTLY INSTALLED LIGHTING IN KI7GHEN5 SHALL BE HIGH EFFICACY. 15. KITCHEN LIGHTING INGLUDE5 ALL PERMANENTLY INSTALLED LIGHTING IN THE KITCHEN EXCEPT INTERNAL LIGHTING IN CABINETS THAT ILLUMINATE ONLY THE INSIDE OF CABINETS. LIGHTING IN AREAS ADJACENT TO THE KITCHEN, INGLUDING BUT NOT LIMITED TO DINING AND NOOK AREAS, ARE CONSIDERED KITCHEN LIGHTING IF THEY ARE NOT SEPARATELY 5WITGHED FROM THE KITCHEN LIGHTING. 16. PERMANENTLY INSTALLED LIGHTING THAT IS INTERNAL TO CABINETS SHALL USE NO MORE THAN 20 WATT5 OF POWER PER LINEAR FOOT OF ILLUMINATED CABINET. 17. A MINIMUM OF ONE HIGH EFFICACY LUMINAIRE SHALL BE INSTALLED IN EACH BATHROOM; AND, ALL OTHER LIGHTING INSTALLED IN EACH BATHROOM SHALL BE HIGH EFFICACY OR CONTROLLED BY VACANCY SENSOR. 18. PERMANENTLY INSTALLED LUMINAIRES IN ATTACHED AND DETACHED GARAGES, LAUNDRY ROOMS, AND UTILITY ROOMS SHALL BE HIGH EFFICACY, AND CONTROLLED BY VACANCY SENSORS. Icl. PERMANENTLY INSTALLED LUMINAIRES LOCATED IN ROOMS OR AREAS OTHER THAN KITCHENS, BATHROOMS, GARAGES, LAUNDRY ROOMS, AND UTILITY ROOMS SHALL BE HIGH EFFICACY LUMINAIRES, OR CONTROLLED BY EITHER DIMMER5 OR VACANCY SENSORS. 20.LUMINAIRE5 RECESSED INTO INSULATED CEILINGS SHALL BE LISTED FOR ZERO CLEARANCE INSULATION GONTAGT (IC) BY UNDERWRITTEN LABORATORIES OR OTHER NATIONALLY RECOGNIZED TESTING/RATING LABORATORY; AND HAVE A LABEL THAT CERTIFIES THE LUMINAIRE 15 AIRTIGHT WIT AIR LEAKAGE LESS THEN 2.00FM AT 75 PASCALS WHEN TESTED IN ACCORDANCE WITH ASTM E253; AND BE SEALED WITH A GASKET OR CAULK BETWEEN THE LUMINAIRE HOUSING AND CEILING. FOR RECESSED COMPACT FLUORESCENT LUMINAIRES w/ BALLASTS TO QUALIFY AS HIGH EFFICACY. 21. LUMINAIRES PROVIDING OUTDOOR LIGHTING, INCLUDING LIGHTING FOR PRIVATE PATIOS IN LORI -RISE RESIDENTIAL BUILDINGS WITH FOUR OR MORE DWELLING UNITS, ENTRANCES, BALCONIES, AND PORCHES, WHICH ARE PERMANENTLY MOUNTED TO A RESIDENTIAL BUILDING OR TO OTHER BUILDINGS ON THE SAME LOT SHALL BE HIGH EFFIGAGY. EXCEPTION I: PERMANENTLY INSTALLED OUTDOOR LOW EFFICACY LUMINAIRES SHALL BE ALLOWED PROVIDED THAT THEY ARE CONTROLLED BY A MANUAL-ON/OFF 5WITGH, A MOTION SENSOR NOT HAVING AN OVERRIDE OR BYPASS SNITCH THAT DISABLES THE MOTION SENSOR, AND ONE OF THE FOLLOWING CONTROLS: A PHOTOGONTROL NOT HAVING AN OVERRIDE OR BYPASS 5WI7GH THAT DISABLES THE PHOTOGONTROL; OR AN ASTRONOMICAL TIME CLOCK NOT HAVING AN OVERRIDE OR BYPASS 5WITGH THAT DISABLES THE ASTRONOMICAL TIME CLOCK; OR AN ENERGY MANAGEMENT CONTROL SYSTEM (EMG5) NOT HAVING AN OVERRIDE OR BYPASS 5WITGH THAT ALLOWS THE LUMINAIRE TO BE ALWAYS ON. EXCEPTION 2: OUTDOOR LUMINAIRES USED TO COMPLY WITH EXCEPTIONAL MAY BE CONTROLLED BY A TEMPORARY OVERRIDE 5WITGH WHIGH BYPASSES THE MOTION SENSING FUNCTION PROVIDED THAT THE MOTION SENSOR IS AUTOMATIGALLY REACTIVATED WITHIN 51X HOURS. 22. INTERNALLY ILLUMINATED AMPRE55 SIGN5 SHALL COMPLY WITH SECTION 140.8; OR SHALL CONSUME NO MORE THAN 5 WATTS OF POWER. 23. LIGHTING FOR PARKING LOTS AND CARPORTS WITH A TOTAL OF & OR MORE VEHICLES PER 51TE SHALL COMPLY WITH THE APPLICABLE REQUIREMENTS IN SECTIONS 130, 132, 134, AND 147. LIGHTING FOR PARKING GARAGES FOR & OR MORE VEHICLES SHALL COMPLY WITH THE APPLICABLE REQUIREMENTS OF SECTIONS 130, 131, 134, AND 146. 24. PERMANENTLY INSTALLED LIGHTING IN THE ENCLOSED, NON DWELLING SPACES OF LOW-R15E RESIDENTIAL BUILDING WITH 4 OR MORE DWELLING UNITS SHALL BE HIGH EFFICACY LUMINAIRES. EXCEPTION: PERMANENTLY INSTALLED LOW EFFICACY LUMINAIRES SHALL BE ALLOWED PROVIDED THAT THEY ARE CONTROLLED BY AN OCCUPANT 5EN5OR(5) CERTIFIED TO COMPLY WITH THE APPLICABLE REQUIREMENTS. SOLAR READY BUILDINGS: I. THE MAIN ELECTRICAL SERVICE PANEL SHALL HAVE A MINIMUM BUSBAR RATING OF 200 AMPS. 2. THE MAIN ELECTRICAL SERVICE PANEL SHALL HAVE A RESERVED SPACE TO ALLOW FOR THE INSTALLATION OF A DOUBLE POLE CIRCUIT BREAKER FOR A FUTURE SOLAR ELECTRIC INSTALLATION. THE RESERVED SPACE SHALL BE: POSITIONED AT THE OPPOSITE (LOAD) END FROM THE INPUT FEEDER LOCATION OR MAIN CIRCUIT LOCATION, PERMANENTLY MARKED AS "FOR FUTURE SOLAR ELECTRIC". 2013 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. 4.106.4.1- Electric Vehicle (EV) charging - For new constructed dwelling units, 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". 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 - 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 1.5 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 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. 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 j 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 50% - A minimum of 50% of the construction waste generated at site is diverted e ted to recycle or salvage. 4.408.2 Construction Waste Management Plan - Submit a construction waste management plan meeting items 1-5 in Section 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 docum entation that diverted construction and demolition waste materials meet the requirements in Section 4.408.1. 4.408.4 - Waste Stream Reduction Alternative - Generate a total combined weight of construction and demolition waste disposed in landfills that is equal to or less than 4 lbs per sq. ft. of the building area. 4.408.4.1- Waste Stream Reduction Alternative (High -Rise Residential) - Generate a total combined weight of construction and demolition waste disposed in landfills that is equal to or less than 2 lbs per sq. ft. of the building area. 4.410.1- Operation & Maintenance Manual - An operation and maintenance manual shall be provided to the building owner or occupant. Environmental to 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 Phase II emission limits where applicable. Woodstoves, pellet stoves, and fireplaces shall also comply with applicable focal 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. 4.504.2.2 - Paints and Coatings - Shall be compliant with VOC 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 ACCA Manual 1 or equivalent. 2. Size duct systems according to ACCA 29-D (Manual D) or equivalent. 3. Select heating and cooling equipment according to ACCA 36-S (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 iin 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 4.504,1 ,d DHESIVE VOC LlMIT1.2 L Mi 143r and bm,,% Eyn)nt. 0c,mriciu1°ar:flr; In Ora Tim m Lit45F APCHITIECTUP&LAPP'LICATIONS OUPPENTV120LINIIT Trrt+-k. i uir [ 5? 1.1 rina2 d 2ck i(0 t;,ti t,.In rtir rar . e l ndli• i'P c l its kV,,,od ilei• ri n,ry a llai i�� tf f1 l'3�i 0:,I3 Suhflr" or - Ilv:ii �'eran-n4 tlle� a�Pub•�n•�� i5�. VCT ind as halt I ile, Idll2? 1°.mss 50 rrry Lyi 11�q11 rr 1 inn=. 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T*:rr vdditiona l infomiaticNn rc q;aarJiritin roza'surk the qk"C.X content PL illi -Nd in 111b; tablo, so S--,)Vh Clzmst :Sir Quality Di -16 t R62 TABLE 4504.2 E LANT VOC LIF117 Les=s Watm and Lose. Exemptoll)l?�,iUnd, 111 Gtrnnns p4pr Lft�,r SF6.L�,NT < C1_ PP E"T'W_ LIN IT �`arr�la rt,2 rrttrnl v�;i 1.1 rina2 d 2ck i(0 - Na In nJ, m l-,rs,inc-Rnodivav jr1t1 1,fc*Jitrrn+.Jera°sitvf-itvr11A--.1 ry: l'3�i 0:,I3 SPECIALTY1" 0,87F1GiS U,kLA.f T la'AINIEl^S Arch ire ctim l J rlt l�ItI.1 7,75 Modilod NlUrd'iineiwt! Y0 `x11 tin�2 ri e& W-1 Other -r_ TABLE 4.594.3 W3,10,CN71E NIT L IPA ITS FOR ARCHTECTURALOATfNGS;3 G'ra ill f. of M G' r LIt@T of Coat€n g, bn,s W t; r and Lins Expmvt rmn fJc1a m dr C 0 AT I N C11 0J&TEfl()PV EFF :ECTI' E V1!2rJf-11 EFFECTIVE V11121312 Ftnt ce rt i ns? 9 51 n�'1 " flonfill 1 rin ' jr1t1 1,fc*Jitrrn+.Jera°sitvf-itvr11A--.1 ti�,tSf.3t-trit5 *•(,"��aa"�'9tit`';k l'3�i 0:,I3 SPECIALTY1" 0,87F1GiS Atuniinuin ror-f omilin„ Nvenim' ' cblry +Frei!.ities 411x`) L�llwJn3inF%ll'� rc"t�;1 �C+�r�tn1� �i Pi tta n7i nr -�at•a r,144 Pri n>2r,A .+50 a, 00 NI-nr:l I t alz i w '17611r:cm.? ctliti5u C'i vt Pkill r vl N 0 � �o^ u nrt�2t rail a �1 � al r 10) l••j !y II��' jTj ttrcE+R+6"tT•r• D-; f-lp 0,1611 0.1 l Mit' Fiu7 �Enivlri4ln "iliri , ,? a ry Lrrs r°t­zr''<it'6ecfiIrtra6, A 4�S ' y ,r r chinas lt; 1 V 1 -r-?l 1m=.A go i )tlli€ t,rro L c nrtN croti npr, is • li -ilnt,,z"1 Ri to tem eritiire cozjGf i:*s 43D W fndfivirialn7ltnl�n ni'r l Ilan, s 2f 14o"e,4to cement cr-�at tare Ptf:asl`it� t7h_Jrc i�tin�= ll`k ?�{�;t�ilU� ,i•.Fr�r�r�ir�,� �FSatsn� °�f�`i 1'.f iltt i rc�l�+r' �-�,tit`rtt+'F i� Farc atm nImash ptimers t Pfin)er tamers.,W tin &rm art=rs lf_li W Relr_t ive =a tr alt rip se;2t~rs ffparclo"d coati n� v V1 l3v f cit: Itins t Rwo r '" t1t31't*= Vit'at'in SCM } r(< Cl _a ar 6 a t air' i30 550 5 --Xiral ty prirners.serlleit,3 100 sl,3ili �k No. C2128 7/1 st•'st':t ii r.rlir::ifit I r fiwimnierr� ,rel cx7oasn,:>s . OALOREEN Troflia mmVim. .s l Tu b anI tilt, f.Aina £h cozitiiiC, � t Date 2016 , Wnfer , �o ri. q finy, m 1nl�rat7i YR Drawn Job Sheet Ti,'-ti=aft rtfn rs 3$D Sheets 1. Gintns ol'NTJC Ivr litter of crratin-. MC]Lndi n�Ll 'wa ter- ;trld i:n-111diia vtempt coni f",irod,;. >. Thi kxiiific-dlimit;mriiiinineil'oi: unik sre i-kcllimitsai-lLi olin�a.rt7:-e- clucntccAunins in tt*:� t athlc. 3yalues in Ilii l,ih'l+2 ON d2 ri o adfrom tbo,.:a? .TwA irvcl hoer thi CaJifo-n•ai a t it �, r n 1;. -+.in "Row -1 ,-#J'4.hitx.riur�l �.:r)aliir"��., Sr.a-p;r'_5t<_Vl %°or7lrr•a7 � ls2<�saan. 1';:haiary 1. 200 0l . ,Rlon inf,_°rma P -m i� ailahl rrom. d -t -Air l?� w#,irL,�­s Po ard- T'kPLE:<4-1,04, FOR YDE I-I"ITS.1 Maaxhnurn Forma[rAahvrf-? Emii.-,,iDnn In Parfi-. n r Uilfir.,i7. P PWIJGT. _. :... CAI DREW LIMIT 19 yvrs , fi'rlivrcora.. By: int! tl r rtir 4t ..lyw n�'1 " I;�atilt. IIJ' gaud p ,, ,0) 1,fc*Jitrrn+.Jera°sitvf-itvr11A--.1 'Chin 0:,I3 1. Valtl' , in t1i hz tPl ary d.,ri%v%I fv-- In Ih�:T, T, cx Ifi- r1 by thQ Califs -Wb, Air 1 e Wrur� e Roard, Air Trw;cics C"mtrol N[iasure ror Cnrnro%itc Wood a-, to ::t%"d in AS1141 1_333. 17or Gadd it kin -A irr G:9rtt ati rn re �. Tlaira ti> litrr7i iJ rr.ils'fil�2�i'! ii l li inn mi.+.in7tarwi tl�iclmii s+oC tr :h t8rnm). NOTA: THE PROJEGT MANAOER OR CENERAL GONTRAGTOR WILL E3E THE RESPONSIBLE PERSON TO GOLLEr-..,T AND PROVIDE VERIFICATION OF GALGREEN GOMPLI,4NGE TO THE BUILDING INSPECTOR PRIOR TO BUILDING SINAL.. Revision: Dare: By: N Q1 V I a, 00 o tr) W rTl • j�iy N 0 � �o^ u r r l••j !y II��' jTj U N :J Ga u E 'rs W a �y 0 fx M ' y 00 M V 1 W r� w W i� W I--�� V1 W SSD AR �k No. C2128 7/1 F C 40 ES 1 DEN AL OALOREEN MANDATORY MEA5URE5 Date 2016 state Drawn Job Sheet CG Of Sheets 2 CLN N N M c4 CD r -I O N Ln N N GENERAL NOTr-S G-1 MISCELLANEOUS I. PROVIDE 4" HIGH x �" WIDE STREET ADDRESS NUMBERS OF CONTRASTING COLOR, VISIBLE FROM STREETS. 2. FIRE SPRINKLER SYSTEM 15 REQUIRED PER GRG R313.3 OR NFPA 13D. 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. 3. GARAGE MAN DOOR TO BE SOLID GORE I-3/8" THICK OR 20 MIN. FIRE RATED DR. w/ SELF CLOSING DEVICE PER CRC, R302.5.1. 4. ALL DOORS w/ GLAZING TO BE TEMPERED GLAZING. I. THE AGGREGATE AREA OF PLUMBING VENT5 SHALL BE 12.57 50. INCHES, MIN. 2. GAS FIRED WATER HEATER TANKS SHALL BE FASTENED TO THE ADJACENT FRAMING w/ 16 GAUGE METAL STRAP (0516 OR E0.) w/ MIN. 2" LONG #12 WOOD 50REW5 ® 4" ABOVE CONTROLS AND WITHIN 12" OF THE TOP OF THE TANK. 4. SHOWER AND TUB -SHOWER COMBINATIONS SHALL BE PROVIDED w/ INDIVIDUAL CONTROL VALVES OF THE PRESSURE BALANCE OR THE THERMOSTATIC MIXING VALVE TYPE. 5. INSTALL A 4" DRAIN FOR BUILDINGS PROVIDING MORE THAN (3) WATER CLOSETS. 6. HORIZONTAL DRAINAGE PIPING SHALL BE 2% MIN. SLOPE. 7. 5HOWER AND TUB/SHWR WALLS SHALL HAVE A SMOOTH, HARD, NONABSORBENT SURFACE o/ A MOISTURE RESISTANT UNDERLAYMENT TO A HEIGHT OF 72" ABV. FIN15H FLR. DRAIN INLET, PER ORO R307.2 8. A NON -REMOVABLE BACKFLOW PREVENTION DEVICE SHALL BE INSTALLED ON ALL EXTERIOR HOSE BIBS. a. THE WATER HEATER'S TYPE 'B' OA5 VENT SHALL TERMINATE NOT LESS THAN 5' IN VERTICAL HEIGHT ABOVE THE HIGHEST CONNECTED APPLIANCE DRAFT HOOD OR FLUE COLLAR. d FLOOR PLAN STRUCTURAL NOTES: 1.) SEE TYPICAL NOTE SHEET SN AND TYPICAL DETAIL SHEETS SD1-SD4 FOR ADDITIONAL INFORMATION. 2.) TYPICAL MINIMUM BEARING WALL FRAMING U.N.O.: EXTERIOR WALL: 2X6 DF STUD AT 16" O.C. UP TO 12'-0" HEIGHT, OTHERWISE 2X6 DF STUD AT 12" O.C. INTERIOR WALLS: 2X4 DF STUD AT 16" O.C. 3.) SEE DETAIL 5/SD1 FOR TYPICAL STUD WALL ELEVATION AND TYPICAL WALL OPENING SCHEDULE. 4.) ANY DISCREPANCIES BETWEEN FRAMING SHOWN AND FIELD CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ENGINEER OF RECORD. 5.) ALL EXPOSED FRAMING SHALL BE PRESSURE TREATED WITH TREATMENT PROCESS AND APPLICATION APPROPRIATE FOR EXPOSURE ACCORDING TO MFR'S WRITTEN GUIDELINES. 6.) ALL STRUCTURAL MEMBERS SHALL BE FASTENED IN COMPLIANCE WITH 2013 CBC FASTENING SCHEDULE, TABLE 2304.9.1, UNLESS NOTED OTHERWISE. y\ A/G UNIT L. BUTTE COUNTY 1AUG 2 2 2015 DEVELOPMENT SERVICES 17' - FLOOR f'L.AN THESE PLANS HA) REVIEWED FOR COI ONLY WITH THE Al TYP. Q8.0 HDU2 4x6 DBL 5 D ELECT. MAIN PANEL Revision: I Date: I By: 4 Q\ 23'-0" 34'-4" V1 DBL U o U TRIMMER DBL TRIMMER � Ov ARCH - •ago F4 C) E O I 21'-0" _t 35'-4" o 14'-0" Q' -O" lo 12'-411 5050 X0, SEAT 2030 SH TEMP a°J HT. 7'-6" HD. HT. Q ' y v tt 6050 XO J% �41, 4 -7-4o" HD. HT. `Z° �12.0 , (V J�' 6040 XO `Z4 6'-8" HD. HT. CrD jr WOOD SILL --v-- - WOOD 5111 TILEY'D SHWR _ O TUB ATOP 6 4.0' m TILE PATIO I I GLC. - 3.5' V I ��� - r' VV�� a GLC.- P S - - - cV PLATFORM GONG. - � HDU4 C1'-8" F DB L STUD `t 2468 HDU2 L = 36" ZERO -CLEARANCE GAS 57UD ~ I I w A MASTER - FIREPLACE w/ _ FR NON-COMBUSTIBLE HEARTH. XO O 2 _p j� NO L CARPET p 3068 BEDROOM 2 10 6 2 6 6 -8 N INSTALL PER MFR. SPEC. - O.D TYP. COFFER GLC. U) COFFER GLC. PROVIDE INSTALLATION TILE Q CARPET MANUAL ®SITE r �, _ G M5TR. HDU2 11-0y:211 HDU4 LIN. BATH 5.O„lo'-I" +� 4'-IOy2 4.0' I' -5y2 5 2 4E3 P 55050 Y `4. .i. 2668 TILE �p FIX w/ (2) 2050 SH,3 I I-624'-4" cy 4'- " a' GLC. X2 MULLED, 8'-O" HD. HT. HDU4 2668� a' GLCz CARPET cV HDU2 _ TEMP. O ARCH 3080 _ FR. - PROVIDE ISLAND I � „ SINK VENTING PER 3068 P 4 5 5HLV5. P 4 5 2'-7" m 3600 HALL = 2868 - � II' GLC: - - 12 GLC. _ - - SECTION15 C101 I LO. BREAK �i' GLC. O 5I TTI NO � m j� 3'-6" 5'-O" ,�-- Ir TILE I I � a' -O" 6'-8" I AREA Ll O Cl'ofi GLC.- I STUD PROVIDE 100 - - - - I F_ I 22"x30" 50. IN. VENT COFFER GLC. �8 - I I I DW I ATTIC, I IN DOOR MIN. CARPET r B$15 GAS 2-105 �8 RAISED I AGCES B$ B GAS FIREPLACE I I 868 FIREPLACE 113/ I � � _ , _ 4x - - - A I'-2" I MASTER I I p dJ 9 TILE SHWR w/ I O BEDROOM Ii. _ L I V I NO I I I _ j TEMP. GL. DR. 3068 TV COFFER GLC. T -r I ROOM U) 3._p.. I it .�p� 6' SND t� CARPET N COFFER GLC. TYP. I I p L DRY STR. II I CARPET I I q' GLC. i ATH 2 Sd = �G I TGHN I REF. TILE I a' CLO. i 10' GLC. m p e IX W TIL 7'-10" TILE 15�2,�< -I OLl OVENS -__- SEAT LIN. O I p =t TILE SHWR w/ Q N - `� I - - -a' CLO. _ TEMP. GL. ENCL. Q cv i _ 1"IH `9 yd � AN 2868 � - _ 16.0' 'O N 3 O z DBL I- O� -1 O BL RIMMER - 10icL�Z3 2868 = TO GAS W.H. w/ P.T. VALVE DISGHAROE O.S. ATOP PLATFORM X �A'T'}.} 8,. IQI TRIMMER OI +18" w/ i .p = Cl' GL6. 4'-:2" (01-611 068 SEISMIC `�TILE STRAPS TOP AND BOTTOM _ HALL = C. 3 -4 � 2468 SELF/ SHELVES _L]a' GL6. _ (2) 3068 CLOSER P 5 LINEN CARPET ry ARCH I 3068 - - - - I ,I Y2 L 1 TE -lOi�2 8'-O" 3'-8" 1'46" -loll 51 13'-1 Oy2" 21 2 ENTR = AI �8 jp 13' GLC. 10" O FANTR10�-A ALL INT. EXT. CHASES SHALLTILE DN D8� a' GLC. BE FIRE BLOCKED AT CLO. pBL D TILE OARAOE g rUD 15'CLO. HDU2 3080GONG. CARPET HDU2 1074 S.L., 1074 TEMP. 5.L., BEDROOM �DROOM 2 0 _ 2x6 WALL HERE DBL _ TEMP. I o t OTE: gTUD q' GL6. � o `r CARPET - GARAGE WALLS AND GLC. ARCH FIN. TO BE MIN. 2" GYP. BD. 0 0 y Ho I' -O" 'Sp�� m 2050 5H 4050 FIX 2050 SH 440U� �OJZ 6 OH Ci v I tio�4 5D1 NP• yiO�RID gJry 4050 5H w/ 2050 FX 4 ON EA. SIDE, 4 dG� FORGH FRONT WINDOWS INSET 2", TYP. -j MULLED _ 2.51 4016 FIX ARCH ABV., 2.5 15' OGu O• SEE ELEVS. Ot (3) 1620 FIX w/ Ii' -6" DBL TRIMMER SDI V I I .0 HD. HT., SEE ELEVS. •9 2.25' L=14.0' INCL. (1) 8'-0" WINDOW 18080 GAR. DR. I < I AND (3) 1'-6" WINDOWS ABOVE. HDU4 ARCH 0 10080 GAR. DR. SIM, TYP ALL SD4 WINDOWS 2._p,. 18'-O"7,21-011,11-& 10'-0" 1'-8" 22'-O" 13'-411 14'-0" 8'-8" 14'-0" 4'-O" 72'-0" 76'-O" BUTTE COUNTY 1AUG 2 2 2015 DEVELOPMENT SERVICES 17' - FLOOR f'L.AN THESE PLANS HA) REVIEWED FOR COI ONLY WITH THE Al TYP. Q8.0 HDU2 4x6 DBL 5 D ELECT. MAIN PANEL Revision: I Date: I By: W 4 Q\ rrTT11 V1 ISI U o U C � Ov � •ago F4 C) E O M'� o M W ' y 00 � 00 M W V1 O � F4 C) E O W 00 � CrD 0 PAYNE 2864 Date AUGUST 2016 Scale Drawn 057RO Y SK I Y Job 04-803 Sheet d O IR N Of Sheets NM t0 ci O N e -I 2-0� LAY OR } SYS• OOEE OU771 of I xf FASC GONG. FOR NEEP SCREED rRONT ELr-YATION 1/411 = 11-011 Lr -FT ELEVATION 11411 = 11 CCS R I (5HT ELEVATION 11411 11-011 REAR ELEVATION 11411 = 11-011 Revision: Date: By: N r �n 4 o0 o � W F� o ' ` M W WWF 0 oho C) W �CO � co co ARcy pRY A. * �T No. 212 /17 P,4 NE 2864 Date AUGUST 2016 Scale Drawn OSTROYSK I Y lob 04-803 Sheet 2 Of Sheets 2 d O fV N M O ci O N e -I FOUNDATION NOTF-5: I. GROUND IMMEDIATELY ADJACENT TO THE FOUNDATION SHALL BE SLOPED AWAY FROM THE BUILDING AT A SLOPE OF NOT LESS THAN 6' WITHIN THE FIRST IO FT. (5-% SLOPE). PER 2013 CRO SEOTION R40I.3 2. ALL FOOTINGS SHALL BE FOUNDED ON UNDISTURBED NATIVE SOIL. FOUNDATION PLAN T t_ THESE PLANS HAVE BEEN REV!ElNED FOR CCMPLIANCE ONLY WITH THE ATTACHED STRUCTURAL CALCULATIONS FOUNDATION PLAN STRUCTURAL NOTES: 1.) SEE TYPICAL NOTE SHEET SN AND TYPICAL DETAIL SHEETS SD1—SD4 FOR ADDITIONAL INFORMATION. 2.) PROVIDE ANCHOR BOLT SIZE AND SPACING PER N SHEAR WALL SCHEDULE AND TYPICAL DETAILS. N 3.) RECOMMENDED MINIMUM SLAB SECTION: A— 4" CONCRETE SLAB WITH #3 AT 15" O.C. SECURELY LOCATED AT MID—DEPTH OF SLAB. B— WATERPROOF MEMBRANE IN COMPLIANCE WITH ASTM E 1643 (DELETE AT EXTERIOR SLABS) -SEE SOILS REPORT IF APPLICABLE. C— 4" FREE DRAINING MATERIAL—SEE SOILS REPORT IF APPLICABLE. D— PROPERLY PREPARED SUBGRADE—SEE SOILS REPORT IF APPLICABLE. E— CONTRACTOR TO PROVIDE CONTROL JOINTS AT 10'-0" O.C. EA. WAY MAX. 4.) TYPICAL MINIMUM BEARING WALL FRAMING U.N.O.: EXTERIOR WALL: 2X6 DF STUD AT 16" O.C. UP TO 12'-0" HEIGHT, OTHERWISE =n 2X6 DF STUD AT 12" O.C. r INTERIOR WALLS: 2X4 DF STUD AT 16" O.C. 5.) SEE DETAIL 5/SD1 FOR TYPICAL STUD WALL ELEVATION AND TYPICAL WALL OPENING SCHEDULE. 6.) PLUMBING, SPRINKLER, AND MECHANICAL SUBCONTRACTORS SHALL COORDINATE ALL WALL PENETRATIONS WITH FRAMING SUBCONTRACTOR. 7.) SEE TYPICAL SHEAR WALL SCHEDULE FOR LOCATIONS WHERE 3X PT SILL PLATES ARE REQUIRED. 8.) ANY DISCREPANCIES BETWEEN FRAMING OR FOUNDATIONS SHOWN AND FIELD CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ENGINEER OF RECORD. 9.) ALL EXPOSED FRAMING SHALL BE PRESSURE TREATED WITH TREATMENT PROCESS AND APPLICATION APPROPRIATE FOR EXPOSURE ACCORDING TO MFR'S WRITTEN GUIDELINES. 10.) ALL STRUCTURAL MEMBERS SHALL BE FASTENED IN COMPLIANCE WITH 2013 CBC FASTENING SCHEDULE, TABLE 2304.9.1, UNLESS NOTED OTHERWISE. Revision: Date: By: N I � rT� 00 M � • w N .0 p •, a I�1 W rT, ' y 00 M W WWF � H O � 0 � mW W C*(D `v' J SSD ARc�, pRY A A�/�F * No. C21283 REN. /1 A F G PAYNE 2864 Date AUGUST 2016 Scale Drawn OSTROV 5 <I Y Job 04-803 Sheet 3 Of Sheets 2 rn 1p (V N M e -I O N ci ROOF PLAN STRUCTURAL NOTES: 1.) SEE TYPICAL NOTE SHEET SN AND TYPICAL DETAIL SHEETS SD1-SD4 FOR ADDITIONAL INFORMATION. 2.) TYPICAL ROOF SHEATHING (UNO): 5/8" THICK, APA, TECO, OR PITTSBURGH RATED SHEATHING, SPAN RATING 40/20, EXPOSURE 1 STRUCTURAL PANELS, APPLIED WITH LONG DIMENSION ACROSS SUPPORTS AND ADJACENT PANELS STAGGERED WITH 4' ENDS OFFSET 4'. EDGE NAIL WITH 8d COMMON OR EQUIVALENT (0.131" DIA X 2 1/2") AT 6" O.C. AT ALL PANEL EDGES, BOUNDARIES, GABLE ENDS, BLOCKING AND WHERE INDICATED ON PLAN. FIELD NAIL AT 12" O.C. PROVIDE 1/8" GAP AT ALL PANEL EDGES U.N.O. BY PANEL MANUFACTURER. AT ALL LOW SLOPE ROOFS PROVIDE (1) PANEL CLIP MIN. BETWEEN SUPPORTS AT ABUTTING PANEL EDGES. 3.) TYPICAL HEADER BELOW SHALL BE 6X8 DF -L #2 UNO. 4.) PROVIDE 4X POST MIN. AT ALL BEAM BEARING POINTS AND CONTINUE IN WALL TO FOUNDATION. 5.) ROOF FRAMING NOTE: PROVIDE SUPPORT FOR ALL RAFTERS, HIPS, VALLEYS, AND RIDGES AT ALL BEARING WALLS. CUT AND STACKED ROOF SYSTEMS SHALL BE BUILT TO THE CONVENTIONAL FRAMING REQUIREMENTS OF THE CALIFORNIA BUILDING CODE (CBC 2308.10). PURLINS, BRACES, INTERMEDIATE SUPPORTS, AND CONNECTIONS SHALL BE PROVIDED BY THE CONTRACTOR WHICH ARE CAPABLE OF TRANSMITTING ALL GRAVITY AND WIND LOADS TO THE FOUNDATION. THE FOLLOWING ADDITIONAL LIMITATIONS SHALL APPLY: A- RAFTER MAXIMUM SPANS: 1. 2X6 DF -L#2 AT 24" O.C.: 9'-6" 2. 2X6 DF -L#2 AT 16" O.C.: 12'-0" 3. 2X6 DF -L#2 AT 12" O.C.: 13'-0' 4. 2X8 DF -L#2 AT 24" O.C.: 13'-0" 5. 2X8 DF -L#2 AT 16" O.C.: 15-6 6. 2X10 DF -L#2 AT 24" O.C.: 16'-9" B- MINIMUM BRACE SIZE = 2X6 C- MAXIMUM BRACE SPACING = 4'-0" O.C. D- PURLIN SIZE SHALL MATCH THE SUPPORTED RAFTER SIZE U.N.O. E- CEILING JOIST MAXIMUM SPANS AT 24" O.C.: 1. 2X4 DF -L#2: 7'-2" 2. 2X6 DF -L#2: 10'-6" 3. 2X8 DF -L#2: 13'-3" (SOLID BLK MIDSPAN) 4. 2X10 DF -L#2: 16'-3" (SOLID BLK MIDSPAN) TRUSS OR RAFTER- F.A.U. -g" DIA. THREADED ROD F- CEILING JOIST MAXIMUM SPANS AT 16" O.C.: 1. 2X4 DF -L#2: 8'-9" 2. 2X6 DF -L#2: 12'-10" 3. 2X8 DF -L#2: 16'-3" (SOLID BLK MIDSPAN) 4. 2X10 DF -L#2: 19'-10" (SOLID BLK AT 8'-0" O.C.) 5. 11 7/8" BCI 5000 1.7: 21'-0" (SOLID BLK AT 7'-0" O.C.) G- TYPICAL HIP/VALLEY MAX SPAN BETWEEN SUPPORTS. 1. 2X8 DF -L#2: 10'-6" 2. 2X10 DF -L#1: 13'-0" 3. 1 3/4 X 7 1/4 LVL: 15'-6" SEE DETAILS 7/SD3 AND 8/SD3 FOR TYPICAL HIP/VALLEY BRACES. H- TYPICAL RIDGE 2X10 DF#2 U.N.O. WITH 6'-0" MAX SPAN BETWEEN SUPPORTS. SEE DETAILS 6/SD3 FOR TYPICAL RIDGE BRACES. 6.) PROVIDE POS. ATTACHMENT OF ALL POST TO BEAM, BEAM TO BEAM, BEAM TO POST, AND POST TO POST CONN'S WITH (2) ST22 STRAPS MIN. AND A35 CLIPS, U.N.O. PER PLAN AND DETAILS. 7.) ANY DISCREPANCIES BETWEEN FRAMING SHOWN AND FIELD CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ENGINEER OF RECORD. 8.) ALL EXPOSED FRAMING SHALL BE PRESSURE TREATED WITH TREATMENT PROCESS AND APPLICATION APPROPRIATE FOR EXPOSURE ACCORDING TO MFR'S WRITTEN GUIDELINES. 9.) PROVIDE METAL HANGERS PER 12/SD1 AS REQUIRED, UNLESS NOTED OTHERWISE. 10.) ALL STRUCTURAL MEMBERS SHALL BE FASTENED IN COMPLIANCE WITH 2013 CBC FASTENING SCHEDULE, TABLE 2304.9.1, UNLESS NOTED OTHERWISE. 11.) SEE NOTE SECTION 8 -SN FOR ROOF TRUSSES BY OTHERS. 12.) ROOF TRUSS LAYOUT SHALL BE REVIEWED BY ENGINEER AS TRUSS DESIGNS BECOME AVAILABLE FROM TRUSS MANUFACTURER. CONTRACTOR SHALL OBTAIN SIGNED TRUSS REVIEW LETTER FROM THE ENGINEER OF RECORD AND BUILDING DEPARTMENT APPROVAL PRIOR TO CONSTRUCTION. 13.) CONTRACTOR TO VERIFY THE LOCATION AND LOADING OF ALL TRUSS TO TRUSS MECHANICAL CONNECTIONS. IMMEDIATELY NOTIFY TRUSS COMPANY OF ANY DISCREPANCIES. I �" x 1�" ANGLE w/ (2) 4" x 2" LONG LAO BOLTS INTO TOP CHORD OF TRUSS, TYP. 4x8 DF 4x8 DF #2 --2 4x8 I DF #2 IFLUSH 4x8 DF #21 SD4 TYP. 5�xcI4 LVL I' HU HGR I I I 3 x-74 LVL I HU HOR 3�x'514 LVL 6x10 DF 2 SD4 4$ ° TYP 6x10 DF 4x8 DF #2---,, I mpj F, 6x12 DF #2 6x123"x7 LVL DF #2 HDR HU HOR AQ�'5 "xQ4 LVL Q #2 OVERFRAMINO PER &/SD4 '4X10 1 DF #2 4x10 DF #2 NOTE: ROOF SHEATH I NO AND O ABLE END ATTIC WALLS SHALL BE "TECH SHIELD" RADIANT -BARRIER OR EQ. CrEDy C7 '38 rn EXP. C 13001 IL N� CNI! x 1� OF Cf�1�iF4P THESE PLAINS HAVE BEEN cVIEWED FOR CCNIPLIANCE NLY WITH THE ATTACHED ni� RUCTURAL CALCULATIONS 5�"xllj LVL HU HOR 5�"x-T4 LVL HU HOR ril I II _ _ �t 5�"xl l j LVL -5.1K DRAG ATTIC MTD. F.A.U., TRUSS SEE NOTE b ROOF NOTES, SEE DETAIL/ ( 4 6x10 DF #2 Com' 1�" x 1�" ANGLE w/ NUTS SEISMIC RESTRAINTS AND WASHER, TYP. (4) DIRECTIONS 6x12 DF #2 O I RDER TRUSS -WATERTIGHT CORROSION 6x12 DF #2 RE515TANT METAL DRIP PAN -- --- I � - F.A.U. MOUN71N Wa 5F.OTIOI ' A-4 1/4" = 1'-011 6x12 DF #I GIRDER TRUSS 6xIO DF #2 _ ROOF FRAM I NO PLAN 1/4" = 11-011 1 N IL Q x 1z RAFTER � GJ PER NOTE 4/SD4 CLIP DRAG TRUSS TO TOP PLATE w/ (a) A55 CLIPS EDGE NAIL ROOF PLY AT DRAG TRUSS 6 SD4 TYP. ARGHITEGTURAL ROOF NOTES I I. ROOF PITCH SHALL BE: 4:12, TYP. 5. REQUIRED ATTIC, VENTILATION: 44t15 / 150 = 2cl.a6 50. FT. OF NET FREE AREA 2. ROOF O.H. SHALL BE: 1'-0" ® ALL SIDES VENTILATION REQUIRED. 3. ROOF GOVERINO SHALL BE: GONG. TILE • LOW VENTING: PROVIDE MIN. (&6) 3y2"x223/8" EAVE VENTS ® .55 50. FT. EACH. TOTAL LOW 4. ATTIC MOUNTED F.A.U. PROVIDE SERVICE LIGHT VENTING PROVIDED: 28.3& 50. FT. OF NET w/ SWITCH ® ACCESS HOLE. PROVIDE IIOV FREE AREA. SERVICE OUTLET ® UNIT. PROVIDE 24" WIDE • HIGH VENTING: PROVIDE (5) I&Y2"xc1" DORMER CATWALK FROM ACCESS HOLE TO 50" SGS. x 30" VENTS ® .bQ 50. FT.. TOTAL HIGH VENTING HIGH CLEAR MAINTENANCE PLATFORM ® UNIT. PROVIDED: 2.07 50. FT. OF NET FREE AREA. Revision: Date: By: N T-0 H 4 opo rrte�,, Fri U an E Wo ' ` OA M W W �Ho o� o n o r 00 W w � til c AR C� 21283 RE . 7f^ C PAYNE 2864 Date AUGUST 2016 Scale Drawn 05TR0V5<'T' Job 04-803 Sheet 4 Of Sheets ELEGTR I GAL SYMBOLS WATER HEATER MANDATOR)' FEATURES WATER HEATING SYSTEMS USING GAS OR PROPANE WATER HEATERS TO SERVE INDIVIDUAL DWELLING UNITS SHALL INCLUDE THE FOLLOWING COMPONENTS: I. A 120V ELECTRICAL RECEPTACLE THAT 15 WITHIN 5 FEET FROM THE WATER HEATER AND ACCESSIBLE TO THE WATER HEATER WITH NO 0155TRUCTIONS 2. A CATEGORY III OR IV VENT, OR A TYPE B VENT WITH STRAIGHT PIPE BETWEEN THE OUTSIDE TERMINATION AND THE SPACE WHERE THE WATER HEATER 15 INSTALLED 5. A CONDENSATE DRAIN THAT IS NO MORE THAN 2 INCHES HIGHER THAN THE BASE OF THE INSTALLED WATER HEATER, AND ALLOWS NATURAL DRAINING WITHOUT PUMP A551 STANOE 4. A GAS SUPPLY LINE WITH A CAPACITY OF AT LEAST 200,000 BTU/HR. BASELINE WATER USE - 3 BEDROOM RESIDENCE FIXTURE TYPE SINGLE POLE SWITCH GLC. MTD. FIXT. CEILING FAN w/ LIGHT 3 THREE WAY SWITCH FLUORESCENT GLC. MTD. FIXT. 2. ALL IS 4 20 AMP BRANCH CIRCUITS SUPPLYING OUTLETS INSTALLED IN BEDROOMS, FAMILY ROOMS, x DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, 5UNROOM5, RECREATION ROOMS, x HALLWAYS, CLOSETS OR SIMILAR ROOMS, SHALL BE INSTALLED WITH A COMBINATION ARG -FAULT x G I ROU I TS INTERRUPTERS. D DIMMER SWITCH LAV. FAUCETS (RESIDENTIAL) LED GLC. MTD. FIXT. Ix, CEILING FAN NO LIGHT $D3 DIMMER/5-WAY SWITCH x RECESSED GLC. FIXT. 5. UNDER CABINET �T TIMER SWITCH x ELEG. BALLAST, Ix FLUORE50ENT LIGHTING 6. ALL HARDWIRED DETECTORS SHALL BE INTERCONNECTED. 7. AIR -TIGHT, IG RATED GRAVITY TANK -TYPE W.C.'s FLUORESCENT FIXTURE os OCCUPANCY SENSOR jxI 410.8. Ix, FLUORESCENT = 15.56 TOTAL BASELINE WATER USE (BWU) = 157.16 REGE55ED GLC. FIXT. = 51ONAL PUSH BUTTON w DUPLEX REGEPT. � O' U LED O PUCK LIGHT W REGE55ED GLC. FIXT. o 220 VOLT OUTLET N � M �1 ' y DUPLEX SPLIT WIRED $ MINI RECESSED GLC. FIXT. PANEL BOARD }- WALL MTD. FIXTURE EP ELEG. DI5GONNEGT QUAD. REGEPT. WWF FLUORESCENT 110 V. SMOKE DETECTOR FLOOR OUTLET H WALL MTD. FIXTURE O di --©- TRACK FIXTURE O EXHAUST FAN a TV OUTLET o PENDANT LIGHT ® WHOLE HOUSE VACUUM PHONE OUTLET O� CONNECTION SCONCE FIXTURE CM IIOv CARBON MONOXIDE @ TV/PHONE OUTLET oCO ALARM W BATTERY U W -b- MINI SCONCE FIXTURE BACKUP VP SUITABLE FOR DAMP LOCATION n MOTION -ACTIVATED _ AUTOMATIC GARAGE -}- FUEL GAS OUTLET SECURITY LIGHT - r -+ L DOOR OPENER LISTED IN - ACCORDANCE w/ UL 525, W GFI OUTLET I. ALL LIGHTING FIXTURES SHALL BE A55UMED INCANDESCENT U.O.N. AS LED OR FLUORESCENT. 2. ALL EXTERIOR LIGHTING FIXTURES SHALL BE "SUITABLE FOR DAMP LOCATIONS" WATER HEATER MANDATOR)' FEATURES WATER HEATING SYSTEMS USING GAS OR PROPANE WATER HEATERS TO SERVE INDIVIDUAL DWELLING UNITS SHALL INCLUDE THE FOLLOWING COMPONENTS: I. A 120V ELECTRICAL RECEPTACLE THAT 15 WITHIN 5 FEET FROM THE WATER HEATER AND ACCESSIBLE TO THE WATER HEATER WITH NO 0155TRUCTIONS 2. A CATEGORY III OR IV VENT, OR A TYPE B VENT WITH STRAIGHT PIPE BETWEEN THE OUTSIDE TERMINATION AND THE SPACE WHERE THE WATER HEATER 15 INSTALLED 5. A CONDENSATE DRAIN THAT IS NO MORE THAN 2 INCHES HIGHER THAN THE BASE OF THE INSTALLED WATER HEATER, AND ALLOWS NATURAL DRAINING WITHOUT PUMP A551 STANOE 4. A GAS SUPPLY LINE WITH A CAPACITY OF AT LEAST 200,000 BTU/HR. BASELINE WATER USE - 3 BEDROOM RESIDENCE FIXTURE TYPE FL (W RATE ELECTRICAL NOTES DAILY I. PROVIDE AN ADDITIONAL 20 AMP BRANCH CIRCUIT FOR EACH BATHROOM AND LAUNDRY. THESE CIRCUITS SHALL SERVE NO OTHER OUTLETS. 2. ALL IS 4 20 AMP BRANCH CIRCUITS SUPPLYING OUTLETS INSTALLED IN BEDROOMS, FAMILY ROOMS, x DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, 5UNROOM5, RECREATION ROOMS, x HALLWAYS, CLOSETS OR SIMILAR ROOMS, SHALL BE INSTALLED WITH A COMBINATION ARG -FAULT x G I ROU I TS INTERRUPTERS. 5. PROVIDE (2) OR MORE 20 -AMP SMALL APPLIANCE BRANCH CIRCUITS EVENLY PROPORTIONED IN THE LAV. FAUCETS (RESIDENTIAL) KITCHEN, PANTRY, BREAKFAST ROOM, DINING ROOM, OR 51MILAR AREA TO SERVE ALL WALL AND Ix, FLOOR OUTLETS. SUCH CIRCUITS SHALL HAVE NO OTHER OUTLETS. 4. ALL 125 VOLT, 51NOLE PHASE, 15 AND 20 AMP RECEPTACLES SHALL BE LISTED TAMPER RESISTANT x RECEPTACLES. 5. FIXTURES, LAMP HOLDERS AND RECEPTACLES OUTLETS SHALL BE SECURELY SUPPORTED. A FIXTURE KITCHEN FAUCETS THAT WEIGHS MORE THAN bibs OR EXCEEDS 16in. IN ANY DIMENSION SHALL NOT BE SUPPORTED BY THE x SCREW SHELL OF A LAMP HOLDER PER 2015 GEC, SECTION 410.15. (o). OUTLET BOXES SHALL NOT BE Ix USED A5 THE SOLE SUPPORT FOR CEILING FANS PER 2015 SECTION 514.27 (o $ d). 6. ALL HARDWIRED DETECTORS SHALL BE INTERCONNECTED. 7. ALL GARAGE, LAUNDRY ROOM, AND UTILITY ROOM LIGHTING SHALL BE HIGH-EFFIGAGY AND GRAVITY TANK -TYPE W.C.'s CONTROLLED BY A MANUAL -ON OCCUPANCY SENSOR. 8. LIGHT FIXTURES SHALL COMPLY W THE CLEARANCE REQUIREMENTS SPECIFIED IN 2015 GEC, ARTICLE jxI 410.8. Ix, 4 WATER HEATER MANDATOR)' FEATURES WATER HEATING SYSTEMS USING GAS OR PROPANE WATER HEATERS TO SERVE INDIVIDUAL DWELLING UNITS SHALL INCLUDE THE FOLLOWING COMPONENTS: I. A 120V ELECTRICAL RECEPTACLE THAT 15 WITHIN 5 FEET FROM THE WATER HEATER AND ACCESSIBLE TO THE WATER HEATER WITH NO 0155TRUCTIONS 2. A CATEGORY III OR IV VENT, OR A TYPE B VENT WITH STRAIGHT PIPE BETWEEN THE OUTSIDE TERMINATION AND THE SPACE WHERE THE WATER HEATER 15 INSTALLED 5. A CONDENSATE DRAIN THAT IS NO MORE THAN 2 INCHES HIGHER THAN THE BASE OF THE INSTALLED WATER HEATER, AND ALLOWS NATURAL DRAINING WITHOUT PUMP A551 STANOE 4. A GAS SUPPLY LINE WITH A CAPACITY OF AT LEAST 200,000 BTU/HR. BASELINE WATER USE - 3 BEDROOM RESIDENCE FIXTURE TYPE FL (W RATE DURATION DAILY KITCHEN LIGHTING OCCUPANTS LONel PER DAY 5HOWERHEADS (RESIDENTIAL) 2.5 x 8 MIN. x I x 4 = 80 LAV. FAUCETS (RESIDENTIAL) 2.2 Ix, .25 MIN. x 5 x 4 = 6.6 KITCHEN FAUCETS 2.2 x 4 MIN. Ix I x 4 = 55.2 GRAVITY TANK -TYPE W.C.'s 1.28 jxj I FLUSH jxI 5 Ix, 4 = 15.56 TOTAL BASELINE WATER USE (BWU) = 157.16 141 (BWU) x .80 = ALLOWABLE WATER USE = 112.8 REQUIRED 20% REDUGTI ON IN BASELINE WATER USE GALGULATI ON TABLE FIXTURE TYPE FLOW RATE ( m) DURATION DAILY USES KITCHEN LIGHTING OCCUPANTS GALLONS PER DAY 5HOWERHEAD5 (RESIDENTIAL) 1.55 x 8 MIN. x I x 4 LUMINAIRE TYPE: HIGH EFFIGAGY: LAV. FAUCETS (RESIDENTIAL) 2.0 x .25 MIN. x 5 x 4 = 6 KITCHEN FAUCETS 1.5 x 4 MIN. x I x 4 = 24 GRAVITY TANK -TYPE W.C.'s 1.25 x I FLUSH x 5 x 4 = Ict.2 ALLOWABLE DAILY WATER USE: 112.8 GALLONS PROPOSED DAILY WATER USE: 104.56 GALLONS . 1... "-• --- . . . -- ---. _._.. ..._ V/P VERIFY V � I � LOCATION 7., FI /MSTR. A/C UNIT BATS -I 220 OF i i GOVR'D PATIO I I GP I I GFI =W >c - - x DINING W.I .G. SITTING F----- I AREA --------- - NP qp MASTER BEDROOM I � „� LIVING ROOM t \ I I ® ( I Q GFI +BALL. �- - - - -j V/P I I - - 'BATH o O 3 -------- v GNN � a c o _ _ o BEDROOM 2 VENTILATION REQUIREMENTS 1. KITGHEN 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"4) 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 5 SONE MAXIMUM. G. THE FAN SHALL BE DUCTED TO THE OUTSIDE w/ A MINIMUM 4"(P SMOOTH DUCT (75' MAXIMUM RUN H/ (2) ELBOWS OR FITTINGS). D. BATHROOM EXHAUST FANS MUST BE CONTROLLED BY A HUMIDISTAT CONTROL CAPABLE OF ADJUSTMENT BETWEEN A RELATIVE HUMIDITY RANGE OF 50 TO e>O%. 2015 C5550 SECTION 4.506. 3. WHOLE - BUILDING VENTILATION: SEE GFIR (ENERGY CALCULATIONS) FOR WHOLE BUILDING VENTILATION REQUIRED CFM. ONE BATHROOM FAN SHALL BE 70 CFM. MIN. w/ A MAXIMUM N015E RATING OF I SONE. THE SWITCH SHALL BE LABELED "VENTILATION CONTROL." WP 0 L__J I T I L_I 0._01OVR'i DEN NOTE: PROVIDE LIGHT 4 110 VOLT OUTLET AT ATTIC, MTD. F.A.U. � I co � ;HALL / KITCHEN REF. MASTER BEDROOM 2 I,� I 1k I L'DR`I' iGFI I v/P I D I JGFI m _ _ _ __ m@ GF Fy GFI GFI 220 V. (�H) \_ELEO. SUB -PANEL. SEE CALGREEN RESIDENTIAL MANDATORY MEASURES, I I 4.106.4.1 FOR ELECTRIC VEHICLE CHARGING I I GFIV69REQ'S. PROVIDE SEPARATE GROUNDING I I WIRE FROM EACH PANEL TO ELEG. MAIN I I I I ELr-GTRIOAL PLAN 1/4" = 1'-0" 1 2C, 5-1 MF Revision: Date: By: KITCHEN LIGHTING SCHEDULE: A B LUMINAIRE TYPE: HIGH EFFIGAGY: WATTS: QUANTITY: HIGH EFFICACY WATTS: OTHER WATTS: COMPACT FLUOR. YES 26 7 182 PENDANT NO 100 2 00 200 5' FLUOR. TUBE YES 25 2 50 V 2' FLUOR. TUBE YES 17 2 54 ISI U � TOTAL (A): 266 TOTAL (5):200 COMPLIES IF A >/= B YES X NO w � O' U 1 2C, 5-1 MF Revision: Date: By: N 4 00 V o ISI U � u p„ w � O' U W o N � M �1 ' y 00 M W WWF H O di W o O� o oCO � U W � AR 0 * No. C2 N. 83 /17 PAYNE 2864 Date AUGUST 2016 Scale Drawn 05TROVSK 1 Y Job 04-803 Sheet 5 Of Sheets 2 a N M (D r -I O 04 GENERAL STRUCTURAL NOTES 1. GENERAL 3. CONCRETE / REINFORCING CONTINUED 6. FRAMING / LUMBER CONTINUED 9. DESIGN LOADS A) ALL WORK SHALL CONFORM TO THE 2013 CBC AND ALL APPLICABLE LOCAL CODES. 1) REINFORCEMENT COVER SHALL BE AS FOLLOWS: 6-4 POSTS/TRIMMERS: A) THE STRUCTURE HAS BEEN DESIGNED FOR THE FOLLOWING CRITERIA PER CBC CHAPTER 16, CRIPPLE WALLS: CRIPPLE WALLS SHALL BE A MINIMUM OF 14" IN HEIGHT. FOR LESSER DIVISIONS I, II, III, AND IV U.N.O.: B) THE ENGINEER (SUMMIT STRUCTURAL DESIGN) HAS PROVIDED AND IS RESPONSIBLE FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO SOIL: 3" A.) SUPPORT: SUPPORT ALL UPPER LEVEL POSTS AND TRIMMERS IN LOWER LEVELS WITH ABBREVIATIONS SPECIFIC STRUCTURAL ITEMS ONLY. ALL OTHER REQUIREMENTS OF THE BUILDING CODE CONCRETE WITH SOIL OR WEATHER EXPOSURE: EQUIVALENT FRAMING AND BLOCK OR OTHERWISE FRAME POSTS THROUGH FLOOR SYSTEMS. B) SEISMIC: INCLUDING WATERPROOFING, FIREPROOFING, DRAINAGE, HANDICAP ACCESSIBILITY, EGRESS #5 BARS AND SMALLER 1 %" E.) NOTCHED OR CUT STUDS: NOTCHED AND/OR CUT STUDS TO CLEAR ANCHOR BOLTS ARE SEISMIC IMPORTANCE FACTOR: 1 REQUIREMENTS, PARKING, AND ALL OTHER DESIGN REQUIREMENTS NOT SPECIFICALLY SHOWN #6 BARS AND LARGER 2" B.) WHERE POSTS WITH COLUMN CAPS OR BEARING PLATES ARE SPECIFIED, THE LOAD IS TO BE MAPPED SPECTAL RESPONSE ACCELERATIONS: Ss = 0.617, S1= 0.276 IN THE STRUCTURAL DESIGN CALCULATIONS, ARE THE RESPONSIBILITY OF THE CONTRACTOR OR CONCRETE WITHOUT SOIL OR WEATHER EXPOSURE: 3/4" TRANSFERRED TO THE FOUNDATION BY VERTICAL GRAIN ONLY, U.N.O. SEISMIC SITE CLASS: D OWNER. SHOULD ANY CHANGES BE MADE FROM THE DESIGN AS SPECIFIED IN THESE SPECTRAL RESPONSE COEFFICIENTS: SDS = 0.537, SDI = 0.340, Cs = 0.08 DOCUMENTS WITHOUT THE WRITTEN APPROVAL FROM THE ENGINEER, THEN THE ENGINEER J) REINFORCEMENT SHALL BE GRADE 60 PER ASTM A615 U.N.O. LAP BOTTOM REINFORCING (60) 6-5 WALL FRAMING: ANCHOR BOLT SEISMIC DESIGN CATEGORY: D WILL ASSUME NO RESPONSIBILITY FOR ANY ELEMENT OR SYSTEM OF THE STRUCTURE. BAR DIAMETERS U.N.O. AND LAP TOP REINFORCING, PLACED ABOVE 12 OF CONCRETE OR F.) LET -IN BRACES: LET IN BRACES SHALL NOT BE USED FOR TEMPORARY BRACING ON ANY BASIC SEISMIC -FORCE -RESISTING SYSTEM: LIGHT FRAMED SHEAR WALLS ADDITIONAL L MORE, (80) BAR DIAMETERS U.N.O. A.) DOUBLE TOP PLATE SPLICES: SPLICES AND JOINTS IN DOUBLE TOP PLATE OF STUD BEARING SEISMIC BASE SHEAR: 12.1 KIPS C) THE DRAWINGS AND CALCULATIONS REPRESENT THE FINISHED STRUCTURE, AND, UNLESS ADJACENT WALL SHALL OCCUR AT THE CENTER LINE OF SUPPORTING STUD. TOP PLATE SPLICES OF STUD RESPONSE MODIFICATION FACTOR: R = 6.5 SPECIFICALLY NOTED OTHERWISE, DO NOT SHOW THE METHOD OF CONSTRUCTION. THE K) #5 AND LARGER REBAR SHALL NOT BE RE-BENT. WALLS SHALL BE 48 LONG WITH (12) 16d SINKERS EACH SIDE OF EACH SPLICE U.N.O. WHERE ALTERNATE ANALYSIS PROCEDURE USED: EQUIVALENT STATIC FORCE PROCEDURE CONTRACTOR IS RESPONSIBLE FOR THE METHOD OF CONSTRUCTION, AND SHALL PROVIDE ALL SPLICE IS INTERRUPTED, USE ST6224 STRAP U.N.O. ARCH ARCHITECTURAL MEASURES NECESSARY TO PROTECT THE PUBLIC, CONSTRUCTION WORKERS, AND THE L) ALL REINFORCING STEEL AND ANCHOR BOLTS SHALL BE ACCURATELY LOCATED ANDC) LONGITUDINAL WIND: SEE NOTE 6-1 D FOR SILL AND ANCHOR BOLT SPECIFICATIONS. STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE FORMING, SHORING, ADEQUATELY SECURED IN POSITION BEFORE AND DURING CONCRETE PLACEMENT. B.) FIRE BLOCKS: FIRE BLOCK STUD WALLS AT MID -HEIGHT WHERE STUD LENGTH EXCEEDS 10'-0". WIND SPEED: 110 MPH BRACING, SCAFFOLDING, ETCETERA. BLKG BLOCKING WIND EXPOSURE: C LAMINATED VENEER LUMBER C.) MIS -PLACED ANCHOR BOLTS: WHERE ANCHOR BOLTS HAVE BEEN INCORRECTLY PLACED, WALL_FRAMING RECEIVING NAILING AT 3" ON CENTER OR LESS SHALL BE 3X NOMINAL U.N.O. BM D) IF A PARTICULAR FEATURE OF CONSTRUCTION IS NOT FULLY SHOWN ON THE DRAWINGS OR IN 6. FRAMING/LUMBER USE SIMPSON SET EPDXY WITH ANCHOR OF SAME DIAMETER WITH 7" EMBEDMENT IN D) LIVE LOADS: PER PLANS AND DETAILS. THE CALCULATIONS, THEN IT SHALL BE CONSTRUCTED IN THE SAME CHARACTER AS SIMILAR BOTTOM CONCRETE AND INSTALLATION PER MANUFACTURERS RECOMMENDATIONS AND CURRENT ROOF 20 PSF CONDITIONS THAT ARE SHOWN ON THE DESIGN DOCUMENTS. E) ANY CONDITIONS NOTED AS EXISTING MUST BE FIELD VERIFIED BY THE CONTRACTOR, AND ANY DISCREPANCIES MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER WITHOUT PROCEEDING WITH CONSTRUCTION PRIOR TO THE REVIEW OF THE ENGINEER. F) ALL WATERPROOFING AND FLASHING (ROOFS, FOUNDATIONS, GARAGE FLOORS, ETC...) IS THE RESPONSIBILITY OF THE CONTRACTOR OR OWNER. G) SHOP DRAWINGS: SHOP DRAWINGS ARE SUPERCEDED BY THE STRUCTURAL DRAWINGS UNDER ALL CIRCUMSTANCES. THE GENERAL CONTRACTOR SHALL VERIFY THAT ALL CONSTRUCTION IS IN FULL AGREEMENT WITH THE LATEST STRUCTURAL DRAWINGS. REVIEW OF SHOP DRAWINGS BY THE ENGINEER OF RECORD DOES NOT GUARANTEE IN ANY WAY THE THE SHOP DRAWINGS ARE CORRECT, NOR DOES IT INFER THAT THEY SUPERCEDE THE STRUCTURAL DRAWINGS. H) WALL FINISH SYSTEMS SUCH AS STUCCO SHALL BE APPLIED OVER FOAM BASE OR OTHER METHOD OF ADEQUATELY ALLOWING THE FINISH TO EXPAND AND CONTRACT WITHOUT CRACKING. THE OWNER OR CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEFECTS IN THE FINISHES. 1) SPECIAL INSPECTION: SPECIAL INSPECTION PER SECTION 1701 OF THE CBC SHALL BE PROVIDED FOR THE FOLLOWING TYPES OF CONSTRUCTION: EPDXY/MECHANICAL CONCRETE ANCHORS (IF APPLICABLE) THE SPECIAL INSPECTOR SHALL BE ACCEPTABLE TO THE STRUCTURAL ENGINEER AND BUILDING DEPARTMENT, SHALL BE ICBO 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 FROSTLINE (12" TO 24" AS PER LOCAL REQUIREMENTS). E) BOTTOM OF ALL FOUNDATION TRENCHES SHALL BE CLEAN AND LEVEL. F) ALL FINISHED GRADE SHALL SLOPE AT A MINIMUM SLOPE OF 5% AWAY FROM ALL FOUNDATIONS A MINIMUM OF 10 FEET HORIZONTAL. G) FOUNDATIONS SHALL NOT BE SCALED FROM PLAN OR DETAIL DRAWINGS. H) FILL MATERIAL SHALL BE FREE FROM DEBRIS, VEGETATION, AND OTHER FOREIGN SUBSTANCES. 1) USE 4" DIAMETER PERFORATED PIPE SUB -DRAIN BEHIND ALL RETAINING WALLS. SLOPE PIPE TO DRAIN TO DAYLIGHT. J.) FOR FOOTINGS PLACED ON OR ADJACENT TO SLOPES, A GEOTECHNICAL ENGINEER MUST APPROVE FOOTING PLACEMENTS IN VIOLATION OF FIGURE 1808.7.1 OF 2013 CBC. THIS ENGINEER SHALL NOT BE LIABLE FOR ANY FOUNDATION NOT IN STRICT CONFORMANCE TO SECTION 1808 OF THE 2013 CBC. 3. CONCRETE / REINFORCING A) CONCRETE SHALL HAVE A MINIMUM 28 DAY STRENGTH OF 2,500 PSI U.N.O. C) ALL CEMENT USED SHALL CONFORM TO ASTM C-150 AND SHALL BE TYPE II OR TYPE III LOW ALKALI. D) AGGREGATE SHALL CONFORM TO ASTM C-33 AND SHALL NOT CONTAIN MATERIALS WHICH ARE ALKALI REACTIVE AS DETERMINED BY ASTM C-227, 289, AND 295. IF TEST DATA IS UNAVAILABLE IN REGARDS TO ALKALI REACTIVE MATERIALS, PROVIDE CEMENT WITH A MAXIMUM ALKALI CONTENT LESS THAN 0.45% BY WEIGHT. E) CONCRETE EXPOSED TO FREEZING OR THAWING SHALL BE PROTECTED IN ACCORDANCE TO THE LATEST EDITION OF THE ACI 318. F) SLABS ON GRADE SHALL BE PER THE CONTRACTOR. SUMMIT STRUCTURAL DESIGN RECOMMENDS THE FOLLOWING AS A MINIMUM SLAB -ON -GRADE: AT GARAGE SLABS, USE 4" THICK S.O.G. WITH #3 BARS AT 15" O.C. EACH WAY ABOVE MID -DEPTH OF SLAB, OVER MOISTURE BARRIER IN COMPLIANCE WITH ASTM E 1643, OVER 4" AGGREGATE BASE. USE 3-1/2" SLAB WITH#3 AT 15" E.W. ABOVE MID -DEPTH OF SLAB, OR 6X6 WWF ABOVE MID -DEPTH OF SLAB WITH SAME SUB - SLAB BUILDUP AT ALL OTHER AREAS. G) SAW -CUT TOP 3/4" OF SLAB FOR CRACK CONTROL AT INTERVALS NOT TO EXCEED 10'-0" WHERE SLAB IS REINFORCED, SAW CUT AT INTERVALS NOT TO EXCEED 7'-0" WHERE SLAB IS UN -REINFORCED. 6-1 MATERIALS: A.) SHEATHING: 1. ROOF SHEATHING: SEE PLANS 2. FLOOR SHEATHING: SEE PLANS 3. WALL SHEATHING: SEE PLANS B.) GLUE -LAMS: GLUE -LAMS SHALL BE 24F -V4 U.N.O. WITH A CAMBER OF R=1600' U.N.O. GLUE -LAMS EXPOSED TO WEATHER MUST BE RATED FOR EXTERIOR USE BY THE MANUFACTURER GLUED LAMINATED FABRICATON SHALL BE PERFORMED IN AN APPROVED FABRICATORS SHOP IN ACCORDANCE WITH CBC 2303.1.3, AITC A190.1, AND ASTM D 3737. BEAM INSPECTION CERTIFICATES SHALL BE SUBMITTED TO THE FIELD INSPECTOR PRIOR TO COMPLETION OF FRAME INSPECTION IN ACCORDANCE WITH CBC 1704.2. C.) MICRO -LAMS: MICRO -LAMS (LAMINATED VENEER LUMBER) SHALL HAVE FB = 3100 PSI AND FV = 285 PSI MIN., AND SHALL BE MANUFACTURED, APPROVED AND IDENTIFIED AS PER NER-481. D.) SILL PLATES: SILL PLATES SHALL BE PRESSURE TREATED DOUGLAS FIR WITH 1/2" DIAMETER ANCHOR BOLTS AND 3" X 3" X.229" PLATE WASHERS LOCATED AT 6'-0" O.C. MAX. WITH ONE BOLT LOCATED 1'-0" MAXIMUM FROM EACH END OF EACH PIECE. RE -TREAT CUT ENDS WHERE REQUIRED. E.) FRAMING LUMBER: ALL FRAMING LUMBER SHALL BE DOUGLAS FIR LARCH AS GRADED BY THE W.W.P.A. OR W.C.L.I.B. AND SHALL HAVE A MOISTURE CONTENT LESS THAN 19%, U.N.O. 1. STUDS SHALL BE STUD GRADE OR BETTER. 2. ALL POSTS SHALL BE DF -L #1 U.N.O. 3. 2X AND 3X RAFTERS SHALL BE DF -L #2 U.N.O. 4. 2X JOISTS SHALL BE DF -L #2 U.N.O. 5. CONCEALED BEAMS SHALL BE DF -L #2. 6. EXPOSED BEAMS SHALL BE DF -L #1 APPEARANCE GRADE FOHC (4X6 AND LARGER). 7. ALL BEAMS 6X AND LARGER SHALL BE FREE OF HEART CENTER. F.) NAILS: ALL NAILS SHALL BE COMMON U.N.O. WHERE EXPOSED TO WEATHER OR WITHIN 18" OF FOUNDATION, NAILS SHALL BE GALVANIZED. G.) BOLTS AND LAG SCREWS: BOLTS AND LAG SCREWS SHALL BE ASTM A-307 U.N.O. AND PROVIDED NEW AND WITHOUT EXCESSIVE RUST. H.) ALL HARDWARE CALLED SHALL BE SIMPSON STRONG -TIE CO., OR ENGINEER APPROVED EQUIVALENT, INSTALLED PER MANUFACTURER'S RECOMMENDATIONS WITH ALL HOLES FILLED WITH RECOMMENDED FASTENERS. USP HARDWARE MAY BE USED IN LIEU OF SIMPSON HARDWARE WITH WRITTEN APPROVAL FROM STRUCTURAL ENGINEER OF RECORD. ALL METAL HANGERS, CONNECTORS, AND FASTENERS IN CONTACT WITH PRESSURE TREATED WOOD SHALL BE STAINLESS STEEL OR OTHERWISE CERTIFIED BY THE MANUFACTURER TO RESIST CORROSION CAUSED BY THE SPECIFIC TREATMENT APPLIED TO THE WOOD AND/OR METALS. I.) MANUFACTURED "I" JOISTS: MANUFACTURED I JOISTS (SUCH AS TRUSS JOISTS) SHALL BE INSTALLED PER THE MANUFACTURES RECOMMENDATIONS USING A DEFLECTION LIMIT OF L/480 UNLESS NOTED OTHERWISE. USE A MANUFACTURED 1-1/4" RIM BOARD (SUCH AS TIMBER STRAND) WITH ALL "I" JOISTS. USE A DOUBLE RIM OR 1-3/4" LVL RIM AT ALL LOCATIONS WHERE LEDGERS ARE USED (SUCH AS DECK LEDGERS). 6-2 GENERAL FRAMING: A.) MINIMUM NAILING: MINIMUM NAILING SHALL BE PER 2013 CBC TABLE 2304.9.1. B.) LARGER MEMBERS: ALL FRAMING MEMBERS SPECIFIED IN THESE CALCULATIONS ARE MINIMUMS, LARGER MEMBERS MAY BE SUBSTITUTED AT CONTRACTORS OPTION. C.) SHRINKAGE: CARE SHALL BE TAKEN TO ALLOW FOR EFFECTS OF SHRINKAGE WHICH COULD CAUSE SETTLEMENT OF ROOF AND OR FLOORS AND COULD LEAD TO FAILURE OF ASSOCIATED FRAMING MEMBERS. THE CONTRACTOR SHALL TAKE ALL MEASURES NECESSARY TO PROTECT FRAMING FROM THE EFFECTS OF SHRINKAGE. D.) ALL STRUCTURAL FRAMING MEMBER WITH EXTERIOR EXPOSURE SHALL BE PRESSURE TREATED OR BE OF MATERIAL THAT IS NATURALLY RESISTANCE TO DECAY. 6-3 BEAM FRAMING: A.) BUILT UP BEAMS: ALL BUILT UP, LAMINATED DOUBLE OR MULTIPLE 2X JOISTS AND BEAMS SHALL BE NAILED TOGETHER WITH 16d NAILS AT 6" O.C., T&B U.N.O. B.) DOUBLE JOISTS: PROVIDE DOUBLE FLOOR JOISTS UNDER PARTITION WALLS RUNNING PARALLEL TO JOIST SPAN AND UNDER ALL LOCATIONS WHERE TUBS MAY BE LOCATED. ADEQUATE SUPPORT SHALL BE PROVIDED FOR ALL OTHER EQUIPMENT OR FURNISHINGS WHICH MAY NOT BE SHOWN ON THE STRUCTURAL DRAWINGS INCLUDING BUT NOT LIMITED TO: HOT WATER HEATER, STOVE, REFRIGERATOR, OVEN, FIRE PLACE ENCLOSURES, WOOD BURNING STOVE, ETCETERA. C.) BLOCKING: PROVIDE SOLID BLOCKING IN JOIST FRAMING ABOVE ALL SUPPORTS Q�pFESS/ONq c:�No. 75688' * 6/ 0/16 J� CIV1� gTFOF CAoF 8/05/16 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE ONLY WITH THE ATTAC H E D STR U CTU RAL CALCULATIONS 383 Rio Lindo Ave. Suite 200 Chico, CA 95926 P. 530.592.4407 SummitChico.com V/ a W U O U 0_r c,DU z°° 1 r -4Z z Q- QIZ 1..1.E ' W m Z z U Y_°o U ry a W REVISIONS: DATE: 8/05/16 SCALE: NTS DRAWN BY: RKB JOB NUMBER: 16-237 SHEET: SN ICC REPORT. D.) CRIPPLE WALLS: CRIPPLE WALLS SHALL BE A MINIMUM OF 14" IN HEIGHT. FOR LESSER HEIGHTS, STACK 2X PLATES (AND SHIM AS REQUIRED). ABBREVIATIONS E.) NOTCHED OR CUT STUDS: NOTCHED AND/OR CUT STUDS TO CLEAR ANCHOR BOLTS ARE NOT ALLOWED. STUDS SHALL HAVE FULL BEARING TO THE FOUNDATION PLATE. AB ANCHOR BOLT K KIPS F.) LET -IN BRACES: LET IN BRACES SHALL NOT BE USED FOR TEMPORARY BRACING ON ANY ADDT ADDITIONAL L ANGLE WALL FRAME. STEEL STRAPS WHICH DO NOT REQUIRE THE CUTTING OF STUDS ARE AN ADJ ADJACENT LLH LONG LEG HORIZ. ACCEPTABLE ALTERNATIVE. ALT ALTERNATE LLV LONG LEG VERT. ARCH ARCHITECTURAL LONG LONGITUDINAL G.) SEE NOTE 6-1 D FOR SILL AND ANCHOR BOLT SPECIFICATIONS. BLDG BUILDING LSL LONG SLOTTED HOLE BLKG BLOCKING LVL LAMINATED VENEER LUMBER H.) WALL_FRAMING RECEIVING NAILING AT 3" ON CENTER OR LESS SHALL BE 3X NOMINAL U.N.O. BM BEAM MAX MAXIMUM PER PLANS AND DETAILS. BOTT (B) BOTTOM MB MACHINE BOLTS BTF BEAT TO FIT MECH MECHANICAL 6-6 CONNECTIONS: BTWN BETWEEN MFR MANUFACTURER CB CARRIAGE BOLTS MIN MINIMUM A.) HOLES FOR THROUGH BOLTS SHALL BE DRILLED 1/16" OVERSIZE. CCJ CONTROLJOINT MISC. MISCELLANEOUS CIP CAST -IN-PLACE CONCRETE MTL METAL B.) ALL BOLTS, NUTS, AND LAG SCREWS SHALL BE PROVIDED WITH FLAT OR MALLEABLE CJ CONSTRUCTION JOINT (N) NEW WASHERS WHERE BEARING AGAINST WOOD. CLR CLEAR NS NEAR SIDE CMU CONCRETE MASONRY UNITS NSA NELSON STUD ANCHOR C.) ALL BOLTS AND LAG SCREWS SHALL BE TIGHTENED UPON INSTALLATION AND RE -TIGHTENED COL COLUMN NTS NOT TO SCALE BEFORE CLOSING IN OR AT COMPLETION OF JOB. CONC CONCRETE OC ON CENTER CONN CONNECTION OD OUTSIDE DIAMETER D.) LAG SCREWS SHALL BE SCREWED, NOT DRIVEN, INTO PLACE. CONSTR CONSTRUCTION OH OPPOSITE HAND CONT CONTINUOUS OPNG OPENING CONTR CONTRACTOR OVS OVERSIZE ROUND HOLE 8. ROOF FRAMING CP COMPLETE PENETRATION PDF POWDER DRIVEN FASTENER CTR CENTER PERP PERPENDICULAR 8-1 CUT AND STACKED ROOF FRAMING: CTSK COUNTERSINK PL PLATE DBL DOUBLE PLWD PLYWOOD A.) CUT AND STACKED ROOF SYSTEMS SHALL BE BUILT TO THE CONVENTIONAL FRAMING DF DOUGLAS FIR PLCS PLACES REQUIREMENTS OF THE CALIFORNIA BUILDING CODE (CHAPTER 23). PURLINS, BRACES, DF -L DOUGLAS FIR - LARCH PP PARTIAL PENETRATION INTERMEDIATE SUPPORTS, AND CONNECTIONS SHALL BE PROVIDED BY THE CONTRACTOR THAT DIA DIAMETER PT PRESSURE TREATED ARE CAPABLE OF TRANSMITTING ALL GRAVITY AND WIND LOADS TO THE FOUNDATION. DJ DOUBLE JOIST P/C PRECAST CONCRETE EA EACH P/T POST -TENSIONED B.) IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE THE CONVENTIONALLY FRAMED EF EACH FACE REINF REINFORCEMENT ROOF SYSTEM WITH TIES AND SUPPORTS BRACING ALL ELEMENTS TO THE FOUNDATION. THE EL ELEVATION (DATUM) REQ'D REQUIRED ENGINEER HAS MADE A CURSORY REVIEW OF THE FRAMING SIZES AND SUPPORT LOCATIONS, ELEV ELEVATION (VIEW) OR ELEVATOR SC SLIP CRITICAL AND HAS PROVIDED GENERAL CONNECTION DETAILS TO COVER THE MAJORITY OF CONDITIONS, EN EDGE NAILING SEOR STRUCTURAL ENGINEER OF BUT HAS NOT PROVIDED ENGINEERING DETAIL REQUIREMENTS FOR ALL CONNECTIONS EQ EQUAL RECORD NECESSARY FOR THE ROOF TO PERFORM IN ACCORDANCE WITH THE LOADING CRITERIA. IF ANY ES EACH SIDE SHTG SHEATHING SPECIFIC ELEMENT OF THE ROOF FRAMING SYSTEM IS NOT SHOWN AND DETAILED CONNECTION (E) EXISTING SIM SIMILAR CRITERIA IS REQUIRED, PLEASE CONTACT THE ENGINEER FOR ADDITIONAL INFORMATION. EXP EXPANSION SOG SLAB -ON -GRADE EXT EXTERIOR STD STANDARD 8-2 PREFABRICATED ROOF TRUSSES: EW EACH WAY STIFF STIFFENER FF FINISH FLOOR STL STEEL A) PREFABRICATED ROOF TRUSSES: PREFABRICATED ROOF TRUSSES SHALL BE DESIGNED BY THE FIN FINISH SQ SQUARE TRUSS FABRICATOR PER THE REQUIREMENTS OF THE ARCHITECTURAL AND STRUCTURAL FJ FLOOR JOIST SS STAINLESS STEEL DRAWINGS AND CBC 2303.4. FLR FLOOR SWS SHEAR WALL SCHEDULE FNDN FOUNDATION SYM SYMMETRICAL B) COMPLETE CALCULATIONS AND SHOP DRAWINGS INCLUDING LAYOUT, SIZE OF MEMBERS, AND FOHC FREE OF HEART CENTER T&B TOP & BOTTOM CONNECTION DETAILS, STAMPED AND SIGNED BY AN ENGINEER LICENSED IN THE STATE OF FOS FACE OF STUD TO(P) TOP OF (PLYWOOD) CALIFORNIA, SHALL BE REVIEWED BY THE ENGINEER OF RECORD PRIOR TO TRUSS FABRICATION. FS FAR SIDE TOC TOP -OF -CONCRETE FTG FOOTING TOF TOP -OF -FOOTING C) TRUSS DESIGN LOADS: GA GAUGE TOS TOP -OF -STEEL TOP CHORD LIVE LOAD: 20 PSF REDUCIBLE GALV GALVANIZED TOW TOP -OF -WALL TOP CHORD DEAD LOAD: 14 PSF GLB GLUE -LAM BEAM TN TOE NAIL BOTTOM CHORD DEAD LOAD 10 PSF HDG HOT DIPPED GALVANIZED TYP TYPICAL TOTAL LOAD 44 PSF HDR HEADER UNO UNLESS NOTED OTHERWISE UPLIFT LOAD AS REQUIRED BY THE 2013 CBC HGR HANGER (SIMPSON) VERT VERTICAL HORIZ HORIZONTAL WP WORKPOINT D) TRUSS BRIDGING SHALL BE AS REQUIRED AND SPECIFIED BY THE TRUSS FABRICATOR. ID INSIDE DIAMETER WWF WELDED WIRE FABRIC INT INTERIOR W/ WITH E) TRUSS MANUFACTURER SHALL OBTAIN ALL NECESSARY APPROVALS FROM THE PUBLIC AGENCIES JST JOIST W/0 WITHOUT INVOLVED IN GOVERNING CONSTRUCTION. JT JOINT F) TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING MAXIMUM DEFLECTIONS UNDER DESIGN LOADS: LIVE LOAD DEFLECTION= L/360, TOTAL LOAD DEFLECTION = L/240 Q�pFESS/ONq c:�No. 75688' * 6/ 0/16 J� CIV1� gTFOF CAoF 8/05/16 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE ONLY WITH THE ATTAC H E D STR U CTU RAL CALCULATIONS 383 Rio Lindo Ave. Suite 200 Chico, CA 95926 P. 530.592.4407 SummitChico.com V/ a W U O U 0_r c,DU z°° 1 r -4Z z Q- QIZ 1..1.E ' W m Z z U Y_°o U ry a W REVISIONS: DATE: 8/05/16 SCALE: NTS DRAWN BY: RKB JOB NUMBER: 16-237 SHEET: SN TYPICAL HANGER SCHEDULE MEMBER SIZE SIMPSON HANGER TYPE FASTENER TYPE AT SUPPORTING AT SUPPORTED MEMBER MEMBER 2X4/2X6/2X8/ 2X10/2X12 LUS24/LUS26/LUS28/ LUS210/LUS210 10d 10d DBL 2X6/DBL 2X8/ DBL 2X10/DBL 2X12 HUS26-2TF/HUS28-2TF/ HUS210-2TF/HUS212-2TF 16d 16d 4X8/4X10/4X12 HU48TF/HU41OTF/HU412TF 16d 10d 6X8/6X10/6X12 HU68TF/HU61OTF/HU612TF 16d 16d TJI/BCI ITS 10d NOT REQ'D LVL/PSL HGLTV 16d 16d GLU-LAM HGLTV 16d 16d NOTES: 1. PROVIDE SKEWED AND SLOPED HANGER WHERE REQUIRED. 2. PROVIDE HANGER WITH ONE OR BOTH FLANGES CONCEALED WHERE REQUIRED. 3. SEE PLANS AND DETAILS FOR HANGER AT SPECIAL CONDIITION. 4. PROVIDE APPROPRIATE FASTENER AT ALL FASTENER HOLES U.N.O. 5. FASTENER SIZES: 16d=0.162" DIA. X 3 1/2" LENGTH 10d=0.148" DIA. X 3" LENGTH, 10d X 1 1/2"=0.148" DIA. X 1 1/2" LENGTH 6. PROVIDE HANGERS AND FASTENERS WITH CORROSION PROTECTION APPROPRIATE FOR CONNECTION APPLICATION AND ENVIRONMENT. TYPICAL SIMPSON HANGER SCHEDULE 12 NO SCALE �Dl 2 1/2- M AX. DEPTH FOR 2X4 PLATE 3 1/2" M AX. DEPTH FOR 2X6 PLATE O 5 1/2" MAX A N A N Or PROVIDE SIMPSON RPS22 STRAP AT EACH PLATE, TOP PLATE (2) MIN PER NOTCH PER 6/SD1 i II I I I I 1 1/2" MAX, TYP. I I WALL FRAMING PER PLAN, TYP —PIPE AS OCCURS NOTE: DO NOT BORE HOLES OR CUT NOTCHES IN STRUCTURAL WALL PLATES GREATER THAN 1/3 THE PLATE WIDTH WITHOUT WRITTEN CONSENT FROM THE ENGINEER OF RECORD. SHEAR PLY PER SHEAR WALL SCHEDULE TYPE "6" AT HEADER, TYPE HEADER PER PLAN CS16 STRAP TOP PER PLATE 6/SD1 EN /SHEAR PLY AND NAILING EN PER PLAN —EN, 1 WALL CONTINUES WHERE I ,,----'OCCURS PER PLAN (5) 16d +++ + + + + + + +_ ± + + -+ +- +- ± -+ \+ --rT- + -r -I- -n---T- TYP + + I I I 1 PARTIAL PLAN AT TOP PLATE CORNER AND TEE +I I 1 1 I+I -1 �+ I I I I -,If r DBL 2X TOP PLATE TI26 STRAP, U.N.O., 4X6 BLK:'G PER DETAIL BELOW CENTERED ON DISCONTINUITY + I + I I+I I TYP. II + + + + �+ (� - II S �- - EN' TY:P I+ I I I STUD DIRECTLY UNDER SPLICE, TYP. ,_ „ I I I I I o TYPICAL TOP PLATE DISCONTINUITY I+ I I I ;, (+ 1 I HOLDOWN w II lA_ (5) 16d AT CORNER OR INTERSECTING WALL TRIMMER/S I I+= POST PER I- Q 16d SINKERS AT 16" O.C. 4'-0" MIN. LAP LENGTH TYP 16d SINKERS AT 16" O.C. PER PLAN I 1 PLAN 3 „ (12) MIN. BETWEEN SPLICES 16d SINKERS AT 16 O.C. (12) MIN. BETWEEN SPLICES = (12) MIN. BETWEEN SPLICES X N Q m0 KINGS/HOLDOWN POST PER PLAN SHEAR WALL WIDTH "--STUD DIRECTLY' -DBL 2X UNDER SPLICE, TYP. i TOP PLATE INTERSECTING WALL OR CORNER WHERE OCCURS TYPICAL TOP PLATE SPLICE _ oQ�pFESSIpN9l AT EXISTING FOUNDATIONS AND AT MISSED AB PROVIDE 1/2" rNo. 75688" z [DIAMETER TITEN HD AT REQUIRED SPACING WITH 4" EMBED, 1 3/4" * 6/ 0/16 MINIMUM EDGE DISTANCE, 8" MINIMUM END DISTANCE, AND 8" MINIMUM SPACING. LOCAAND AVOID NG TO OF CA DRILLING. INSTALL PER 8/05/16 12" MAX 4'-0" MAX AT (3) STORY AND TALLER THESE PLANS HAVE BEEN REVIEWED 5" MIN-- 6'-0" MAX AT 1 AND 2 STORY PT DF -L FOR COMPLIANCE ONLY WITH THE (SEE SHEAR WALL SCHED.) SILL ATTACHED STRUCTURAL rfb n_ CALCULATIONS I I I I 7" MIN` PLATE WASHER _/ LI�� 3" X 3" X .229", TYP MASA MASAP ANCHOR OPTION PER NOTE 4 1/2" DIA AB WITH � 2" HOOK, TYP FNDN PER PLAN GENERAL NOTES: 1.) SILL PLATE SHALL BE 2X PT DF -L UNLESS NOTED OTHERWISE IN SHEAR WALL SCHEDULE. 2.) PROVIDE (2) BOLTS MIN PER SILL PLATE. 3.) DIAGONALLY SLOTTED PLATE WASHERS WITH A MAXIMUM SLOT LENGTH OF 1 3/4" MAY BE 383 Rio Lindo Ave. USED WHEN A STANDARD CUT WASHER IS ADDED BETWEEN THE PLATE WASHER AND NUT. Suite 200 Chico, CA 95926 4.) CONTACT SUMMIT STRUCTURAL DESIGN FOR MASA/MASAP ANCHOR OPTION IN LIEU OF P. 530.592.4407 ANCHOR BOLTS. SummitChico.com 5.) AT SHEAR WALLS, PLATE WASHER MUST BE LOCATED 1/2" OR LESS FROM THE INSIDE FACE OF SHEATHING. PORTAL DETAIL 9 TYPICAL TOP PLATE SPLICE DETAIL 6 TYPICAL FNDN ANCHOR BOLT DETAIL 3 TYPICAL SHEAR WALL __t NO SCALE �Dl NO SCALE SDI NO SCALE S D 1 TOP PLATE PER 6/SDI ALL NON -SHEAR WALLS AND NON-BEARING WALLS TO HAVE HILTI X-CP72 SHOT PINS PER ICC ESR -2379 AT 24" O.C.,, PT SILL PLATE CONCRETE SLAB -ON -GRADE PER PLAN . ®. I " � O• OPENING A� STUD WALL ELEVATION KEY HEADER PER PLAN ® TRIMMERS PER SCHEDULE © KING STUDS PER SCHEDULE A35 CLIP AT EACH SIDE OF POSTS AND MULTIPLE KING STUDS. USE A34 AT 4X WALLS BLOCK AT ALL SHEATHING SPLICES, AND AT 10'-0" MAX UNBRACED STUD LENGTH ® NAIL MULTIPLE TRIMMERS/KING STUDS TOGETHER WITH 16d AT 12" O.C. STAGGERED ® STUD PER PLAN, DF#2 AT 16" O.C. U.N.O. POST PER PLAN WHERE OCCURS 2X WALL OPENING SCHEDULE (110 MPH, EXPOSURE C) OPENING WIDTH TRIMMER/S KING STUD/S UP TO 3'-0" (1) 2X (1) 2X UP TO 6'-0" 2 2X 2 2X UP TO 10'-0" (2) 2X (2) 2X UP TO 18'-0" (2) 2X (3) 2X HOLDOWN SCHEDULE (*SEE ALL NOTES BELOW*) "SIMPSON" MINIMUM DISTANCE FROM CONCRETE ANCHOR TYPE HOLDOWN MINIMUM HOLDOWN HOLDOWN CENTER OF FASTENERS STEM MODEL POST CONCRETE ANCHOR SINGLE POUR TWO POUR AT POST WALL NUMBER SIZE TO FACE OF POST CONDITION CONDITION WIDTH HDU2 DBL 2X 1 5/16" SSTB16 - SST820 6 SCREWS 6" HDU4 DBL 2X 1 5/16" SSTB20 SSTB24 10 SCREWS 6" HDU8 6X6 1 3/8" SSTB28 SST634 20 SCREWS 8" GENERAL NOTES: 1.) HOLDOWNS SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. 2.) AT 3X MUDSILL USE SSTBL VERSION OF ANCHOR LISTED ABOVE. 3.) DOUBLE STUDS SHALL BE NAILED TOGETHER WITH 12d (DIA.=0.135") AT 6" O.C. STAGGERED. 4.) SEE DETAIL 7/SD2 FOR THICKENED FOOTING AT SSTB ANCHOR, WHERE REQUIRED. TYPICAL TOP PLATE NOTCH DETAIL 11 TYPICAL NON BEARING WALL DETAIL 8 TYPICAL STUD WALL ELEVATION 5 TYPICAL HOLDOWN SCHEDULE 2 SD1 NO SCALE U�DI NO SCALE 1/2 STRAP LENGTH PER ARCH TOP PLATE PER 6/SDI - E.N. r---- T' RAKED PLATE '" I+I WHERE OCCURS II r E 1+1 CS16 X i 2X BLOCK 70_0" FLAT, TYP LENGTH ' II _ i I_ J�--_+_ + _+ + - E.N. TYP TOP PLATE I +1 PER 6/SD1 I II II II WALL FRAMING I+I I+I PER PLAN, TYP-- II II SHEAR PLY PER PLAN, OTHERWISE PROVIDE 3/8" MIN APA RATED PLY WITH 8d NAILS AT 6" O.C. CORNER WHERE OCCURS EDGES AND 12" O.C. FIELD SHEAR PLY AND NAILING PER PLA HD AND COMP PER SCHEDULE I CONTINUOUS WA WHERE OCCURS - PARTIAL PLAN SD1 NO SCALE S D 1 NO SCALE _ CORNER WHERE OCCURS (5) 16d NAILS AT TOP PLATE PER 6/SD1 LAPPED CORNERS, TYP SHEAR WALL LEGEND EAR PLY AND 114„IUNG PER PLAN PROVIDE PANELS MFR, 1/8- BLOCK AT AL 16" MAX SPACING - L — GAP BETWEEN I I I°I I°I II FIELD NAIL PER I1 I I II I AS REQ'D BY SHEAR WALL SCHED. " MIN II II II L�EN I PER SHEAR I1 II II WALL SCHED. AS REQ'D I I°I I 11 11 EDGES, TYP I II II Ll COMPRESSION I I � I I I I I I POST AS REQ'D - _ I SHEAR PLY I PER HOLDOWN PER SHEAR SCHEDULE II WALL SCHED.--N..,II II I°I I°I STUD I li II II I°I I I—USE 3X STUD AT I HOLDOWN II ABUTTING PANEL PER II II EDGES WHERE II I SCHEDULE 11 REQ'D PER SHEAR II II IIII WALL SCHEDULE I II I•I j °� I I I I I I II II II II I I°I SILL PLATE AND AB SIZE/SPACING PER SCHED. 12" FOUNDATION PER PLAN MHA. NOTE: STUD SPACING = 16" O.C., U.N.O. CORNER WHERE OCCURS TYPICAL OFFSET PLATE DETAIL 10 TYPICAL CORNER HOLDOWN DETAIL TYPICAL SHEAR WALL ELEVATION 4 NO SCALE SDI NO SCALE SDI NO SCALE S D I STRUCTURAL SHEAR WALL TYPE "N" FOR A MINIMUM I N L=X' -Y" LENGTH OF X' -Y" PER SCHEDULE BELOW. SHEAR WALL SCHEDULE - 3/8" THICK SHEATHING AND 16" O.C. STUD SPACING (*SEE ALL NOTES BELOW*) SHEAR MUDSILL THICKNESS SOLE PLATE PANEL EDGE PANEL FIELD "SIMPSON" ALLOW. WALL AND 1/2" DIAMETER NAIL SIZE NAIL SIZE NAIL SIZE A35 AND RBC LOAD TYPE ANCHOR BOLT SPACING AND SPACING AND SPACING AND SPACING CUP SPACING (PLF) 2X MUDSILL A35 AT 2'-8" 0.C° 260 AB ® 3'-9" O.C. 12d ®7" O.C. 8d ®6" O.C. 8d ®12" O.C. RBC AT V-8" O.C. 6 2X MUDSILLA35 AT 1'-8" O.C. 350 4* AB 0 2'-9" O.C. 12d ®5" O.C. 8d ®4" O.C. 8d ®12" O.C. RBC AT V-2" O.C. 2X MUDSILLA35 AT 1'-8" O.C. 380 4 AB ® V-3" O.C. 12d ®5" O.C. 8d ®4" O.C. Sd ®12" O.C. RBC AT l'-O"-O.C. 2X MUDSILLA35 AT 1'-5" O.C. 490 AB 0 1'-0" O.C. 12d 0 4" O.C. 8d ® 3" O.C. 8d 0 12" O.C. RBC AT 10" O.C. 3X MUDSILLA35 AT V-0" O.C. 640 2 AB 0 V-9" O.C. 12d ®3" O.C. Sd ®2" O.C. 8d ®12" O.C. RBC AT 8" O.C. REVISIONS: GENERAL NOTES: 1.) WALL FRAMING: USE 2X OR WIDER DF -L STUDS (PER PLAN), SOLE PLATE, TOP PLATES, AND BLOCKING. USE PT DF -L MUDSILL PER SCHEDULE ABOVE. BLOCK ALL PANEL EDGES. 2.) SHEATHING: USE APA RATED (32/16 SPAN RATING) SHEATHING UNLESS NOTED OTHERWISE. EDGE NAIL PANELS AT ALL EDGES, TOP PLATES, SOLE PLATE, MUDSILL, POSTS, AND HOLDOWN DATE: 8/05/16 COMPRESSION POSTS/STUDS. 3.) NAIL SIZES: 8d: 2 1/2" X 0.131" DIAMETER COMMON, OR 2 1/2" X 0.113" DIAMETER HDG BOX, SCALE: NTS 12d: 3 1/8" X 0.135" DIAMETER SINKER, 20d: 4" X 0.192" DIAMETER COMMON. DO NOT OVERDRIVE NAILS. STAGGER SOLE FASTENING AND PRE -DRILL PILOT HOLES (MAX DRAWN BY: RKB 75% NAIL DIA) TO AVOID SPLITTING WALL ELEMENTS. 4.) AT SHEAR WALL TYPES "4", "3", AND "2" USE 3X NOMINAL FRAMING AT ABUTTING PANEL EDGES AND JOB NUMBER: 16-237 STAGGER NAILING. 5.) ALLOWABLE LOADS MAY BE MULTIPLIED BY 1.4 WHERE WIND LOADS GOVERN. SHEET: i TYPICAL SHEAR WALL SCHEDULE 1 NO SCALE SDI ■ ■ A� STUD WALL ELEVATION KEY HEADER PER PLAN ® TRIMMERS PER SCHEDULE © KING STUDS PER SCHEDULE A35 CLIP AT EACH SIDE OF POSTS AND MULTIPLE KING STUDS. USE A34 AT 4X WALLS BLOCK AT ALL SHEATHING SPLICES, AND AT 10'-0" MAX UNBRACED STUD LENGTH ® NAIL MULTIPLE TRIMMERS/KING STUDS TOGETHER WITH 16d AT 12" O.C. STAGGERED ® STUD PER PLAN, DF#2 AT 16" O.C. U.N.O. POST PER PLAN WHERE OCCURS 2X WALL OPENING SCHEDULE (110 MPH, EXPOSURE C) OPENING WIDTH TRIMMER/S KING STUD/S UP TO 3'-0" (1) 2X (1) 2X UP TO 6'-0" 2 2X 2 2X UP TO 10'-0" (2) 2X (2) 2X UP TO 18'-0" (2) 2X (3) 2X HOLDOWN SCHEDULE (*SEE ALL NOTES BELOW*) "SIMPSON" MINIMUM DISTANCE FROM CONCRETE ANCHOR TYPE HOLDOWN MINIMUM HOLDOWN HOLDOWN CENTER OF FASTENERS STEM MODEL POST CONCRETE ANCHOR SINGLE POUR TWO POUR AT POST WALL NUMBER SIZE TO FACE OF POST CONDITION CONDITION WIDTH HDU2 DBL 2X 1 5/16" SSTB16 - SST820 6 SCREWS 6" HDU4 DBL 2X 1 5/16" SSTB20 SSTB24 10 SCREWS 6" HDU8 6X6 1 3/8" SSTB28 SST634 20 SCREWS 8" GENERAL NOTES: 1.) HOLDOWNS SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. 2.) AT 3X MUDSILL USE SSTBL VERSION OF ANCHOR LISTED ABOVE. 3.) DOUBLE STUDS SHALL BE NAILED TOGETHER WITH 12d (DIA.=0.135") AT 6" O.C. STAGGERED. 4.) SEE DETAIL 7/SD2 FOR THICKENED FOOTING AT SSTB ANCHOR, WHERE REQUIRED. TYPICAL TOP PLATE NOTCH DETAIL 11 TYPICAL NON BEARING WALL DETAIL 8 TYPICAL STUD WALL ELEVATION 5 TYPICAL HOLDOWN SCHEDULE 2 SD1 NO SCALE U�DI NO SCALE 1/2 STRAP LENGTH PER ARCH TOP PLATE PER 6/SDI - E.N. r---- T' RAKED PLATE '" I+I WHERE OCCURS II r E 1+1 CS16 X i 2X BLOCK 70_0" FLAT, TYP LENGTH ' II _ i I_ J�--_+_ + _+ + - E.N. TYP TOP PLATE I +1 PER 6/SD1 I II II II WALL FRAMING I+I I+I PER PLAN, TYP-- II II SHEAR PLY PER PLAN, OTHERWISE PROVIDE 3/8" MIN APA RATED PLY WITH 8d NAILS AT 6" O.C. CORNER WHERE OCCURS EDGES AND 12" O.C. FIELD SHEAR PLY AND NAILING PER PLA HD AND COMP PER SCHEDULE I CONTINUOUS WA WHERE OCCURS - PARTIAL PLAN SD1 NO SCALE S D 1 NO SCALE _ CORNER WHERE OCCURS (5) 16d NAILS AT TOP PLATE PER 6/SD1 LAPPED CORNERS, TYP SHEAR WALL LEGEND EAR PLY AND 114„IUNG PER PLAN PROVIDE PANELS MFR, 1/8- BLOCK AT AL 16" MAX SPACING - L — GAP BETWEEN I I I°I I°I II FIELD NAIL PER I1 I I II I AS REQ'D BY SHEAR WALL SCHED. " MIN II II II L�EN I PER SHEAR I1 II II WALL SCHED. AS REQ'D I I°I I 11 11 EDGES, TYP I II II Ll COMPRESSION I I � I I I I I I POST AS REQ'D - _ I SHEAR PLY I PER HOLDOWN PER SHEAR SCHEDULE II WALL SCHED.--N..,II II I°I I°I STUD I li II II I°I I I—USE 3X STUD AT I HOLDOWN II ABUTTING PANEL PER II II EDGES WHERE II I SCHEDULE 11 REQ'D PER SHEAR II II IIII WALL SCHEDULE I II I•I j °� I I I I I I II II II II I I°I SILL PLATE AND AB SIZE/SPACING PER SCHED. 12" FOUNDATION PER PLAN MHA. NOTE: STUD SPACING = 16" O.C., U.N.O. CORNER WHERE OCCURS TYPICAL OFFSET PLATE DETAIL 10 TYPICAL CORNER HOLDOWN DETAIL TYPICAL SHEAR WALL ELEVATION 4 NO SCALE SDI NO SCALE SDI NO SCALE S D I STRUCTURAL SHEAR WALL TYPE "N" FOR A MINIMUM I N L=X' -Y" LENGTH OF X' -Y" PER SCHEDULE BELOW. SHEAR WALL SCHEDULE - 3/8" THICK SHEATHING AND 16" O.C. STUD SPACING (*SEE ALL NOTES BELOW*) SHEAR MUDSILL THICKNESS SOLE PLATE PANEL EDGE PANEL FIELD "SIMPSON" ALLOW. WALL AND 1/2" DIAMETER NAIL SIZE NAIL SIZE NAIL SIZE A35 AND RBC LOAD TYPE ANCHOR BOLT SPACING AND SPACING AND SPACING AND SPACING CUP SPACING (PLF) 2X MUDSILL A35 AT 2'-8" 0.C° 260 AB ® 3'-9" O.C. 12d ®7" O.C. 8d ®6" O.C. 8d ®12" O.C. RBC AT V-8" O.C. 6 2X MUDSILLA35 AT 1'-8" O.C. 350 4* AB 0 2'-9" O.C. 12d ®5" O.C. 8d ®4" O.C. 8d ®12" O.C. RBC AT V-2" O.C. 2X MUDSILLA35 AT 1'-8" O.C. 380 4 AB ® V-3" O.C. 12d ®5" O.C. 8d ®4" O.C. Sd ®12" O.C. RBC AT l'-O"-O.C. 2X MUDSILLA35 AT 1'-5" O.C. 490 AB 0 1'-0" O.C. 12d 0 4" O.C. 8d ® 3" O.C. 8d 0 12" O.C. RBC AT 10" O.C. 3X MUDSILLA35 AT V-0" O.C. 640 2 AB 0 V-9" O.C. 12d ®3" O.C. Sd ®2" O.C. 8d ®12" O.C. RBC AT 8" O.C. REVISIONS: GENERAL NOTES: 1.) WALL FRAMING: USE 2X OR WIDER DF -L STUDS (PER PLAN), SOLE PLATE, TOP PLATES, AND BLOCKING. USE PT DF -L MUDSILL PER SCHEDULE ABOVE. BLOCK ALL PANEL EDGES. 2.) SHEATHING: USE APA RATED (32/16 SPAN RATING) SHEATHING UNLESS NOTED OTHERWISE. EDGE NAIL PANELS AT ALL EDGES, TOP PLATES, SOLE PLATE, MUDSILL, POSTS, AND HOLDOWN DATE: 8/05/16 COMPRESSION POSTS/STUDS. 3.) NAIL SIZES: 8d: 2 1/2" X 0.131" DIAMETER COMMON, OR 2 1/2" X 0.113" DIAMETER HDG BOX, SCALE: NTS 12d: 3 1/8" X 0.135" DIAMETER SINKER, 20d: 4" X 0.192" DIAMETER COMMON. DO NOT OVERDRIVE NAILS. STAGGER SOLE FASTENING AND PRE -DRILL PILOT HOLES (MAX DRAWN BY: RKB 75% NAIL DIA) TO AVOID SPLITTING WALL ELEMENTS. 4.) AT SHEAR WALL TYPES "4", "3", AND "2" USE 3X NOMINAL FRAMING AT ABUTTING PANEL EDGES AND JOB NUMBER: 16-237 STAGGER NAILING. 5.) ALLOWABLE LOADS MAY BE MULTIPLIED BY 1.4 WHERE WIND LOADS GOVERN. SHEET: i TYPICAL SHEAR WALL SCHEDULE 1 NO SCALE SDI ■ ■ 2X WALL OPENING SCHEDULE (110 MPH, EXPOSURE C) OPENING WIDTH TRIMMER/S KING STUD/S UP TO 3'-0" (1) 2X (1) 2X UP TO 6'-0" 2 2X 2 2X UP TO 10'-0" (2) 2X (2) 2X UP TO 18'-0" (2) 2X (3) 2X HOLDOWN SCHEDULE (*SEE ALL NOTES BELOW*) "SIMPSON" MINIMUM DISTANCE FROM CONCRETE ANCHOR TYPE HOLDOWN MINIMUM HOLDOWN HOLDOWN CENTER OF FASTENERS STEM MODEL POST CONCRETE ANCHOR SINGLE POUR TWO POUR AT POST WALL NUMBER SIZE TO FACE OF POST CONDITION CONDITION WIDTH HDU2 DBL 2X 1 5/16" SSTB16 - SST820 6 SCREWS 6" HDU4 DBL 2X 1 5/16" SSTB20 SSTB24 10 SCREWS 6" HDU8 6X6 1 3/8" SSTB28 SST634 20 SCREWS 8" GENERAL NOTES: 1.) HOLDOWNS SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. 2.) AT 3X MUDSILL USE SSTBL VERSION OF ANCHOR LISTED ABOVE. 3.) DOUBLE STUDS SHALL BE NAILED TOGETHER WITH 12d (DIA.=0.135") AT 6" O.C. STAGGERED. 4.) SEE DETAIL 7/SD2 FOR THICKENED FOOTING AT SSTB ANCHOR, WHERE REQUIRED. TYPICAL TOP PLATE NOTCH DETAIL 11 TYPICAL NON BEARING WALL DETAIL 8 TYPICAL STUD WALL ELEVATION 5 TYPICAL HOLDOWN SCHEDULE 2 SD1 NO SCALE U�DI NO SCALE 1/2 STRAP LENGTH PER ARCH TOP PLATE PER 6/SDI - E.N. r---- T' RAKED PLATE '" I+I WHERE OCCURS II r E 1+1 CS16 X i 2X BLOCK 70_0" FLAT, TYP LENGTH ' II _ i I_ J�--_+_ + _+ + - E.N. TYP TOP PLATE I +1 PER 6/SD1 I II II II WALL FRAMING I+I I+I PER PLAN, TYP-- II II SHEAR PLY PER PLAN, OTHERWISE PROVIDE 3/8" MIN APA RATED PLY WITH 8d NAILS AT 6" O.C. CORNER WHERE OCCURS EDGES AND 12" O.C. FIELD SHEAR PLY AND NAILING PER PLA HD AND COMP PER SCHEDULE I CONTINUOUS WA WHERE OCCURS - PARTIAL PLAN SD1 NO SCALE S D 1 NO SCALE _ CORNER WHERE OCCURS (5) 16d NAILS AT TOP PLATE PER 6/SD1 LAPPED CORNERS, TYP SHEAR WALL LEGEND EAR PLY AND 114„IUNG PER PLAN PROVIDE PANELS MFR, 1/8- BLOCK AT AL 16" MAX SPACING - L — GAP BETWEEN I I I°I I°I II FIELD NAIL PER I1 I I II I AS REQ'D BY SHEAR WALL SCHED. " MIN II II II L�EN I PER SHEAR I1 II II WALL SCHED. AS REQ'D I I°I I 11 11 EDGES, TYP I II II Ll COMPRESSION I I � I I I I I I POST AS REQ'D - _ I SHEAR PLY I PER HOLDOWN PER SHEAR SCHEDULE II WALL SCHED.--N..,II II I°I I°I STUD I li II II I°I I I—USE 3X STUD AT I HOLDOWN II ABUTTING PANEL PER II II EDGES WHERE II I SCHEDULE 11 REQ'D PER SHEAR II II IIII WALL SCHEDULE I II I•I j °� I I I I I I II II II II I I°I SILL PLATE AND AB SIZE/SPACING PER SCHED. 12" FOUNDATION PER PLAN MHA. NOTE: STUD SPACING = 16" O.C., U.N.O. CORNER WHERE OCCURS TYPICAL OFFSET PLATE DETAIL 10 TYPICAL CORNER HOLDOWN DETAIL TYPICAL SHEAR WALL ELEVATION 4 NO SCALE SDI NO SCALE SDI NO SCALE S D I STRUCTURAL SHEAR WALL TYPE "N" FOR A MINIMUM I N L=X' -Y" LENGTH OF X' -Y" PER SCHEDULE BELOW. SHEAR WALL SCHEDULE - 3/8" THICK SHEATHING AND 16" O.C. STUD SPACING (*SEE ALL NOTES BELOW*) SHEAR MUDSILL THICKNESS SOLE PLATE PANEL EDGE PANEL FIELD "SIMPSON" ALLOW. WALL AND 1/2" DIAMETER NAIL SIZE NAIL SIZE NAIL SIZE A35 AND RBC LOAD TYPE ANCHOR BOLT SPACING AND SPACING AND SPACING AND SPACING CUP SPACING (PLF) 2X MUDSILL A35 AT 2'-8" 0.C° 260 AB ® 3'-9" O.C. 12d ®7" O.C. 8d ®6" O.C. 8d ®12" O.C. RBC AT V-8" O.C. 6 2X MUDSILLA35 AT 1'-8" O.C. 350 4* AB 0 2'-9" O.C. 12d ®5" O.C. 8d ®4" O.C. 8d ®12" O.C. RBC AT V-2" O.C. 2X MUDSILLA35 AT 1'-8" O.C. 380 4 AB ® V-3" O.C. 12d ®5" O.C. 8d ®4" O.C. Sd ®12" O.C. RBC AT l'-O"-O.C. 2X MUDSILLA35 AT 1'-5" O.C. 490 AB 0 1'-0" O.C. 12d 0 4" O.C. 8d ® 3" O.C. 8d 0 12" O.C. RBC AT 10" O.C. 3X MUDSILLA35 AT V-0" O.C. 640 2 AB 0 V-9" O.C. 12d ®3" O.C. Sd ®2" O.C. 8d ®12" O.C. RBC AT 8" O.C. REVISIONS: GENERAL NOTES: 1.) WALL FRAMING: USE 2X OR WIDER DF -L STUDS (PER PLAN), SOLE PLATE, TOP PLATES, AND BLOCKING. USE PT DF -L MUDSILL PER SCHEDULE ABOVE. BLOCK ALL PANEL EDGES. 2.) SHEATHING: USE APA RATED (32/16 SPAN RATING) SHEATHING UNLESS NOTED OTHERWISE. EDGE NAIL PANELS AT ALL EDGES, TOP PLATES, SOLE PLATE, MUDSILL, POSTS, AND HOLDOWN DATE: 8/05/16 COMPRESSION POSTS/STUDS. 3.) NAIL SIZES: 8d: 2 1/2" X 0.131" DIAMETER COMMON, OR 2 1/2" X 0.113" DIAMETER HDG BOX, SCALE: NTS 12d: 3 1/8" X 0.135" DIAMETER SINKER, 20d: 4" X 0.192" DIAMETER COMMON. DO NOT OVERDRIVE NAILS. STAGGER SOLE FASTENING AND PRE -DRILL PILOT HOLES (MAX DRAWN BY: RKB 75% NAIL DIA) TO AVOID SPLITTING WALL ELEMENTS. 4.) AT SHEAR WALL TYPES "4", "3", AND "2" USE 3X NOMINAL FRAMING AT ABUTTING PANEL EDGES AND JOB NUMBER: 16-237 STAGGER NAILING. 5.) ALLOWABLE LOADS MAY BE MULTIPLIED BY 1.4 WHERE WIND LOADS GOVERN. SHEET: i TYPICAL SHEAR WALL SCHEDULE 1 NO SCALE SDI ■ ■ HOLDOWN SCHEDULE (*SEE ALL NOTES BELOW*) "SIMPSON" MINIMUM DISTANCE FROM CONCRETE ANCHOR TYPE HOLDOWN MINIMUM HOLDOWN HOLDOWN CENTER OF FASTENERS STEM MODEL POST CONCRETE ANCHOR SINGLE POUR TWO POUR AT POST WALL NUMBER SIZE TO FACE OF POST CONDITION CONDITION WIDTH HDU2 DBL 2X 1 5/16" SSTB16 - SST820 6 SCREWS 6" HDU4 DBL 2X 1 5/16" SSTB20 SSTB24 10 SCREWS 6" HDU8 6X6 1 3/8" SSTB28 SST634 20 SCREWS 8" GENERAL NOTES: 1.) HOLDOWNS SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. 2.) AT 3X MUDSILL USE SSTBL VERSION OF ANCHOR LISTED ABOVE. 3.) DOUBLE STUDS SHALL BE NAILED TOGETHER WITH 12d (DIA.=0.135") AT 6" O.C. STAGGERED. 4.) SEE DETAIL 7/SD2 FOR THICKENED FOOTING AT SSTB ANCHOR, WHERE REQUIRED. TYPICAL TOP PLATE NOTCH DETAIL 11 TYPICAL NON BEARING WALL DETAIL 8 TYPICAL STUD WALL ELEVATION 5 TYPICAL HOLDOWN SCHEDULE 2 SD1 NO SCALE U�DI NO SCALE 1/2 STRAP LENGTH PER ARCH TOP PLATE PER 6/SDI - E.N. r---- T' RAKED PLATE '" I+I WHERE OCCURS II r E 1+1 CS16 X i 2X BLOCK 70_0" FLAT, TYP LENGTH ' II _ i I_ J�--_+_ + _+ + - E.N. TYP TOP PLATE I +1 PER 6/SD1 I II II II WALL FRAMING I+I I+I PER PLAN, TYP-- II II SHEAR PLY PER PLAN, OTHERWISE PROVIDE 3/8" MIN APA RATED PLY WITH 8d NAILS AT 6" O.C. CORNER WHERE OCCURS EDGES AND 12" O.C. FIELD SHEAR PLY AND NAILING PER PLA HD AND COMP PER SCHEDULE I CONTINUOUS WA WHERE OCCURS - PARTIAL PLAN SD1 NO SCALE S D 1 NO SCALE _ CORNER WHERE OCCURS (5) 16d NAILS AT TOP PLATE PER 6/SD1 LAPPED CORNERS, TYP SHEAR WALL LEGEND EAR PLY AND 114„IUNG PER PLAN PROVIDE PANELS MFR, 1/8- BLOCK AT AL 16" MAX SPACING - L — GAP BETWEEN I I I°I I°I II FIELD NAIL PER I1 I I II I AS REQ'D BY SHEAR WALL SCHED. " MIN II II II L�EN I PER SHEAR I1 II II WALL SCHED. AS REQ'D I I°I I 11 11 EDGES, TYP I II II Ll COMPRESSION I I � I I I I I I POST AS REQ'D - _ I SHEAR PLY I PER HOLDOWN PER SHEAR SCHEDULE II WALL SCHED.--N..,II II I°I I°I STUD I li II II I°I I I—USE 3X STUD AT I HOLDOWN II ABUTTING PANEL PER II II EDGES WHERE II I SCHEDULE 11 REQ'D PER SHEAR II II IIII WALL SCHEDULE I II I•I j °� I I I I I I II II II II I I°I SILL PLATE AND AB SIZE/SPACING PER SCHED. 12" FOUNDATION PER PLAN MHA. NOTE: STUD SPACING = 16" O.C., U.N.O. CORNER WHERE OCCURS TYPICAL OFFSET PLATE DETAIL 10 TYPICAL CORNER HOLDOWN DETAIL TYPICAL SHEAR WALL ELEVATION 4 NO SCALE SDI NO SCALE SDI NO SCALE S D I STRUCTURAL SHEAR WALL TYPE "N" FOR A MINIMUM I N L=X' -Y" LENGTH OF X' -Y" PER SCHEDULE BELOW. SHEAR WALL SCHEDULE - 3/8" THICK SHEATHING AND 16" O.C. STUD SPACING (*SEE ALL NOTES BELOW*) SHEAR MUDSILL THICKNESS SOLE PLATE PANEL EDGE PANEL FIELD "SIMPSON" ALLOW. WALL AND 1/2" DIAMETER NAIL SIZE NAIL SIZE NAIL SIZE A35 AND RBC LOAD TYPE ANCHOR BOLT SPACING AND SPACING AND SPACING AND SPACING CUP SPACING (PLF) 2X MUDSILL A35 AT 2'-8" 0.C° 260 AB ® 3'-9" O.C. 12d ®7" O.C. 8d ®6" O.C. 8d ®12" O.C. RBC AT V-8" O.C. 6 2X MUDSILLA35 AT 1'-8" O.C. 350 4* AB 0 2'-9" O.C. 12d ®5" O.C. 8d ®4" O.C. 8d ®12" O.C. RBC AT V-2" O.C. 2X MUDSILLA35 AT 1'-8" O.C. 380 4 AB ® V-3" O.C. 12d ®5" O.C. 8d ®4" O.C. Sd ®12" O.C. RBC AT l'-O"-O.C. 2X MUDSILLA35 AT 1'-5" O.C. 490 AB 0 1'-0" O.C. 12d 0 4" O.C. 8d ® 3" O.C. 8d 0 12" O.C. RBC AT 10" O.C. 3X MUDSILLA35 AT V-0" O.C. 640 2 AB 0 V-9" O.C. 12d ®3" O.C. Sd ®2" O.C. 8d ®12" O.C. RBC AT 8" O.C. REVISIONS: GENERAL NOTES: 1.) WALL FRAMING: USE 2X OR WIDER DF -L STUDS (PER PLAN), SOLE PLATE, TOP PLATES, AND BLOCKING. USE PT DF -L MUDSILL PER SCHEDULE ABOVE. BLOCK ALL PANEL EDGES. 2.) SHEATHING: USE APA RATED (32/16 SPAN RATING) SHEATHING UNLESS NOTED OTHERWISE. EDGE NAIL PANELS AT ALL EDGES, TOP PLATES, SOLE PLATE, MUDSILL, POSTS, AND HOLDOWN DATE: 8/05/16 COMPRESSION POSTS/STUDS. 3.) NAIL SIZES: 8d: 2 1/2" X 0.131" DIAMETER COMMON, OR 2 1/2" X 0.113" DIAMETER HDG BOX, SCALE: NTS 12d: 3 1/8" X 0.135" DIAMETER SINKER, 20d: 4" X 0.192" DIAMETER COMMON. DO NOT OVERDRIVE NAILS. STAGGER SOLE FASTENING AND PRE -DRILL PILOT HOLES (MAX DRAWN BY: RKB 75% NAIL DIA) TO AVOID SPLITTING WALL ELEMENTS. 4.) AT SHEAR WALL TYPES "4", "3", AND "2" USE 3X NOMINAL FRAMING AT ABUTTING PANEL EDGES AND JOB NUMBER: 16-237 STAGGER NAILING. 5.) ALLOWABLE LOADS MAY BE MULTIPLIED BY 1.4 WHERE WIND LOADS GOVERN. SHEET: i TYPICAL SHEAR WALL SCHEDULE 1 NO SCALE SDI ■ ■ GENERAL NOTES: 1.) HOLDOWNS SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. 2.) AT 3X MUDSILL USE SSTBL VERSION OF ANCHOR LISTED ABOVE. 3.) DOUBLE STUDS SHALL BE NAILED TOGETHER WITH 12d (DIA.=0.135") AT 6" O.C. STAGGERED. 4.) SEE DETAIL 7/SD2 FOR THICKENED FOOTING AT SSTB ANCHOR, WHERE REQUIRED. TYPICAL TOP PLATE NOTCH DETAIL 11 TYPICAL NON BEARING WALL DETAIL 8 TYPICAL STUD WALL ELEVATION 5 TYPICAL HOLDOWN SCHEDULE 2 SD1 NO SCALE U�DI NO SCALE 1/2 STRAP LENGTH PER ARCH TOP PLATE PER 6/SDI - E.N. r---- T' RAKED PLATE '" I+I WHERE OCCURS II r E 1+1 CS16 X i 2X BLOCK 70_0" FLAT, TYP LENGTH ' II _ i I_ J�--_+_ + _+ + - E.N. TYP TOP PLATE I +1 PER 6/SD1 I II II II WALL FRAMING I+I I+I PER PLAN, TYP-- II II SHEAR PLY PER PLAN, OTHERWISE PROVIDE 3/8" MIN APA RATED PLY WITH 8d NAILS AT 6" O.C. CORNER WHERE OCCURS EDGES AND 12" O.C. FIELD SHEAR PLY AND NAILING PER PLA HD AND COMP PER SCHEDULE I CONTINUOUS WA WHERE OCCURS - PARTIAL PLAN SD1 NO SCALE S D 1 NO SCALE _ CORNER WHERE OCCURS (5) 16d NAILS AT TOP PLATE PER 6/SD1 LAPPED CORNERS, TYP SHEAR WALL LEGEND EAR PLY AND 114„IUNG PER PLAN PROVIDE PANELS MFR, 1/8- BLOCK AT AL 16" MAX SPACING - L — GAP BETWEEN I I I°I I°I II FIELD NAIL PER I1 I I II I AS REQ'D BY SHEAR WALL SCHED. " MIN II II II L�EN I PER SHEAR I1 II II WALL SCHED. AS REQ'D I I°I I 11 11 EDGES, TYP I II II Ll COMPRESSION I I � I I I I I I POST AS REQ'D - _ I SHEAR PLY I PER HOLDOWN PER SHEAR SCHEDULE II WALL SCHED.--N..,II II I°I I°I STUD I li II II I°I I I—USE 3X STUD AT I HOLDOWN II ABUTTING PANEL PER II II EDGES WHERE II I SCHEDULE 11 REQ'D PER SHEAR II II IIII WALL SCHEDULE I II I•I j °� I I I I I I II II II II I I°I SILL PLATE AND AB SIZE/SPACING PER SCHED. 12" FOUNDATION PER PLAN MHA. NOTE: STUD SPACING = 16" O.C., U.N.O. CORNER WHERE OCCURS TYPICAL OFFSET PLATE DETAIL 10 TYPICAL CORNER HOLDOWN DETAIL TYPICAL SHEAR WALL ELEVATION 4 NO SCALE SDI NO SCALE SDI NO SCALE S D I STRUCTURAL SHEAR WALL TYPE "N" FOR A MINIMUM I N L=X' -Y" LENGTH OF X' -Y" PER SCHEDULE BELOW. SHEAR WALL SCHEDULE - 3/8" THICK SHEATHING AND 16" O.C. STUD SPACING (*SEE ALL NOTES BELOW*) SHEAR MUDSILL THICKNESS SOLE PLATE PANEL EDGE PANEL FIELD "SIMPSON" ALLOW. WALL AND 1/2" DIAMETER NAIL SIZE NAIL SIZE NAIL SIZE A35 AND RBC LOAD TYPE ANCHOR BOLT SPACING AND SPACING AND SPACING AND SPACING CUP SPACING (PLF) 2X MUDSILL A35 AT 2'-8" 0.C° 260 AB ® 3'-9" O.C. 12d ®7" O.C. 8d ®6" O.C. 8d ®12" O.C. RBC AT V-8" O.C. 6 2X MUDSILLA35 AT 1'-8" O.C. 350 4* AB 0 2'-9" O.C. 12d ®5" O.C. 8d ®4" O.C. 8d ®12" O.C. RBC AT V-2" O.C. 2X MUDSILLA35 AT 1'-8" O.C. 380 4 AB ® V-3" O.C. 12d ®5" O.C. 8d ®4" O.C. Sd ®12" O.C. RBC AT l'-O"-O.C. 2X MUDSILLA35 AT 1'-5" O.C. 490 AB 0 1'-0" O.C. 12d 0 4" O.C. 8d ® 3" O.C. 8d 0 12" O.C. RBC AT 10" O.C. 3X MUDSILLA35 AT V-0" O.C. 640 2 AB 0 V-9" O.C. 12d ®3" O.C. Sd ®2" O.C. 8d ®12" O.C. RBC AT 8" O.C. REVISIONS: GENERAL NOTES: 1.) WALL FRAMING: USE 2X OR WIDER DF -L STUDS (PER PLAN), SOLE PLATE, TOP PLATES, AND BLOCKING. USE PT DF -L MUDSILL PER SCHEDULE ABOVE. BLOCK ALL PANEL EDGES. 2.) SHEATHING: USE APA RATED (32/16 SPAN RATING) SHEATHING UNLESS NOTED OTHERWISE. EDGE NAIL PANELS AT ALL EDGES, TOP PLATES, SOLE PLATE, MUDSILL, POSTS, AND HOLDOWN DATE: 8/05/16 COMPRESSION POSTS/STUDS. 3.) NAIL SIZES: 8d: 2 1/2" X 0.131" DIAMETER COMMON, OR 2 1/2" X 0.113" DIAMETER HDG BOX, SCALE: NTS 12d: 3 1/8" X 0.135" DIAMETER SINKER, 20d: 4" X 0.192" DIAMETER COMMON. DO NOT OVERDRIVE NAILS. STAGGER SOLE FASTENING AND PRE -DRILL PILOT HOLES (MAX DRAWN BY: RKB 75% NAIL DIA) TO AVOID SPLITTING WALL ELEMENTS. 4.) AT SHEAR WALL TYPES "4", "3", AND "2" USE 3X NOMINAL FRAMING AT ABUTTING PANEL EDGES AND JOB NUMBER: 16-237 STAGGER NAILING. 5.) ALLOWABLE LOADS MAY BE MULTIPLIED BY 1.4 WHERE WIND LOADS GOVERN. SHEET: i TYPICAL SHEAR WALL SCHEDULE 1 NO SCALE SDI ■ ■ FOUNDATION PER PLAN MHA. NOTE: STUD SPACING = 16" O.C., U.N.O. CORNER WHERE OCCURS TYPICAL OFFSET PLATE DETAIL 10 TYPICAL CORNER HOLDOWN DETAIL TYPICAL SHEAR WALL ELEVATION 4 NO SCALE SDI NO SCALE SDI NO SCALE S D I STRUCTURAL SHEAR WALL TYPE "N" FOR A MINIMUM I N L=X' -Y" LENGTH OF X' -Y" PER SCHEDULE BELOW. SHEAR WALL SCHEDULE - 3/8" THICK SHEATHING AND 16" O.C. STUD SPACING (*SEE ALL NOTES BELOW*) SHEAR MUDSILL THICKNESS SOLE PLATE PANEL EDGE PANEL FIELD "SIMPSON" ALLOW. WALL AND 1/2" DIAMETER NAIL SIZE NAIL SIZE NAIL SIZE A35 AND RBC LOAD TYPE ANCHOR BOLT SPACING AND SPACING AND SPACING AND SPACING CUP SPACING (PLF) 2X MUDSILL A35 AT 2'-8" 0.C° 260 AB ® 3'-9" O.C. 12d ®7" O.C. 8d ®6" O.C. 8d ®12" O.C. RBC AT V-8" O.C. 6 2X MUDSILLA35 AT 1'-8" O.C. 350 4* AB 0 2'-9" O.C. 12d ®5" O.C. 8d ®4" O.C. 8d ®12" O.C. RBC AT V-2" O.C. 2X MUDSILLA35 AT 1'-8" O.C. 380 4 AB ® V-3" O.C. 12d ®5" O.C. 8d ®4" O.C. Sd ®12" O.C. RBC AT l'-O"-O.C. 2X MUDSILLA35 AT 1'-5" O.C. 490 AB 0 1'-0" O.C. 12d 0 4" O.C. 8d ® 3" O.C. 8d 0 12" O.C. RBC AT 10" O.C. 3X MUDSILLA35 AT V-0" O.C. 640 2 AB 0 V-9" O.C. 12d ®3" O.C. Sd ®2" O.C. 8d ®12" O.C. RBC AT 8" O.C. REVISIONS: GENERAL NOTES: 1.) WALL FRAMING: USE 2X OR WIDER DF -L STUDS (PER PLAN), SOLE PLATE, TOP PLATES, AND BLOCKING. USE PT DF -L MUDSILL PER SCHEDULE ABOVE. BLOCK ALL PANEL EDGES. 2.) SHEATHING: USE APA RATED (32/16 SPAN RATING) SHEATHING UNLESS NOTED OTHERWISE. EDGE NAIL PANELS AT ALL EDGES, TOP PLATES, SOLE PLATE, MUDSILL, POSTS, AND HOLDOWN DATE: 8/05/16 COMPRESSION POSTS/STUDS. 3.) NAIL SIZES: 8d: 2 1/2" X 0.131" DIAMETER COMMON, OR 2 1/2" X 0.113" DIAMETER HDG BOX, SCALE: NTS 12d: 3 1/8" X 0.135" DIAMETER SINKER, 20d: 4" X 0.192" DIAMETER COMMON. DO NOT OVERDRIVE NAILS. STAGGER SOLE FASTENING AND PRE -DRILL PILOT HOLES (MAX DRAWN BY: RKB 75% NAIL DIA) TO AVOID SPLITTING WALL ELEMENTS. 4.) AT SHEAR WALL TYPES "4", "3", AND "2" USE 3X NOMINAL FRAMING AT ABUTTING PANEL EDGES AND JOB NUMBER: 16-237 STAGGER NAILING. 5.) ALLOWABLE LOADS MAY BE MULTIPLIED BY 1.4 WHERE WIND LOADS GOVERN. SHEET: i TYPICAL SHEAR WALL SCHEDULE 1 NO SCALE SDI ■ ■ STRUCTURAL SHEAR WALL TYPE "N" FOR A MINIMUM I N L=X' -Y" LENGTH OF X' -Y" PER SCHEDULE BELOW. SHEAR WALL SCHEDULE - 3/8" THICK SHEATHING AND 16" O.C. STUD SPACING (*SEE ALL NOTES BELOW*) SHEAR MUDSILL THICKNESS SOLE PLATE PANEL EDGE PANEL FIELD "SIMPSON" ALLOW. WALL AND 1/2" DIAMETER NAIL SIZE NAIL SIZE NAIL SIZE A35 AND RBC LOAD TYPE ANCHOR BOLT SPACING AND SPACING AND SPACING AND SPACING CUP SPACING (PLF) 2X MUDSILL A35 AT 2'-8" 0.C° 260 AB ® 3'-9" O.C. 12d ®7" O.C. 8d ®6" O.C. 8d ®12" O.C. RBC AT V-8" O.C. 6 2X MUDSILLA35 AT 1'-8" O.C. 350 4* AB 0 2'-9" O.C. 12d ®5" O.C. 8d ®4" O.C. 8d ®12" O.C. RBC AT V-2" O.C. 2X MUDSILLA35 AT 1'-8" O.C. 380 4 AB ® V-3" O.C. 12d ®5" O.C. 8d ®4" O.C. Sd ®12" O.C. RBC AT l'-O"-O.C. 2X MUDSILLA35 AT 1'-5" O.C. 490 AB 0 1'-0" O.C. 12d 0 4" O.C. 8d ® 3" O.C. 8d 0 12" O.C. RBC AT 10" O.C. 3X MUDSILLA35 AT V-0" O.C. 640 2 AB 0 V-9" O.C. 12d ®3" O.C. Sd ®2" O.C. 8d ®12" O.C. RBC AT 8" O.C. REVISIONS: GENERAL NOTES: 1.) WALL FRAMING: USE 2X OR WIDER DF -L STUDS (PER PLAN), SOLE PLATE, TOP PLATES, AND BLOCKING. USE PT DF -L MUDSILL PER SCHEDULE ABOVE. BLOCK ALL PANEL EDGES. 2.) SHEATHING: USE APA RATED (32/16 SPAN RATING) SHEATHING UNLESS NOTED OTHERWISE. EDGE NAIL PANELS AT ALL EDGES, TOP PLATES, SOLE PLATE, MUDSILL, POSTS, AND HOLDOWN DATE: 8/05/16 COMPRESSION POSTS/STUDS. 3.) NAIL SIZES: 8d: 2 1/2" X 0.131" DIAMETER COMMON, OR 2 1/2" X 0.113" DIAMETER HDG BOX, SCALE: NTS 12d: 3 1/8" X 0.135" DIAMETER SINKER, 20d: 4" X 0.192" DIAMETER COMMON. DO NOT OVERDRIVE NAILS. STAGGER SOLE FASTENING AND PRE -DRILL PILOT HOLES (MAX DRAWN BY: RKB 75% NAIL DIA) TO AVOID SPLITTING WALL ELEMENTS. 4.) AT SHEAR WALL TYPES "4", "3", AND "2" USE 3X NOMINAL FRAMING AT ABUTTING PANEL EDGES AND JOB NUMBER: 16-237 STAGGER NAILING. 5.) ALLOWABLE LOADS MAY BE MULTIPLIED BY 1.4 WHERE WIND LOADS GOVERN. SHEET: i TYPICAL SHEAR WALL SCHEDULE 1 NO SCALE SDI ■ ■ REVISIONS: GENERAL NOTES: 1.) WALL FRAMING: USE 2X OR WIDER DF -L STUDS (PER PLAN), SOLE PLATE, TOP PLATES, AND BLOCKING. USE PT DF -L MUDSILL PER SCHEDULE ABOVE. BLOCK ALL PANEL EDGES. 2.) SHEATHING: USE APA RATED (32/16 SPAN RATING) SHEATHING UNLESS NOTED OTHERWISE. EDGE NAIL PANELS AT ALL EDGES, TOP PLATES, SOLE PLATE, MUDSILL, POSTS, AND HOLDOWN DATE: 8/05/16 COMPRESSION POSTS/STUDS. 3.) NAIL SIZES: 8d: 2 1/2" X 0.131" DIAMETER COMMON, OR 2 1/2" X 0.113" DIAMETER HDG BOX, SCALE: NTS 12d: 3 1/8" X 0.135" DIAMETER SINKER, 20d: 4" X 0.192" DIAMETER COMMON. DO NOT OVERDRIVE NAILS. STAGGER SOLE FASTENING AND PRE -DRILL PILOT HOLES (MAX DRAWN BY: RKB 75% NAIL DIA) TO AVOID SPLITTING WALL ELEMENTS. 4.) AT SHEAR WALL TYPES "4", "3", AND "2" USE 3X NOMINAL FRAMING AT ABUTTING PANEL EDGES AND JOB NUMBER: 16-237 STAGGER NAILING. 5.) ALLOWABLE LOADS MAY BE MULTIPLIED BY 1.4 WHERE WIND LOADS GOVERN. SHEET: i TYPICAL SHEAR WALL SCHEDULE 1 NO SCALE SDI ■ ■ FASTENING SCHEDULE (TABLE 2304.9.1) CONNECTION FASTENING"" LOCATION 1. JOIST TO SILL OR GIRDER 3 - 8d COMMON (2 1/2" X 0.131") F1.5 1'-6" 1'-6" 3 - 3" X 0.131" NAILS TOE NAIL 2'-0" 2'-0" 3 - 3" 14 GA. STAPLES F2.5 2. BRIDGING TO JOIST 2 - 8d COMMON (2 1/2" X 0.131") F3 3'-0" 3'-0" 2 - 3" X 0.131" NAILS TOE NAIL EACH END 2 - 3" 14 GA. STAPLES 3. 1" X 6" SUBFLOOR OR LESS TO EACH JOIST 2 - 8d COMMON (2 1/2" X 0.131") FACE NAIL 4. WIDER THAN 1" X 6" SUBFLOOR TO EACH JOIST 3 - 8d COMMON (2 1/2" X 0.131") FACE NAIL 5. 2" SUBFLOOR TO JOIST OR GIRDER 2 - 16d COMMON (3 1/2" X 0.162") BLIND AND FACE NAIL 6. SOLE PLATE TO JOIST OR BLOCKING 16d (3 1/2" X 0.135") AT 16" O.C. 3" X 0.131" NAILS AT 8" O.C. TYPICAL FACE NAIL 3" 14 GA. STAPLES AT 12" O.C. SOLE PLATE TO JOIST OR BLOCKING AT 3 - 16d (3 1/2" X 0.135") AT 16" O.C. BRACED WALL PANELS BRACED WALL PANEL 4 - 3" X 0.131" NAILS AT 16" O.C. 4 - 3" 14 GA. STAPLES PER 16" 7. TOP PLATE TO STUD 2 - 16d COMMON (3 1/2" X 0.162") 3 - 3" X 0.131" NAILS END NAIL 3 - 3" 14 GA. STAPLES 8. STUD TO SOLE PLATE 4 - 8d COMMON (2 1/2" X 0.131") 4 - 3" X 0.131" NAILS AT 8" O.C. TOE NAIL 3 - 3" 14 GA. STAPLES AT 12" O.C. 2 - 16d COMMON (3 1/2" X 0.162") END NAIL 3 - 3" X 0.131" NAILS 3 - 3" 14 GA. STAPLES 9. DOUBLE STUDS 16d (3 1/2" X 0.135") AT 24" O.C. 3" X 0.131" NAIL AT 8" O.C. FACE NAIL 3" 14 GA. STAPLE AT 8" O.C. 10. DOUBLE TOP PLATES 16d (3 1/2" X 0.135") AT 16" O.C. 3" X 0.131" NAIL AT 12" O.C. TYPICAL FACE NAIL 3" 14 GA. STAPLE AT 12" O.C. DOUBLE TOP PLATES 8 - 16d COMMON (3 1/2" X 0.162") 12 - 3" X 0.131" NAILS LAP SPLICE 12 - 3" 14 GA. STAPLES 11. BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE 3 - 8d COMMON (2 1/2" X 0.131") 3 - 3" X 0.131" NAILS TOE NAIL 3 - 3" 14 GA. STAPLES 12. RIM JOIST TO TOP PLATE 8d (2 1/2" X 0.131") AT 6" O.C. 3" X 0.131" NAIL AT 6" O.C. TOE NAIL 3" 14 GA. STAPLE AT 6" O.C. 13. TOP PLATES, LAPS AND INTERSECTIONS 2 - 16d COMMON (3 1/2" X 0.162") 3 - 3" X 0.131" NAILS FACE NAIL 3 - 3" 14 GA. STAPLES 14. CONTINUOUS HEADER, TWO PIECES 16d COMMON (3 1/2" X 0.162") 16" O.C. ALONG EDGE 15. CEILING JOISTS TO PLATE 3 - 8d COMMON (2 1/2" X 0.131") 5 - 3" X 0.131" NAILS TOE NAIL 5 - 3" 14 GA. STAPLES 16. CONTINUOUS HEADER TO STUD 4 - 8d COMMON (2 1/2" X 0.131") TOE NAIL 17. CEILING JOISTS, LAPS OVER PARTITIONS 3 - 16d COMMON (3 1/2" X 0.162") MIN, TABLE 2308.10.4.1 4 - 3" X 0.131" NAILS FACE NAIL 4 - 3" 14 GA. STAPLES 18. CEILING JOISTS TO PARALLEL RAFTERS 3 - 16d COMMON (3 1/2" X 0.162") MIN, TABLE 2308.10.4.1 4 - 3" X 0.131" NAILS FACE NAIL 4 - 3" 14 GA. STAPLES 19. RAFTER TO PLATE 3 - 8d COMMON (2 1/2" X 0.131") 5 - 3" X 0.131" NAILS TOE NAIL 5 - 3" 14 GA. STAPLES 20. 1" DIAGONAL BRACE TO EACH STUD AND PLATE 2 - 8d COMMON (2 1/2" X 0.131") 2 - 3" X 0.131" NAILS FACE NAIL 3 - 3" 14 GA. STAPLES 21. 1" X 8" SHEATHING TO EACH BEARING 3 - 8d COMMON (2 1/2" X 0.131") FACE NAIL 22. WIDER THAN 1" X 8" SHEATHING TO EACH BEARING 3 - 8d COMMON (2 1/2" X 0.131") FACE NAIL 23. BUILT-UP CORNER STUDS 16d COMMON (3 1/2" X 0.162") 24" O.C. 3" X 0.131" NAILS 16" O.C. 3" 14 GA. STAPLES 16" O.C. 24. BUILT-UP GIRDER AND BEAMS 20d COMMON (4" X 0.192") AT 32" O.C. FACE NAIL AT TOP AND 3" X 0.131" NAILS AT 24" O.C. BOTTOMSTAGGERED ON 3" 14 GA. STAPLES AT 24" O.C. OPPOSITE ENDS 2 - 20d COMMON (4" X 0.192") FACE NAIL AT ENDS AND 3 - 3" X 0.131" NAILS AT EACH SPLICE 3 - 3" 14 GA. STAPLES 25. 2" PLANKS 16d COMMON (3 1/2" X 0.162") AT EACH BEARING 26. COLLAR TiE TO RAFTER 3 - 10d COMMON (3" X 0.148") 4 - 3" X 0.131" NAILS FACE NAIL 4 - 3" 14 GA. STAPLES 27. JACK RAFTER TO HIP 3 - 10d COMMON (3" X 0.148") 4 - 3" X 0.131" NAILS TOE NAIL 4 - 3" 14 GA. STAPLES 2 - 16d COMMON (3 1/2" X 0.162") FACE NAIL 3-3"X0.131"NAILS 3 - 3" 14 GA. STAPLES 28. ROOF RAFTER TO 2X RIDGE BEAM 2 - 16d COMMON (3 1/2" X 0.162") 3 - 3" X 0.131" NAILS TOE NAIL 3 - 3" 14 GA. STAPLES 2 - 16d COMMON (3 1/2" X 0.162") FACE NAIL 3-3"X0.131"NAILS 3 - 3" 14 GA. STAPLES ')o .micT Tn RAND JOIST z - Hca CCIMM.CN, /z i/2, v n -n•\ 4 - 3" X 0.131" NAILS FACE NAIL 4 - 3" 14 GA. STAPLES 30. LEDGER STRIP 3 - 16d COMMON (3 1/2" X 0.162") 4 - 3" X 0.131" NAILS FACE NAIL 4 - 3" 14 GA. STAPLES 31. WOOD STRUCTURAL PANELS AND PARTICLE BOARD.' 1/2" AND LESS 6d' SUBFLOOR, ROOF AND WALL SHEATHING (TO FRAMING) 2 3/8" X 0.113" NAIL" 19/32" TO 3/4" 8d OR 6d• 2 3/8" X 0.113" NAIL' SINGLE FLOOR (COMBINATION SUBFLOOR-UN DERLAYMENT 7/8" TO 1" 8d° 1 1/8" TO 1 1/4" 10d°OR 8d° TO FRAMING) 3/4" AND LESS 6d' 7/8" TO 1" 8d• 1 1 /8" TO 1 1/4" 10d' OR 8d' 32. PANEL SIDING (TO FRAMING) 1/2" AND LESS 6d' 5/8" 8d' 33. FIBERBOARD SHEATHING' 1/2" No. 11 GAGE ROOFING NAIL" 6d COMMON NAIL (2" X 0.113") No. 16 GAGE STAPLE' 25/32" No. 11 GAGE ROOFING NAIL" 8d COMMON NAIL (2 1/2" X 0.131") No. 16 GAGE STAPLE' 34. INTERIOR PANELING 1/4" 4d1 3/8" 6d` CURB PER ARCH. 6" MAX SLAB STEP F SEE PLAN /CONTROL TOOL JOINT 1/8" MIN (2) #4 WIDTH 1/4- MAX/CONTINUOUS 1" DEEP MIN �/ SLAB EDGE -77 =III= III I=III I =III=III =11 I III (1) #4 CONT. #3 AT 12" O.C. III NATURAL II I o GRADE SEE I NOTE 3 PROVIDE 3/4" CHAMFER WHERE WALL ABOVE 11 DIMENSIONS PER ARCH DOES NOT OCCUR, TYP �- MECH. PAD #4 CONT DIMENSIONS PER ARCH OR CURB TYP 1'-0" #4x4' -O" SEE AT 1'-6" O.C. NOTE 3 • #3 AT IIIIIII 111=111111111=-=IIIIIIIII 12" O.C. 'V •-0" TYP. SLAB 2x4x2'-0 KEY #3 AT 1'-6" O.C. AT 3'-0" O.C. CONSTRUCTION REINFORCING 1,-0„ JOINT PER PLAN NOTES: 1. PREPARE SUBGRADE PER SOILS REPORT IF APPLICABLE. 2. SEE PLAN FOR RECOMMENDED SLAB REINFORCING. 3. MAY REDUCE DIMENSION TO 6" IF WALL ABOVE DOES NOT OCCUR. 4. GENERAL CONTRACTOR SHALL PROVIDE CONTROL AND CONSTRUCTION JOINT LAYOUT PLAN FOR ENGINEER'S REVIEW PRIOR TO CONCRETE PLACEMENT. TYPICAL SLAB -ON -GRADE DETAILS 9 NO SCALE (�SD2 __t THICKNESS 3" CLR A N 3" 3" C FTG TYPE PER PL B� FORCE WITH #4 i" O.C. E. W. TYPICAL SPREAD FOOTING SCHEDULE s NO SCALE �SD2 REINFORCIN CLZ W< J a. common or box naps are per nittea to be usea except where otherwise statea 0 �- b. Nails spaced at 6 inches on center at edges, 12 inches at intermediate supports except 6 inches at supports where spans are Z 48 inches or more. For nailing of wood structural panel and particleboard diaphragms and shear walls, refer to Section 2305. Nails F W for wall sheathing are permitted to be common, box or casing. O CL c. Common or deformed shank (6d - 2" x 0.113"; 8d - 2 1/2" x 0.131"; 10d - 3" x 0.148") O d. Common (6d - 2" x 0.113"; 8d - 2 1/2" x 0.131"; 10d - 3" x 0.148") e. Deformed shank (6d - 2" x 0.113"; 8d - 2 1/2" x 0.131"; 10d - 3" x 0.148") f. Corrosion -resistant siding (6d - 1 7/8" x 0.106"; 8d - 2 3/8" x 0.128") or casing (6d - 2" x .099"; 8d - 2 1/2" x 0.113") nail g. Fasteners spaced 3 inches on center at exterior ridges and 6 inches on center at intermediate supports, when used as structural sheathing. Spacing shall be 6 inches on center on the edges and 12 inches on center at intermediate supports for nonstructural applications. h. Corrosion -resistant roofing nails with 7/16 inch diameter head and 1 1/8 inch length for 1/2 inch sheathing and 1 3/4 inch length for 25/32 sheathing. 3" MI 1. Corrosion -resistant staples with nominal 7/16 inch crown and 1 1/8 inch length for 1/2 inch sheathing and 1 1/2 inch length for 25/32 sheathing. Panel supports at 15 inches (20 inches if strength axis In the long direction of the panel, unless otherwise marked). I Casing (1 1/2" x 0.080") or finish (1 1/2" x 0.072") nails spaced 6 inches on panel edges, 12 inches at intermediate supports. k. Panel supports at 24 inches. Casing or finish nails spaced 6 inches on panel edges, 12 inches at intermediate supports. I. For roof sheathing applications, 8d nails (2 1/2" x 0.113") are the minimum required for wood structural panels. m. Staples shall have a minimum crown width of 7/16 inch. 16" MIN n. For roof sheathing applications, fasteners spaced 4 inches on center at edges, 8 inches at intermediate supports. o. Fasteners spaced 4 inches on center at edges, 8 inches at intermediate supports for subfloor and wall sheathing and 3 inches on center at edges, 6 inches at intermediate supports of roof sheathing. p. Fasteners spaced 4 inches on center at edges, 8 inches at intermediate supports. TYPICAL FASTENING SCHEDULE 10 TYPICAL THICKENED FOOTING AT SSTB 7 NO SCALE �AD �2 NO SCALE SD2 ST/MULTIPLE STUD GROUP PER PLAN P.T. DF SILL AND A.B. PER 3/SD1 (6) 12d TOENAILS OR SLAB PER PLAN T T (6) 16d END NAILS I I 0 c _ .......... ........ _... _. .._.................. f 3" CLR, TYP SPREAD FOOTING PER 1-�" PLAN WHERE OCCURS CONTINUOUS FOOTING PER 11/SD1 WHERE OCCURS TYPICAL POST AT WALL DETAIL 6 NO SCALE �ID2 PROVIDE 6" MIN WIDTH STEM BEYOND PER 4/SD2 WITH #4 TOP HOOKED AT EACH END AND #4 VERT 12" O.C. 1/2" LIP AT GARAGE (3) MIN PER WALL SEGMENT DOOR OPENING WHERE REQUIRED 1/2- ISOLATION JOINTx 1/2" ISOLATION PAVEMENT AND SLOPE i JOINT BEYOND SUBGRADE BY OTHERS P�--CONCRETE SB LA NATURAL PER PLAN GRADE LINE � I _- I I •I• ° 12" MIN 1 1/2 (2) LAYERS OF CLR •� BUILDING PAPER 3" CLR (2) #4 TOP AND BOTT, CONT THIS LINE -�` 12"� TYP GARAGE DOOR OPENING FNDN DTL 5 ALL FRAMING PER PLAN P.T. DF SILL AND A.B. PER 3/SD1 SLAB PER PLAN I I� 1'-0" (2) #4 T&B TYPICAL INTERIOR FOUNDATION DETAIL NO SCALE CONCRETE 1/2" ISOLATION JOINT SLAB -ON -GRADE CONCRETE PER PLAN SLAB -ON -GRADE /PER PLAN 000 • � O O p i I 4� `SPREAD FOOTING PER PLAN WHERE OCCURS NOTE: SEE DETAIL 1/SD2 FOR ADDITIONAL INFORMATION. F3 �D2 TYPICAL FOUNDATION DETAIL ( 2 1 NO SCALE �D2 NO SCALE WALL FRAMING PER PLAN SHEAR PER PLAN WHERE OCCURS - PT DF SILL AND AB PER 3/SD1 1/2" ISOLATION JOINT EN CONCRETE SLAB -ON -GRADE 6" MIN PER PLAN II ', SLOPE GRADE 8" MIN II • AWAY FROM FNDN i__.L.r.r.._. 0 0 0° Qo #4 AT 24" OC VERT, #4 I ° AT 18" OC HORIZ, WHERE 12" MIN STEM WALL HEIGHT > V-6" 8" #4 CONT TOP AND BOTT " i. 3" CLR, TYP 12 SPREAD FOOTING PER PLAN WHERE OCCURS NOTE: INCREASE FOOTING AND STEM WIDTH AS REQ'D AT THICKENED EXTERIOR WALLS PER PLAN, WHERE OCCURS. TYP EXTERIOR GARAGE WALL FNDN DETAIL 4 NO SCALE �AD 2 WALL FRAMING PER PLAN PT DF SILL AND AB PER 3/SD1 -SHEAR PER PLAN WHERE OCCURS CONCRETE SLAB -ON -GRADE EN PER PLAN ROUGHEN SURFACE Z114- AMPLITUDE • I 1 1/2" #4 SLAB TiES II CLR MIN, 8" MIN AT 4'-0" OC �TYPSLOPE FINISHED _. _.__.....GRADE AWAY #4 AT 24" OC VERT, #4 I _ -- � i I AT 18 OC HORIZ, WHERE FROM FOUNDA110N STEM WALL HEIGHT > V-6" 6" MIN #4 CONT TOP AND BOTT , �� 12" MIN I 8" I ... ............ 3" CLR, TYP �_12" SPREAD FOOTING PER PLAN WHERE OCCURS NOTE: SEE DETAIL 7/SD2 FOR ADDITIONAL INFORMATION. TYPICAL SLAB FOUNDATION DETAIL 1 NO SCALE LSDJ2 Q9, FESS/0/ q ��P Fez No. 75688j�1 * 6/ 0/16 JT C/VIL gTFOF CALF' 8/05/16 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE ONLY WITH THE ATTACHED STRUCTURAL CALCULATIONS 1 383 Rio Lindo Ave. Suite 200 Chico, CA 95926 P. 530.592.4407 SummitChico.com i� W U U O O � U d' _ t!7 U `0 1 � Nz z0 ULU Co z Q � of CL z �0 F. UO Q ryo I..I..) U REVISIONS: DATE: 8/05/16 SCALE: NTS DRAWN BY: RKB JOB NUMBER: 16-237 SHEET: SD2 FOOTING SCHEDULE FOOTING TYPE DIMENSION A DIMENSION B, U.N.O. THICKNESS, U.N.O. F1.5 1'-6" 1'-6" 12" F2 2'-0" 2'-0" 12" F2.5 2'-6" 2'-6" 12" F3 3'-0" 3'-0" 12" TYPICAL SPREAD FOOTING SCHEDULE s NO SCALE �SD2 REINFORCIN CLZ W< J a. common or box naps are per nittea to be usea except where otherwise statea 0 �- b. Nails spaced at 6 inches on center at edges, 12 inches at intermediate supports except 6 inches at supports where spans are Z 48 inches or more. For nailing of wood structural panel and particleboard diaphragms and shear walls, refer to Section 2305. Nails F W for wall sheathing are permitted to be common, box or casing. O CL c. Common or deformed shank (6d - 2" x 0.113"; 8d - 2 1/2" x 0.131"; 10d - 3" x 0.148") O d. Common (6d - 2" x 0.113"; 8d - 2 1/2" x 0.131"; 10d - 3" x 0.148") e. Deformed shank (6d - 2" x 0.113"; 8d - 2 1/2" x 0.131"; 10d - 3" x 0.148") f. Corrosion -resistant siding (6d - 1 7/8" x 0.106"; 8d - 2 3/8" x 0.128") or casing (6d - 2" x .099"; 8d - 2 1/2" x 0.113") nail g. Fasteners spaced 3 inches on center at exterior ridges and 6 inches on center at intermediate supports, when used as structural sheathing. Spacing shall be 6 inches on center on the edges and 12 inches on center at intermediate supports for nonstructural applications. h. Corrosion -resistant roofing nails with 7/16 inch diameter head and 1 1/8 inch length for 1/2 inch sheathing and 1 3/4 inch length for 25/32 sheathing. 3" MI 1. Corrosion -resistant staples with nominal 7/16 inch crown and 1 1/8 inch length for 1/2 inch sheathing and 1 1/2 inch length for 25/32 sheathing. Panel supports at 15 inches (20 inches if strength axis In the long direction of the panel, unless otherwise marked). I Casing (1 1/2" x 0.080") or finish (1 1/2" x 0.072") nails spaced 6 inches on panel edges, 12 inches at intermediate supports. k. Panel supports at 24 inches. Casing or finish nails spaced 6 inches on panel edges, 12 inches at intermediate supports. I. For roof sheathing applications, 8d nails (2 1/2" x 0.113") are the minimum required for wood structural panels. m. Staples shall have a minimum crown width of 7/16 inch. 16" MIN n. For roof sheathing applications, fasteners spaced 4 inches on center at edges, 8 inches at intermediate supports. o. Fasteners spaced 4 inches on center at edges, 8 inches at intermediate supports for subfloor and wall sheathing and 3 inches on center at edges, 6 inches at intermediate supports of roof sheathing. p. Fasteners spaced 4 inches on center at edges, 8 inches at intermediate supports. TYPICAL FASTENING SCHEDULE 10 TYPICAL THICKENED FOOTING AT SSTB 7 NO SCALE �AD �2 NO SCALE SD2 ST/MULTIPLE STUD GROUP PER PLAN P.T. DF SILL AND A.B. PER 3/SD1 (6) 12d TOENAILS OR SLAB PER PLAN T T (6) 16d END NAILS I I 0 c _ .......... ........ _... _. .._.................. f 3" CLR, TYP SPREAD FOOTING PER 1-�" PLAN WHERE OCCURS CONTINUOUS FOOTING PER 11/SD1 WHERE OCCURS TYPICAL POST AT WALL DETAIL 6 NO SCALE �ID2 PROVIDE 6" MIN WIDTH STEM BEYOND PER 4/SD2 WITH #4 TOP HOOKED AT EACH END AND #4 VERT 12" O.C. 1/2" LIP AT GARAGE (3) MIN PER WALL SEGMENT DOOR OPENING WHERE REQUIRED 1/2- ISOLATION JOINTx 1/2" ISOLATION PAVEMENT AND SLOPE i JOINT BEYOND SUBGRADE BY OTHERS P�--CONCRETE SB LA NATURAL PER PLAN GRADE LINE � I _- I I •I• ° 12" MIN 1 1/2 (2) LAYERS OF CLR •� BUILDING PAPER 3" CLR (2) #4 TOP AND BOTT, CONT THIS LINE -�` 12"� TYP GARAGE DOOR OPENING FNDN DTL 5 ALL FRAMING PER PLAN P.T. DF SILL AND A.B. PER 3/SD1 SLAB PER PLAN I I� 1'-0" (2) #4 T&B TYPICAL INTERIOR FOUNDATION DETAIL NO SCALE CONCRETE 1/2" ISOLATION JOINT SLAB -ON -GRADE CONCRETE PER PLAN SLAB -ON -GRADE /PER PLAN 000 • � O O p i I 4� `SPREAD FOOTING PER PLAN WHERE OCCURS NOTE: SEE DETAIL 1/SD2 FOR ADDITIONAL INFORMATION. F3 �D2 TYPICAL FOUNDATION DETAIL ( 2 1 NO SCALE �D2 NO SCALE WALL FRAMING PER PLAN SHEAR PER PLAN WHERE OCCURS - PT DF SILL AND AB PER 3/SD1 1/2" ISOLATION JOINT EN CONCRETE SLAB -ON -GRADE 6" MIN PER PLAN II ', SLOPE GRADE 8" MIN II • AWAY FROM FNDN i__.L.r.r.._. 0 0 0° Qo #4 AT 24" OC VERT, #4 I ° AT 18" OC HORIZ, WHERE 12" MIN STEM WALL HEIGHT > V-6" 8" #4 CONT TOP AND BOTT " i. 3" CLR, TYP 12 SPREAD FOOTING PER PLAN WHERE OCCURS NOTE: INCREASE FOOTING AND STEM WIDTH AS REQ'D AT THICKENED EXTERIOR WALLS PER PLAN, WHERE OCCURS. TYP EXTERIOR GARAGE WALL FNDN DETAIL 4 NO SCALE �AD 2 WALL FRAMING PER PLAN PT DF SILL AND AB PER 3/SD1 -SHEAR PER PLAN WHERE OCCURS CONCRETE SLAB -ON -GRADE EN PER PLAN ROUGHEN SURFACE Z114- AMPLITUDE • I 1 1/2" #4 SLAB TiES II CLR MIN, 8" MIN AT 4'-0" OC �TYPSLOPE FINISHED _. _.__.....GRADE AWAY #4 AT 24" OC VERT, #4 I _ -- � i I AT 18 OC HORIZ, WHERE FROM FOUNDA110N STEM WALL HEIGHT > V-6" 6" MIN #4 CONT TOP AND BOTT , �� 12" MIN I 8" I ... ............ 3" CLR, TYP �_12" SPREAD FOOTING PER PLAN WHERE OCCURS NOTE: SEE DETAIL 7/SD2 FOR ADDITIONAL INFORMATION. TYPICAL SLAB FOUNDATION DETAIL 1 NO SCALE LSDJ2 Q9, FESS/0/ q ��P Fez No. 75688j�1 * 6/ 0/16 JT C/VIL gTFOF CALF' 8/05/16 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE ONLY WITH THE ATTACHED STRUCTURAL CALCULATIONS 1 383 Rio Lindo Ave. Suite 200 Chico, CA 95926 P. 530.592.4407 SummitChico.com i� W U U O O � U d' _ t!7 U `0 1 � Nz z0 ULU Co z Q � of CL z �0 F. UO Q ryo I..I..) U REVISIONS: DATE: 8/05/16 SCALE: NTS DRAWN BY: RKB JOB NUMBER: 16-237 SHEET: SD2 2X SOLID BLOCK WITH NAILING TO MATCH SOLE ROOF PLY AND NAILING PER SHEAR WALL SCHED. NAILING PER PLAN E.N., TYP 1'-0" MAX 2=0" E.N. (3) 16d TOENAILS TO JOIST OR TRUSS JOIST OR TRUSS SD3 NO SCALE SD3 NO.SCALE NO SCALE STRAP AND NAILING PER SCHEDULE SECOND STRAP AT LAP EN WHERE OCCURS PLY AND NAILING PER PLAN 16d AT 12" O.C!� BLK'G PER SCHEDULE JOIST OR TRUSS PER PLAN STRAP PARALLEL TO JOIST OR TRUSS STRAP AND NAILING PER SCHEDULE SECOND STRAP AT LAP � \ /EN WHERE OCCURS PLY AND NAILING PER PLAN �l JOIST OR TRUSS PER PLAN 'BLK'G PER SCHEDULE STRAP PERPENDICULAR TO JOIST OR TRUSS ROOF PLY AND NAILING PER PLAN HIP/VALLEY PER PLAN ++ ++I 16d AT 8" O.C.- STRONG-BACK .C.STRONG-BACK BRACE PLAN SECTION ---(:A CJ PER PLAN\ ++ n 6, MIN. 2 ,(5) 16d, TYP ALWAYS PROVIDE OPPOSING BRACES r, r_.......j.....: _ /BRACE PER 4/SD3, TYP A34 E.S. HGR PER SCHED, PER PLAN `A35 SCJ PER PLAN OR \HGR PER SCHED. AT CJ, TYP BLOCK AT 32" O.C., WALL / BEAM PER PLAN TYP V'FY STUD DIRECTLY AT BRACE, TYP. TYPICAL DRAG STRAP DETAILS 11 TYPICAL HIP/VALLEY BRACE DETAIL 8 TYPICAL BRACING DETAIL NO SCALE SD3 NO SCALE SD3 NO SCALE TYPICAL DRAG STRAP SCHEDULE DRAG STRAP END/LAP END LENGTH END LAP LENGTH LAP MID LENGTH MID LENGTH MARK STRONG -BACK BRACE LENGTH NAIL FASCIA/SOFFIT NAIL LENGTH BLOCK NAILING BLOCK j°<3 • QUANTITY QUANTITY (5) 16d NAILS TYP. D CMSTCI 6 1'-8" (25) 16d I 4X6 1(50) 16d I 4X8 8d, 4 1/2- O.C. IAT 2X4 2X CONT. BY OTHERS SINKER FLAT SINKER FLAT • FLAT (5) 16d NAILS STRAP AND2X TIES WITH (6) 16d EA. ALWAYS PROVIDE SOLID MIN 2X6 BRACE AT SPACING END AT EA. RAFTER WHERE RAFTERS RUN• ° BLOCK AND E.N. AT "I" OPPOSING BRACES PER PLAN, 4'-0" O.C. MAX. PERPENDICULAR TO CJ'S E.N/E.N.— WHERE OCCURS 2 MIN., TYP :� NAILING PER STRAP AND 16d AT EA 2X CJ/TIE • -----E.N., TYP MID LENGTH BLK'G BLOCKING 1 - SHEATHING PER SWS TYPE RAFTER CONNECTION � 2X BLOCK 2X CLG. JOIST PER PLAN •. CEILING JOIST PER RBC CLIP PER SCHEDULE NAILING PER PER SCHEDULE SHEAR WALL SCHEDULE, OTHERS "6", TYP ENTIRE WALL (5) 16d NAILS PROVIDE SOLID WEB OTHERWISE 4'-0" O.C., TYP. 2X4 DF#2 FLAT 2X BLOCK AT 48" O.C. WITH BACKING AT EACH TYP 2X STUDS AT 16" O.C. OR SCHEDULE SIDE OF "I" JOISTS TOP PLATE PER 6/ SD1 CEILING BEAM AS OCCUR PER MFR. AT ENTIRE PLAN SECTION it OOUTLOOKER AT 24" NOTCH RAFTER RAFTER OVERLAP (4) 16d TOENAILS EACH END RAFTER WALL FRAMING PER PLAN NOTE: PURLIN SIZE SHALL MATCH RAFTER SIZE TYPICAL ROOF PURLIN DETAIL 4 TYPICAL EAVE DETAIL .C., NO SCALE SD3 NO SCALE SD3 —MID LENGTH BLK'G PER SCHEDULE, TYP WATERPROOFING AND A TO SEAT OUTLOOKER TOP PLATE PER 6/SD1 1 PLAN, LAP LENGTH BLK'G ��DRAINAGE BY OTHERS </ TYP PER SCHEDULE 1 - E.N. PLYWOOD AND NAILING LAP LENGTH 1 5/8" MIN. JOIST OR _ �1 5 8 MIN. - E.N. PLY AT BLOCKS RIDGE PER PLAN TO MATCH WALL BELOW. NOTCH PLY WALL FRAMING END DISTANCE PLANS TYP END DISTANCE E.N. AROUND OUTLOOKERS - PER PLAN BLK'G SCHEDULE LAP LENGTH END LAP LENGTH PER RAFTER PER PLAN ROOF SHEATHING JOIST OR PER SCHEDULE SCHEDULE # FRAFTER TTO PER PLAN 2X6 BRACE AT 4'-0" TRUSS PER 2X BLOCK AT EVERY RAFTER (3) 16d O.C. WITH (4) 16d PLAN,TYP ,.-1 5/8" MIN. 16d AT BALLOON STUDS 48" O.C. TYP. CONN., 2'-0" O.C. MAX. NAILS EACH END END DISTANCE 12" O.C. �1 5/8" MIN. AT 12" O.C. U.N.O. 1/4" CLR TYP (5) 16d EA. 2X NAILS AT TO RAFTER • • END DISTANCE if,PER CONT. 2X6 SLOPED AT - - CONN. TYP. PROVIDE GAP BETWEEN PANELS • RAFTER PLANE WITH° --- AS REQ'D. BY MFR., 1/8" MIN. (3) 16d PER WALL STRAP AND STUD, 16" O.C. MAX A E. TYP PLAN OR 2X N NAILING PER MID LENGTH MID LENGTH BLK'G GBC CLIP E.S. BLOCK AT O.C. SCHEDULE PER SCHEDULE, TYP E, T PER SCHEDULE. DBL TOP PLATE OF EA BRACE INCREASE BLOCK PER 6/SD1 WIDTH AS REQ'D NOTE: STRAP ACROSS LEDGER DISCONTINUITIES WITH ST6224 STRAP. RIDGE BRACE 16d AT 8" O.C. PLYWOOD AND WALL FRAMING PER PLAN NAILING PER PLAN-- PER PLAN STRAP PERPENDICULAR STRAP PARALLEL TO F12� TYPICAL ROOF FRAMING DETAIL 9 TYPICAL RIDGE DETAIL 6 TYPICAL GABLE END DETAIL 3 TO JOIST OR TRUSS JOIST OR TRUSS SD3 NO SCALE SD3 NO.SCALE NO SCALE STRAP AND NAILING PER SCHEDULE SECOND STRAP AT LAP EN WHERE OCCURS PLY AND NAILING PER PLAN 16d AT 12" O.C!� BLK'G PER SCHEDULE JOIST OR TRUSS PER PLAN STRAP PARALLEL TO JOIST OR TRUSS STRAP AND NAILING PER SCHEDULE SECOND STRAP AT LAP � \ /EN WHERE OCCURS PLY AND NAILING PER PLAN �l JOIST OR TRUSS PER PLAN 'BLK'G PER SCHEDULE STRAP PERPENDICULAR TO JOIST OR TRUSS ROOF PLY AND NAILING PER PLAN HIP/VALLEY PER PLAN ++ ++I 16d AT 8" O.C.- STRONG-BACK .C.STRONG-BACK BRACE PLAN SECTION ---(:A CJ PER PLAN\ ++ n 6, MIN. 2 ,(5) 16d, TYP ALWAYS PROVIDE OPPOSING BRACES r, r_.......j.....: _ /BRACE PER 4/SD3, TYP A34 E.S. HGR PER SCHED, PER PLAN `A35 SCJ PER PLAN OR \HGR PER SCHED. AT CJ, TYP BLOCK AT 32" O.C., WALL / BEAM PER PLAN TYP V'FY STUD DIRECTLY AT BRACE, TYP. TYPICAL DRAG STRAP DETAILS 11 TYPICAL HIP/VALLEY BRACE DETAIL 8 TYPICAL BRACING DETAIL NO SCALE SD3 NO SCALE SD3 NO SCALE TYPICAL DRAG STRAP SCHEDULE DRAG STRAP END/LAP END LENGTH END LAP LENGTH LAP MID LENGTH MID LENGTH MARK REQ'D LENGTH NAIL LENGTH BLOCK NAIL LENGTH BLOCK NAILING BLOCK j°<3 QUANTITY QUANTITY (5) 16d NAILS TYP. D CMSTCI 6 1'-8" (25) 16d I 4X6 1(50) 16d I 4X8 8d, 4 1/2- O.C. IAT 2X4 2X CONT. SINKER FLAT SINKER FLAT EACH STRAP FLAT NOTE: PROVIDE LAP NAILING OVER THE SPECIFIED LAP LENGTH AT EACH END OF EACH PIECE OF CONTINUOUS STRAP. CONTINUOUS STRAP AS REQ'D PER PLAN END MID LAP MID END LENG LENGTH LENGTH LENGTH TYP LENGTH 12 it SD3 SD3 ROOF PLY AND NAILING PER PLAN 1+ + (5) 16d NAILS +' �- STRONG -BACK BRACE HIP OR VALLEY PER PLAN A PLAN SECTION A 16d AT 8" O.C. (5) 16d NAILS,,,SOLID BLOCK EACH SIDE OF BRACE A35 CLIP, TYPSCJ PER PLAN BM OR WALL PER PLAN END AMID \ LAP AMID � v S END NAILING NAILING NAILING NAILING NAILING TYPICAL DRAG STRAP SCHEDULE 10 TYPICAL ROOF BRACE DETAIL 7 NO SCALE SD3 NO SCALE S1)3 SD3 NO SCALE ROOF SHEATHING AND NAILING PER PLAN\ LSD DRAG STRAP AND BLOCK XPER PLAN WHERE OCCURS N. /E.N. "SOLID BLOCK WITH NAILING TO MATCH SOLE NAILING PER SHEAR WALL SCHED. CONT. RAFTER 1 DRAG TRUSS PER PLAN, TYP 1 ADD 2X4 FLAT TO BRACES LONGER THAN 6'-0" WITH 16d AT 12" O.C. 2X6 BRACE AT 4'-0" WITH (4) 16d NAILS EACH END CLIP & SPACING CJ PER PLAN, TYP PER SHEAR WALL SCHEDULE 2X BLOCKING AT 4'-0" O.C., ->'J\ E.N T&B, (3) 12d T.N. EA. END (3) 16d T.N. EA BLOCK SHEAR PER PLAN WALL FRAMING PER PLAN s SHEAR WALL DETAIL 2 S1)3_j NO SCALE SD3 oQ�OFESSIpN�I L�j No. 75688' * 6/ 0/16 s� c w gTFOF cwU 8/05/16 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE ONLY WITH THE ATTACHED STRUCTURAL CALCULATIONS 383 Rio Lindo Ave. Suite 200 Chico, CA 95926 P. 530.592.4407 SummitChico.com W a U 0 1 O _U -�t _ `D U 00 CIO Nz z0 Q i C) U Wm Z Z �O U0 � G a J � oc Qw U r REVISIONS: DATE: 8/05/16 SCALE: NTS DRAWN BY: RKB JOB NUMBER: 16-237 SHEET: SD3 VERTICAL BRACE WHERE OCCURS 2X RAFTER ROOF PLYWOOD PER PLAN PER PLAN j°<3 RAFTER PER PLAN (5) 16d NAILS TYP. °j • ROOF PLY AND 2X CONT. NAILING PER PLAN PURLIN W/ PROVIDE 2X4 RAFTER (5) 16d NAILS TIES WITH (6) 16d EA. ALWAYS PROVIDE AT EA. BRACE j MIN 2X6 BRACE AT SPACING END AT EA. RAFTER WHERE RAFTERS RUN• ° BLOCK AND E.N. AT "I" OPPOSING BRACES PER PLAN, 4'-0" O.C. MAX. PERPENDICULAR TO CJ'S •/JOISTS, WHERE OCCURS 2 MIN., TYP :� (6) 16d AT EA 2X CJ/TIE • -----E.N., TYP 1 TO RAFTER CONNECTION � 2X BLOCK 2X CLG. JOIST PER PLAN •. CEILING JOIST PER RBC CLIP PER FASCIA BY PLAN WHERE OCCURS. SHEAR WALL SCHEDULE, OTHERS (5) 16d NAILS PROVIDE SOLID WEB OTHERWISE 4'-0" O.C., TYP. E.N., H2.5T EA. RAFTER BACKING AT EACH TYP 2X STUDS AT 16" O.C. OR A35 CLIP SIDE OF "I" JOISTS TOP PLATE PER 6/ SD1 CEILING BEAM AS OCCUR PER MFR. AT ENTIRE - SHEAR PER PLAN RAFTER OVERLAP WALL FRAMING PER PLAN NOTE: PURLIN SIZE SHALL MATCH RAFTER SIZE TYPICAL ROOF PURLIN DETAIL 4 TYPICAL EAVE DETAIL 1 NO SCALE SD3 NO SCALE SD3 oQ�OFESSIpN�I L�j No. 75688' * 6/ 0/16 s� c w gTFOF cwU 8/05/16 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE ONLY WITH THE ATTACHED STRUCTURAL CALCULATIONS 383 Rio Lindo Ave. Suite 200 Chico, CA 95926 P. 530.592.4407 SummitChico.com W a U 0 1 O _U -�t _ `D U 00 CIO Nz z0 Q i C) U Wm Z Z �O U0 � G a J � oc Qw U r REVISIONS: DATE: 8/05/16 SCALE: NTS DRAWN BY: RKB JOB NUMBER: 16-237 SHEET: SD3 TITLE 24 MANDATORY MEASURF-S G-1 BU I LD I NO ENVELOPE MEASURES I. DOORS AND WINDOWS BETWEEN CONDITIONED AND UNCONDITIONED SPACES SHALL BE MANUFACTURED TO LIMIT AIR LEAKAGE. 2. FENESTRATION PRODUCTS (EXCEPT FIELD -FABRICATED WINDOWS) SHALL HAVE A LABEL LISTING THE CERTIFIED U -FACTOR, CERTIFIED 50LAR HEAT GAIN COEFFICIENT (SHOO), AND INFILTRATION THAT MEETS THE REQUIREMENTS OF §10-111(0). 3. EXTERIOR DOORS AND WINDOWS SHALL BE WEATHER-5TRIPPED; ALL JOINTS AND PENETRATIONS CAULKED AND SEALED. 4. INSULATION SPECIFIED OR INSTALLED SHALL MEET 5TANDARD5 FOR INSULATING MATERIAL. INDICATE TYPE AND INCLUDE ON GF -6R FORM. 5. THE THERMAL EMITTANGE AND 50LAR REFLECTANCE VALUES OF THE COOL ROOFING MATERIAL MEETS THE REQUIREMENTS OF §110.8(1) WHEN THE INSTALLATION OF A COOL ROOF 15 5PEGIFIED ON THE GF -IR FORM Co. A RADIANT BARRIER SHALL HAVE AN EMITTANGE OF 0.05 OR LESS WHEN THE INSTALLATION OF A RADIANT BARRIER IS 5PEGIFIED ON THE CFIR. 7. L005E FILL INSULATION SHALL CONFORM WITH MANUFACTURER'S INSTALLED ME51ON LABELED R -VALUE FIREPLACES DECORATIVE GAS APPLIANCES AND OAS LOO MEASURES: I. MASONRY OR FACTORY -BUILT FIREPLACES SHALL HAVE A CLOSABLE METAL OR GLASS DOOR COVERING THE ENTIRE OPENING OF THE FIREBOX. 2. MASONRY OR FACTORY -BUILT FIREPLACES SHALL HAVE A COMBUSTION OUTSIDE AIR INTAKE, WHICH IS AT LEAST SIX 50UARE INCHES IN AREA AND 15 EQUIPPED w/ A READILY ACCE55I5LE, OPERABLE, AND TIGHT -FITTING DAMPER AND OR A COMBUSTION -AIR CONTROL DEVICE. 3. MASONRY OR FACTORY -BUILT FIREPLACES HAVE A FLUE DAMPER WITH A READILY ACCESSIBLE CONTROL. 4. CONTINUOUS BURNING PILOT LIGHTS AND THE USE OF INDOOR AIR FOR COOLING A FIREBOX JACKET, WHEN THAT INDOOR AIR 15 VENTED TO THE OUTSIDE OF THE BUILDING, ARE PROHIBITED. SPACE GOND I TI ON I NO WATER HEAT I NO AND PLUMB I NO SYSTEM MEASURES I. HVAC, EQUIPMENT, WATER HEATERS, 5HOWERHEADS, FAUCETS AND ALL OTHER REGULATED APPLIANCES SHALL BE CERTIFIED BY THE ENERGY COMMISSION. 2. WATER HEATER RECIRCULATION LOOPS SERVING MULTIPLE UNITS MEET THE AIR RELEASE VALVE, BACKFLOW PREVENTION, PUMP ISOLATION VALVE, AND RECIRCULATION LOOP CONNECTION REQUIREMENTS. 3. CONTINUOUSLY BURNING PILOT LIGHTS ARE PROHIBITED FOR NATURAL OAS: FAN -TYPE CENTRAL FURNACES, HOUSEHOLD COOKING APPLIANCES (APPLIANCES w/OUT AN ELECTRICAL SUPPLY VOLTAGE CONNECTION w/ PILOT LIGHTS THAT CONSUME LESS THAN 150 Btu/hr ARE EXEMPT), AND POOL AND SPA HEATERS. 4. HEATING AND/OR GOOLI NO LOADS SHALL BE CALCULATED IN ACCORDANCE w/ ASHRAE, SMAGNA OR ALGA. 5. INSTALLED AIR CONDITIONER AND HEAT PUMP OUTDOOR CONDENSING UNITS SHALL HAVE A CLEARANCE OF AT LEAST V FROM THE OUTLET OF ANY DRYER VENT. 6. HEATING SYSTEMS SHALL BE EQUIPPED w/ THERMOSTATS THAT MEET THE SETBACK REOUIREMENTS OF SECTION 110.2(0). 1. STORAGE OAS WATER HEATERS RATED w/ AN ENERGY FACTOR NO OREATER THAN THE FEDERAL MINIMAL STANDARD SHALL BE EXTERNALLY WRAPPED W/ INSULATION HAVING AN INSTALLED THERMAL RESISTANCE OF R-12 OR GREATER. 5. UNFIRED HOT WATER TANKS, SUCH AS 570RAOE TANKS AND BACKUP STORAGE TANKS FOR 50LAR WATER -HEATING SYSTEMS, HAVE R-12 EXTERNAL INSULATION OR R-16 INTERNAL INSULATION R -VALUE IS INDICATED ON THE EXTERIOR OF THE TANK. cf. FIRST 5 FT. OF HOT AND GOLD WATER PIPES 01-05EST TO WATER HEATER TANK, ALL PIPING WITH A NOMINAL DIAMETER OF 5" OR LARGER, ALL PIPING ASSOCIATED w/ A DOMESTIC HOT D D ALL HOT NATER PIPES BE OW GRADE, AN PING BURIED BEL WATER RECIRCULATION SYSTEM REGARDLESS OF THE PIPE DIAMETER, PIPING FROM THE HEATING SOURCE TO STORAGE TANKS, PI , FROM, THE HEATING SOURCE TO KITCHEN FIXTURES MUST BE INSULATED ACCORDING TO THE REQUIREMENTS TABLE 120.3-A. 10. ALL DOMESTIC HOT WATER PIPES THAT ARE BURIED BELOW GRADE MUST BE INSTALLED IN A WATER PROOF AND NON -CRUSHABLE CASING OR SLEEVE THAT ALLOWS FOR INSTALLATION, REMOVAL, AND REPLACEMENT OF THE ENCLOSED PIPE AND INSULATION. 11. PIPE FOR COOLING SYSTEM LINES SHALL BE INSULATED AS SPECIFIED IN §150.0(J)2A. PIPING INSULATION FOR STEAM AND HYDRONIC HEATING SYSTEMS OR HOT WATER SYSTEMS WITH PRESSURE >15 psig SHALL MEET THE REQUIREMENTS IN TABLE 120.3-A. 12. INSULATION SHALL BE PROTECTED FROM DAMAGE, INGLUDINO THAT DUE TO SUNLIGHT, MOISTURE, EQUIPMENT MAINTENANCE, AND WIND. 13. INSULATION EXPOSED TO WEATHER SHALL EITHER BE RATED FOR OUTDOOR USE OR INSTALLED WITH A COVER SUITABLE FOR OUTDOOR SERVICE. 14. INSULATION FOR CHILLED WATER PIPING AND REFRIGERANT 5UC7ION LINES SHALL INCLUDE A VAPOR RETARDANT OR BE ENGL05ED ENTIRELY IN CONDITIONED SPACE. 15. SYSTEMS U51NO GAS OR PROPANE WATER HEATERS TO SERVE INDIVIDUAL DWELLING UNITS SHALL INCLUDE: A 120V ELECTRIGAL RECEPTACLE WITHIN 3' OF THE WATER HEATER; A CATEGORY III OR IV VENT, OR A TYPE B VENT WITH A STRAIGHT PIPE BETWEEN THE OUTSIDE TERMINATION AND THE SPACE WHERE THE WATER HEATER I5 INSTALLED; A CONDENSATE DRAIN THAT IS NOT MORE THAT 2" HIGHER THAT THE BASE OF THE INSTALLED WATER HEATER, AND ALLOWS NATURAL DRAINING WITHOUT PUMP ASSISTANCE; AND A OAS SUPPLY LINE WITH A CAPACITY OF AT LEAST 200,000 BTU/HR- 16. RECIRCULATING LOOPS SERVING MULTIPLE DWELLING UNITS SHALL MEET THE REQUIREMENTS OF §110.3(c)5 17. SOLAR WATER -HEATING SYSTEMS AND GOLLEGTOR5 SHALL BE CERTIFIED AND RATED BY THE SOLAR RATINGS AND CERTIFICATION CORPORATION OR BY A TESTING AGENCY APPROVED BY THE EXECUTIVE DIRECTOR. DUCTS AND FAN MEASURES: 1. ALL AIR -DISTRIBUTION SYSTEM DUGT5 AND PLENUMS INSTALLED, ARE SEALED AND INSULATED TO MEET THE REQUIREMENTS OF GMC, 5ECTIONS 601, 602, 603, 604, 605 AND ANSI/SMAGNA 006 2006 HVAC, DUCT GON5TRUCTION STANDARDS METAL AND FLEXIBLE 3rd ADDITION. SUPPLY -AIR AND RETURN -AIR DUGT5 AND PLENUMS ARE INSULATED TO A MINIMUM INSTALLED LEVEL OF R-6.0 OR ENCLOSED ENTIRELY IN CONDITIONED SPACE AS CONFIRMED THROUGH FIELD VERIFICATION AND PIAON05TIO TE5TINO. CONNECTIONS OF METALS DUGT5 AND INNER GORE OF FLEXIBLE DUGT5 ARE MECHANICALLY FASTENED. OPENINGS SHALL BE SEALED w/ MASTIC,, TAPE OR OTHER DUCT-01-05URE SYSTEM THAT MEETS THE APPLICABLE REQUIREMENTS OF UL -181, UL ISIA, OR UL 1815 OR AEROSOL SEALANT THAT MEETS THE REQUIREMENTS OF UL 723. IF MASTIC, OR TAPE IS USED TO SEAL OPENINGS GREATER THAN Y4 INCH, THE COMBINATION OF MASTIC, AND EITHER MESH OR TAPE SHALL BE USED. 2. BUILDING CAVITIES, SUPPORT PLATFORMS FOR AIR HANDLERS, AND PLENUMS DEFINED OR CONSTRUCTED w/ MATERIALS OTHER THAN SEALED SHEET METAL, DUCT BOARD OR FLEXIBLE DUCT SHALL NOT BE USED FOR CONVEYING CONDITIONED AIR. BUILDING CAVITIES AND SUPPORT PLATFORMS MAY CONTAIN DUCTS. DUGT5 INSTALLED IN CAVITIES AND SUPPORT PLATFORMS SHALL NOT BE COMPRESSED TO CAUSE REDUCTIONS IN THE GROSS -SECTIONAL AREA OF THE DUG75. 3. FACTOR FABRICATED DUCT 5Y5TEM5 SHALL COMPLY w/ SPECIFIED FOR DUCT CONSTRUCTION, AND CLOSURES; JOINTS AND 5EAM5 OF DUCT SYSTEMS AND THEIR COMPONENTS SHALL NOT BE SEALED w/ CLOTH BACK RUBBER ADHESIVE DUCT TAPES UNLESS SUCH TAPE 15 USED IN COMBINATION w/ MASTIC, AND DRAW BONDS. 4. FIELD FABRICATED DUCT SYSTEMS SHALL COMPLY w/ REQUIREMENTS FOR DUCT CONSTRUCTION, CONNECTIONS, AND CLOSURES, AND OTHER REQUIREMENTS 5PEGIFIED FOR DUCT CONSTRUCTION DUCT INSULATION R -VALUE RATING; DUCT INSULATION THICKNESS; AND DUCT LABELING. 5. ALL FAN SYSTEMS THAT EXCHANGE AIR BETWEEN ORIGINAL CONDITIONED SPACE AND .THE OUTS IDE SHALL HAVE BACK DRAFT OR AUTOMATIG DAMPERS. 6. GRAVITY VENTILATINO SYSTEMS SERVING CONDITIONED SPACE SHALL HAVE EITHER AUTOMATIC, OR READILY AGGESSIBLE, MANUALLY OPERATED DAMPERS EXCEPT COMBUSTION INLET AND OUTLET AIR OPENINGS AND ELEVATOR SHAFT VENTS. 1. INSULATION SHALL BE PROTECTED FROM DAMAGE, INGLUDINO THAT DUE TO SUNLIGHT, MOISTURE, EQUIPMENT MAINTENANCE, AND WIND, BUT NOT LIMITED TO THE FOLLOWING; INSULATION EXPOSED TO WEATHER SHALL BE SUITABLE FOR OUTDOOR SERVICE. CELLULAR FOAM INSULATION SHALL BE PROTECTED AS ABOVE OR PAINTED WITH A COATING THAT 15 WATER RETARDANT AND PROVIDES 5HIELIDING FROM 50LAR RADIATION THAT CAN CAUSE DEGRADATION OF THE MATERIAL. 8. FLEXIBLE DUGT5 CANNOT HAVE POROUS INNER GORES. Q. WHEN SPACE CONDITIONING SYSTEMS USE FORGED AIR SYSTEMS TO SUPPLY CONDITIONED AIR TO AN OCCUPIABLE SPACE, THE DUCTS SHALL BE SEALED AND DUCT LEAKAGE TESTED, AS CONFIRMED THROUGH FIELD VERIFICATION AND DIAGNOSTIC TESTING, IN ACCORDANCE WITH REFERENCE RESIDENTIAL APPENDIX RA3. 10. MECHANICAL SYSTEMS THAT SUPPLY AIR TO AN OCCUPIABLE SPACE THROUGH DUCTWORK EXCEEDING 10' IN LENGTH AND THROUGH A THERMAL CONDITIONING COMPONENT, EXCEPT EVAPORATIVE COOLERS, SHALL BE PROVIDED w/ AIR FILTERS DEVICES THAT MEET THE REQUIREMENTS OF §150.0(m)12. II. SPACE CONDITIONING SYSTEMS THAT UTILIZE FORGED AIR DUCTS TO 5UPPLY COOLING TO AN OGGUPIABLE SPACE SHALL HAVE A HOLE FOR THE PLACEMENT OF A STATIC PRE55URE PROBE (H5PP), OR A PERMANENTLY INSTALLED STATIC, PRESSURE PROBE (175PP) IN THE SUPPLY PLENUM. THE SPACE CONDITIONING SYSTEM MUST ALSO DEMONSTRATE AIRFLOW <_ 0.58 W/CFM AS CONFIRMED BY FIELD VERIFICATION AND PIAON05TIC TESTING, IN ACCORDANCE w/ REFERENCE RESIDENTIAL APPENDIX RA3. 12. ZONALLY CONTROLLED CENTRAL FORGED AIR COOLINO SYSTEMS SHALL BE CAPABLE OF SIMULTANEOUSLY DELIVERING, IN EVERY ZONAL CONTROL MODE, AND AIRFLOW FROM THE DWELLING, THROUGH AIR HANDLER FAN AND DELIVERED TO THE DWELLING, OF <_ 350 CFM PER TON OF NOMINAL COOLING GAPAGITY, AND OPERATING AT AN AIR -HANDLING UNIT FAN EFFICACY OF 50.58 W/CFM AS CONFIRMED BY FIELD VERIFICATION AND 171AONOSTIG TESTING, IN ACCORDANCE WITH REFERENCE APPENDIX RA3. 13. ALL DWELLING UNITS SHALL MEET THE REQUIREMENTS OF ASHRAE STANDARD 62.2. NEITHER WINDOW OPERATION NOR CONTINUOUS OPERATION OF CENTRAL FORGED AIR SYSTEM AIR HANDLERS USED IN CENTRAL FAN INTEGRATED VENTILATION SYSTEMS ARE PERMISSIBLE METHOD OF PROVIDING THE WHOLE BUILDING VENTILATION. 14. WHOLE BUILDING VENTILATION AIRFLOW SHALL BE CONFIRMED THROUGH FIELD VERIFICATION AND DIAGNOSTIC TESTING, IN ACCORDANCE w/ REFERENGE RESIDENTIAL APPENDIX RA3.YAH RESIDENTIAL LIOHTINO MEA5URE5: I. INSTALLED LUMINARIES SHALL BE CLASSIFIED A5 HIGH-EFFIGAGY OR LOW-EFFIGAGY FOR COMPLIANCE WITH §I50.0(k) IN ACCORDANCE WITH TABLE 150.0-A OR TABLE 150.05, AS APPLICABLE. 2. WHEN A HIGH EFFIGAGY AND LOW EFFIGAGY LIOHTINO SYSTEM ARE COMBINED IN A 51NOLE LUMINAIRE, EACH SYSTEM SHALL SEPARATELY COMPLY WITH THE APPLICABLE PROVISIONS OF §150.0(k). 3. THE WATTAGE AND CLASSIFICATION OF PERMANENTLY INSTALLED LUMINARIES IN RESIDENTIAL KITCHENS SHALL BE DETERMINED IN ACCORDANCE w/ §130.0(c). IN RESIDENTIAL KITCHENS, THE WATTAGE OF ELECTRICAL BOXES FINISHED w/ A BLANK COVER OR WHERE NO ELECTRICAL EQUIPMENT HAS BEEN INSTALLED, AND WHERE THE ELECTRICAL BOX GAN BE USED FOR A LUMINAIRE OR A SURFACE MOUNTED CEILING FAN, SHALL BE CALCULATED A5150 WATT5 OR LOW EFFICACY LIOHTINO PER ELECTRICAL BOX. 4. BALLASTS FOR FLUORESCENT LAMPS RATED 13 WATTS OR GREATER SHALL BE ELECTRONIC AND SHALL HAVE AN OUTPUT FREQUENCY NO LESS THAN 20 kHz. 5. PERMANENTLY INSTALLED NIGHT LIGHTS AND NIGHT INTEGRAL TO INSTALLED LUMINAIRE OR EXHAUST FAN SHALL BE RATED TO CONSUME NO MORE THAN FIVE WATTS OF POWER PER LUMINAIRE OR EXHAUST FAN A5 DETERMINED IN ACCORDANCE w/ §130.0(c). NIGHT LIGHTS DO NOT NEED TO BE CONTROLLED BY VACANCY SENSORS. 6. LIGHTING INTEGRAL TO EXHAUST FANS, IN ROOMS OTHER THAN KITCHENS, SHALL MEET THE APPLICABLE REQUIREMENTS OF §150.0(k) 7. HIGH EFFICACY LUMINIAIRES MUST BE 5WITGHED SEPARATELY FROM LOW EFFICACY LUMINAIRES. 8. EXHAUST FANS SHALL BE 51^1ITGHED SEPARATELY FROM LIGHTING SYSTEMS. cl. LUMINAIRES SHALL BE 5WITGHED w/ READILY ACCESSIBLE CONTROLS THAT PERMIT THE LIMINAIRE5 TO BE MANUALLY 5WITGHED ON AND OFF. 10. NO CONTROL SHALL BYPASS A DIMMER OR VACANCY SENSOR FUNCTION IF THE CONTROL IN INSTALLED TO COMPLY w/ §150.0(k). II. LIGHTING CONTROLS COMPLY w/ APPLICABLE REQUIREMENT5 OF §IIO.a. 12. AN ENERGY MANAGEMENT CONTROL SYSTEM (EMGS) MAY BE USED TO COMPLY w/ DIMMER REQUIREMENTS IF; IT FUNCTIONS AS A VAGANGY SENSOR. 13. A MULTI5GENE PROGRAMMABLE CONTROLLER MAY BE USED w/ DIMMER REQUIREMENTS IF IT PROVIDES THE FUNCTIONALITY OF A DIMMER. 14. A MINIMUM OF 50 PERCENT OF THE TOTAL RATED WATTAGE OF PERMANENTLY INSTALLED LIGHTING IN KITCHENS SHALL BE HIGH EFFIGAGY. 15. KITCHEN LlOH71NO INCLUDES ALL PERMANENTLY INSTALLED LIGHTING IN THE KITCHEN EXCEPT INTERNAL LIOHTINO IN CABINETS THAT ILLUMINATE ONLY THE INSIDE OF CABINETS. LIGHTING IN AREAS ADJACENT TO THE KITCHEN, INGLUDINO BUT NOT LIMITED TO DINING AND NOOK AREAS, ARE CONSIDERED KITCHEN LIGHTING IF THEY ARE NOT SEPARATELY 5WITGHED FROM THE KITCHEN LIGHTING. I6. PERMANENTLY INSTALLED LIGHTING THAT 15 INTERNAL TO CABINETS SHALL USE NO MORE THAN 20 WATTS OF POWER PER LINEAR FOOT OF ILLUMINATED CABINET. 17. A MINIMUM OF ONE HIGH EFFICACY LUMINAIRE SHALL BE INSTALLED IN EACH BATHROOM; AND ALL OTHER LIGHTING INSTALLED IN EACH BATHROOM SHALL BE HIGH EFFICACY OR CONTROLLED BY VACANCY SENSOR. 18. PERMANENTLY INSTALLED LUMINAIRES IN ATTACHED AND DETACHED GARAGES, LAUNDRY ROOMS, AND UTILITY ROOMS SHALL BE HIGH EFFICACY, AND CONTROLLED BY VACANCY SENSORS. la. PERMANENTLY INSTALLED LUMINAIRES LOCATED IN ROOMS OR AREAS OTHER THAN KITCHENS, BATHROOMS, GARAGES, LAUNDRY ROOMS, AND UTILITY ROOMS SHALL BE HIGH EFFICACY LUMINAIRES, OR CONTROLLED BY EITHER DIMMERS OR VACANCY SENSORS. 20. LUMINAIRES RECESSED INTO INSULATED CEILIN05 SHALL BE LISTED FOR ZERO CLEARANCE INSULATION CONTACT (IG) BY UNDERWRITTEN LABORATORIES OR OTHER NATIONALLY REGOONIZED TESTINO/RATINO LABORATORY; AND HAVE A LABEL THAT CERTIFIES THE LUMINAIRE 15 AIRTIGHT WIT AIR LEAKAGE LESS THEN 2.OGFM AT 75 PASCALS WHEN TESTED IN ACCORDANCE WITH ASTM E283; AND BE SEALED WITH A GASKET OR CAULK BETWEEN THE LUMINAIRE HOUSING AND CEILINO. FOR RECE55ED COMPACT FLUORESCENT LUMINAIRES w/ BALLASTS TO QUALIFY AS HIGH EFFICACY. 21. LUMINAIRES PROVIDING OUTDOOR LIGHTING, INCLUDING LIOHTINO FOR PRIVATE PATIOS IN LOW-RISE RESIDENTIAL BUILDINGS WITH FOUR OR MORE DWELLING UNITS, ENTRANCES, BALGONIE5, AND PORCHE5, WHICH ARE PERMANENTLY MOUNTED TO A RESIDENTIAL BUILDING OR TO OTHER BUILDIN05 ON THE SAME LOT SHALL BE HIGH EFFICACY. EXCEPTION I: PERMANENTLY INSTALLED OUTDOOR LOW EFFICACY LUMINAIRES SHALL BE ALLOWED PROVIDED THAT THEY ARE CONTROLLED BY A MANUAL-ON/OFF 5WITGH, A MOTION SENSOR NOT HAVING, AN OVERRIDE OR BYPASS 5WITGH THAT DISABLES THE MOTION SENSOR, AND ONE OF THE FOLLOWINO CONTROLS: A PHOTOGONTROL NOT HAVING AN OVERRIDE OR BYPASS 5WITGH THAT D15ABLES THE PHOTOGONTROL; OR AN ASTRONOMICAL TIME CLOCK NOT HAVING AN OVERRIDE OR BYPASS 5WITGH THAT DISABLES THE ASTRONOMICAL TIME CLOCK; OR AN ENERGY MANAGEMENT CONTROL SYSTEM (EMG5) NOT HAVING AN OVERRIDE OR BYPASS SWITCH THAT ALLOWS THE LUMINAIRE TO BE ALWAYS ON. EXCEPTION 2: OUTDOOR LUMINAIRES USED TO COMPLY WITH EXCEPTIONAL MAY BE CONTROLLED BY A TEMPORARY OVERRIDE SNITCH WHICH BYPASSES THE MOTION SENSING FUNCTION PROVIDED THAT THE MOTION SENSOR IS AUTOMATICALLY REACTIVATED WITHIN 51X HOURS. 22. INTERNALLY ILLUMINATED ADDRESS 51C -7N5 SHALL COMPLY WITH SECTION 140.e,; OR SHALL CONSUME NO MORE THAN 5 WATTS OF POWER. 23. LIGHTING FOR PARKING LOTS AND CARPORT5 WITH A TOTAL OF 8 OR MORE VEHICLES PER 51TE SHALL COMPLY WITH THE APPLICABLE REQUIREMENTS IN SECTIONS 130, 132, 134, AND 147. LIOHTINO FOR PARKINO GARAGES FOR 5 OR MORE VEHICLES SHALL COMPLY WITH THE APPLICABLE REQUIREMENTS OF 5ECTION5 130, 131, 134, AND 146. 24. PERMANENTLY INSTALLED LIOHTINO IN THE ENCLOSED, NON DWELLING 5PACE5 OF LOW-R15E RESIDENTIAL BUILDING WITH 4 OR MORE DWELLING UNITS SHALL BE HIGH EFFICACY LUMINAIRES. EXCEPTION: PERMANENTLY INSTALLED LOW EFFICACY LUMINAIRES SHALL BE ALLOWED PROVIDED THAT THEY ARE CONTROLLED BY AN OCCUPANT SENSOR(5) CERTIFIED TO COMPLY WITH THE APPLICABLE REQUIREMENTS. 50LAR READY BU I LD I N05: I. THE MAIN ELECTRICAL 5ERVIGE PANEL SHALL HAVE A MINIMUM BUSBAR RATING OF 200 AMPS. 2. THE MAIN ELECTRICAL SERVICE PANEL SHALL HAVE A RESERVED SPACE TO ALLOW FOR THE INSTALLATION OF A DOUBLE POLE CIRCUIT BREAKER FOR A FUTURE 50LAR ELECTRIC INSTALLATION. THE RESERVED SPACE SHALL BE: POSITIONED AT THE OPPOSITE (LOAD) END FROM THE INPUT FEEDER LOCATION OR MAIN CIRCUIT LOCATION, PERMANENTLY MARKED AS "FOR FUTURE SOLAR ELECTRIC". 2013 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. 4.106.4.1- Electric Vehicle (EV) charging - For new constructed dwelling units, 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 terminat'lon location shall be permanently and visibly marked as "EV CAPABLE". Energy Efficiiency 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 rreeit 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 Kalifornia Energy Code. Water Efficiiency 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 - lUrinals 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 1.5 gpm. The minimum flow rate shall not be legs 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 cycle. 4.303.1.4.4 - Kitchen faucets maximum flow rate shall not exceed 1.8 gpm. Kitchen faucets may temporarily increase the flow iabove 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. 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 50% - A minimum of 50% of the construction waste generated at site is diverted to recycle or salvage. 4.408.2 Construction Waste Management Plan - Submit a construction waste management plan meeting items 1-5 in Section 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 uirements in Section tion 4.408.1. 4.408.4 - Waste Stream Reduction Alternative - Generate a total combined weight of construction and demolition waste disposed in landfills that is equal to or less than 4 lbs per sq. ft. of the building area. 4.408.4.1- Waste Stream Reduction Alternative (High -Rise Residential) - Generate a total combined weight of construction and demolition waste disposed in landfills that is equal to or less than 2 lbs per sq. ft. of the building area. 4.410.1- Operation & Maintenance Manual - An operation and maintenance manual shall be provided to the building owner or occupant. 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 Phase II emission limits where 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. 4.504.2.2 - Paints and Coatings - Shall be compliant with VOC 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 ACCA Manual J or equivalent. 2. Size duct systems according to ACCA 29-D (Manual D) or equivalent. 3. Select heating and cooling equipment according to ACCA 36-S (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, inspection reports, or other methods of acceptable to the enforcing agency which show substantial conformance. -TA PLI U041 .ADIHP3IVE V0 r, LIMIT1"3 G7wrii"MtPi) ,n)tlmitirlp iii AP0'HITE TUR&L A�PPLICATIONS CUPP EN TV171 C L IMIT Cl�����"rcl�r _?t at�tt��i•t•�:�: �': C' nt. t,;1 adh,�4WC, till Oojd(i nr+-,t. et adilwsi x -s 150 "Wood 11C--ci n=' 1170 Rota n xi r agic1 t evs 0 tihiinrira_T,,,5iv, _15) Ccranii": tilc adhd i',.:s 65 N%rlr rinl ns pimii tl1d?adtw!sive5 --:t 151.7; vu llaTd PancI adIl i� ,j{� +:.... d�!"ffi i� I't�.`,�' n 0.71 I+l.'.ii •,_fit ,Nlu Itinil_ r1_1."f.; con -!P ticI iorim ndhk 4ititi t i' Structut Il , l37 ing ndihee� lid iii lk .I ° r tf mepthriw! allt^give, f'ofld [YR2&xnq F'Ee'�l�r'LT"�' �flpLIATI iwd"itiiidwid +"Iti�iika %o 015 mlvl,` ' (_-PVC wc1d n_. txi T BS Two i. 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Wita r n nd I P%q Fxp m'( CenPOitm ds t� TIN : TEf; Ri' 1JPPF"T 0 LII%11T .�rell i:.t e: ttir�il ;� �41.i n i U�~.►a � 4' 1 ]Nk;•tinl.>mbranc mf F1,1" T?.nadir s;,- ? °pint4.w- l r•-rf inepbrart,ti (_Yliedr = EN.L,'.1' T P PINIFIRS rch its. cIi1r,A prrrou-.� --:t ! --lo d ifiwl hit ur iii' em,,." ,ti iine-, tI'•`Liz itleerr -fii 75#1 TABLE U04A VOC CONTENT LIMITS FOR RCHITECTURAL G TIIk c-33"' Gran e, of ' r Litat of Coating. I Q-. Wita r n nd I P%q Fxp m'( CenPOitm ds t� TIN : TEf; Ri' EFFECTIVE V`111!200 EF'EE T11,U 111V20i2 , I'1zit Cx0:1:n _-s ii_ idc+ari.I F1,1" 11,11odium dernity t sl:�rto-_ rd Thin rinc IILIm Citn%it-v Itf rl•�w lydl' GP°ECIAI TY G0 -ATI rl P'l IiEmiric-lie ft'.` tirtMtti:'tCqo til . Ddtil illi nf-flR f)'Llor" Pri(I'li? f'ofld [YR2&xnq iwd"itiiidwid +"Iti�iika %o 015 mlvl,` ' coRCIT tt-!Mn% 11 ty k- at irs L:-k,)nv;,-, waltrs 51 R -V 'fit# 15i nils fiiTkliiti ailii7 - qtr` rk"is ive Coal itlyq 254) P'tlC i tii'-.nrtcC"7tin - f nn ft1t °i 507) Ili 11 aril ��rltrlre Cle;tllll,S',': `'�` iit#`�11�fl:til 1Ti1'trti�'tt:iIis ��tt1fl � 25i � ! A.ow scift ds d'itinr. ftjp5fr,t-!tire ro,111its 7Cl,i 140oI Il'ti lrt.cClti s 250 pf*=treatflivnittva<ll timers -100 tri n-r�. r$, !tit , rol titt&ro jft ,r 1071 i� eac#r>= dyi5iiinm!sratsrs ., 35) Ft, I.A colti;n i',,,:rf shill sj 1!It',t =re,xott;,iati r�it`i`i t° lir 2_910 !I E-1 UK 02ar' (32,3 Rt'' ^'a 5 S ��irrltrr rirnr=r�. ,aild�rs aall trre�C°tC�at'=�r� -�+`� ii;Jti st.n Clw C"+m"elJi:f )tits 493 ,..,irrr7-nia1 N7001 340 t.tIII C m'I1'I:igl cel') 11 i A "s 1 : `Tu timill 41tl refiniX11 cct th V,%ater ropfin r =tenii,�ri? NV60d II irlg;z ,-- - nt] p6mer ' 1, cmins r=t"N10C p r 11 [or of cnatin-, includi na eva:is°r anal i rre11,1din�1: e crnpt «,,o `• -sh �- . � ry .i g� . T!I e �d�: ifi�:ii l irrli t� znla'tn i n ef'Cd^ct rinle^�S r� pi �.di itrsl! l.. Itt�. List 0:i i n elucitcult aw; iii 142, t bl•-. . .11ue in this table 'rrra dmiNvd 1n m tlli�: 'pocill d by t42 caliR-mia Air t" rce,- Boons!, An: hitieLdt]ral +E030n1s S1_19eSky:l C011#101 i{da it rd_ I�ket 1 ira 1. 2001S. Mom is muilablc from the A.ir lRe .iri n- TPLIZ 4,50-415 I•ORM[AL[1THYDE LIMITS' 14 o'vw t�.oa e+F'9•+gti`�i] Vflh rm it aii-rt irl' Pnrf!.-e nmr Milliot'1.. f'T' DUC'T'- ArRf E"TLiMIT ii_ idc+ari.I F1,1" 11,11odium dernity t sl:�rto-_ rd Thin rinc IILIm Citn%it-v Itf rl•�w lydl' 1. valku:s in thi, t;thly,, ars d.fi•x,:til fv?nI ty til: C41if nnila: fair Mos, urevs, PP,,ln9. ,fir Toxies,C`;?ritrol fior C"cirnpo%itc Ni'Ood m- te_ ste-d i;n a•-.iRi.inc ,, it_h AS7`7N 1' 133-1, For :iddit.ion i juPE ,rruati on- Chr f,-i,T uv code: Tit le, 17,: cLi0W9 3I2111,1•ilr,l.l-li9;12f1.i2. 2.'171-iirem2diii.7ni&nsitvI1ty_r1-v,%irlI-kisama-littluril11tirf7n sr+E' �irxh:i7?rn 3. NOTA: THE PROJECT MANACER OR CENERAL GONTRAGTOR WILL 5E THE RESPONSI5LE PERSON TO GOLLEGT SND PROVIDE VERIFIGATION OF GALOREEN GOMFLlANGE TO THE BUILDING INSPEGTOR PRIOR TO BUILDING FINAL. Revision: N rTH hal • By: :� S,�o AA A. * No. C212 �:,A RM. 7 17 4e RENDENTIAL &ALOREEN MANDATORY MEA5URE5 Date 2016 Scale Drawn Job Sheet CG Of Sheets N N ti M e-1 V-1 O N L0 N N O ENERAL. NOTES G-1 M 15CELLANECUS I. PROVIDE 4" HIGH x �" WIDE STREET ADDRESS NUMBERS OF CONTRASTING COLOR, VISIBLE FROM STREETS. 2. FIRE SPRINKLER SYSTEM 15 REQUIRED PER GRG R313.3 OR NFPA 13D. 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 GLOSINO IN. 3. GARAGE MAN DOOR TO BE SOLID GORE 1-3/8" THICK OR 20 MIN. FIRE RATED DR. w/ SELF CLO51NO DEVICE PER GRG R302.5.1. 4. ALL DOORS w/ OLAZINO TO BE TEMPERED GLAZING. t71 111 Ain 1%Ir I. THE AGGREGATE AREA OF PLUMBING VENTS SHALL BE 12.57 50. INCHES, MIN. 2. GAS FIRED WATER HEATER TANKS SHALL BE FASTENED TO THE ADJACENT FRAMING w/ 16 GAUGE METAL STRAP (C51(b 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 -SHOWER COMBINATIONS SHALL BE PROVIDED w/ INDIVIDUAL CONTROL VALVES OF THE PRESSURE BALANCE OR THE THERMOSTATIC MIXING VALVE TYPE. 5. INSTALL A 4" DRAIN FOR BUILDINGS PROVIDING MORE THAN (3) 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 M015TURE RESISTANT UNDERLAYMENT TO A HEIGHT OF 72" ASV. FIN15H FLR. DRAIN INLET, PER CRO R307.2 8. A NON -REMOVABLE BACKFLOW PREVENTION DEVICE SHALL BE INSTALLED ON ALL EXTERIOR HOSE BIBS. a. THE WATER HEATER'S TYPE 'B' OAS VENT SHALL TERMINATE NOT LESS THAN 5' IN VERTICAL HEIGHT ABOVE THE HIGHEST CONNECTED APPLIANCE DRAFT HOOD OR FLUE COLLAR. FLOOR PLAN STRUCTURAL NOTES: 1.) SEE TYPICAL NOTE SHEET SN AND TYPICAL DETAIL _ SHEETS SD1-SD4 FOR ADDITIONAL INFORMATION. d 2.) TYPICAL MINIMUM BEARING WALL FRAMING U.N.O.: EXTERIOR WALL: 2X6 DF STUD AT 16" O.C. UP TO 12'-0" HEIGHT, OTHERWISE 2X6 DF STUD AT 12" O.C. INTERIOR WALLS: 2X4 DF STUD AT 16" O.C. 3.) SEE DETAIL 5/SD1 FOR TYPICAL STUD WALL ELEVATION AND TYPICAL WALL OPENING SCHEDULE. 4.) ANY DISCREPANCIES BETWEEN FRAMING SHOWN AND FIELD CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ENGINEER OF RECORD. 5.) ALL EXPOSED FRAMING SHALL BE PRESSURE TREATED.,WITH TREATMENT PROCESS AND APPLICATION APPROPRIATE FOR EXPOSURE ACCORDING TO MFR'S WRITTEN GUIDELINES. 6.) ALL STRUCTURAL MEMBERS SHALL BE FASTENED IN COMPLIANCE WITH 2013 CBC FASTENING SCHEDULE, TABLE 2304.9.1, UNLESS NOTED OTHERWISE. A/G UNITI -f 6, I -,n n 1, BUTTE COUNTY 'AUG 2 2 2016 DEVELOPMENT SERVICES (p, b - 1 S35) FLOOR PLAN 1/4" = 1'-0" 4 z C7 ?8 m EXP. ,"3b/ L0k t` LI /141,IANTHESE PS HAVE I REVIEWED -OR COVIPI ONLY WITH THE ATTA HDu.2 44x6 m N DBL STUD /-ELECT. r MAIN PANEL O O Sm EN N Revision: Date: 23'-0" 34'-4" 21'-0" N 4 DBL a � TRIMMER DBL TRIMMER ISI U ARCH .V 4 f� 21'-O" � L)U b1J lo w 7.0 SEAT 5050 XO, v J'Y X2030 SH TEMP. p[ �� o tibU v 6050 XO J�' (Y 7'-6" HD. HT. `r4 12.0' J�' 6040 XO �Q 6'-8" HD. HT. ' y �8 HD. HT. 7'-6" HD. HT. d W - GO1�R�D WOOD SILL WOOD SILL TILE SHWR � bv? TUB ATOP = Om TILE �4'O PST I O II' GLC. 3.5' 2 ��` m -a GLC. _ m - - - -P � 5 DBL - - - it PLATFORM HDU2 GONG. HDU4 Q'-8" CLO. - STUD �t 2468 oJ� - 36" ZERO -CLEARANCE GAS p = U 1��STER dJ 2868 FR STUD - FIREPLACE w/ m It NON-COMBUSTIBLE HEARTH. _ X p _ D I N T NO I CARPET � 3068 BEDROOM 2 r(1 d p 2 _O �� dl CD I� W 6'-8 tV INSTALL PER MFR. SPEC. tv 0 -YP, COFFER GLC. I p COFFER GLC. CYOD - PROVIDE INSTALLATION - u� _t TILE * No. C2 28 CARPET Nig MANUAL ® 51TE - 5 1' � - -----P --- MSTR. HQU2 I'-Oy2" HDu4 p+�` b8 P rl: 5 P NE LIN. BATH 5'-O" 10'-I" 4'-lOy2° S 4b - - - - - P $ S - ' a' GLC. Q 4.0' O 5050 FIX w/ (2) 2050 5H, 3.5 2 I I' -bye" 4'-4" cy 41_ ,�ol .I .G. 2668 TILE lo _ Sheets �,yp GLC. MULLED, 8'-O" HD. HT. HDU4 _ - - - - - 2668- -A = HDU2 x- ^1 V I ` \ CARPET � TEMP. - 3080 p ARCH � 9'-8" 11 � 21-611 FR. k - PROVIDE ISLAND �� SINK VENTING PER 3068 I TYP. P 5 SHLVS. P S2868 II GLC. - I 2013 GPC,, 3068 HALL SECTION "fOa G.O.12'GLC. I �GLG. BRE3K rzo S I TT I NO 37 O m - 6" 5'-0 1 TILE ( AREA to I I STUD 00 O "I'CLO. 1 - I 2:2"X50" SRO VID> COFFER CLO. GLC--- I I I I DW I ATTIC I IN DOOR MIN. CARPET r u ry B4B GASI A RAISED I L_ I BAR ACCE55 B&B GAS FIREPLACE 10��4 2'-10�/en I I I 8684 FIREPLACE O x - P n TILE SHWR w/ MASTED I - I d) TEMP. GL. DR. I BEDROOM I _ L I V I NO ( I 0 3068 /A\ TV I COFFER GLC. I I u) -1 ROOM 3._O.. I 5� 6 STR. TYP. CARPET N COFFER CLO. TYP. I I L DRY I IPATH 2 CARPET I I q' GLC. KITCHEN I REF. TILE I I Q' GLC. see TIL '-4"b O 6 +6 I o CLO. m b TILE (s�o D w J O - SEAT LIN. - OVENS - o p = TILE SHWR w/ Q N - GLC. - - - - -� - - - m TEMP. GL. ENCL. - wH tia O 2868 2468 tV 16.0' a t� 3 = = o � = O DBL I- 1 v O 10" - � -D61- v TRIMMER 2868 = - GAS W.H. w/ P.T. VALVE � DISCHARGE TO O.S. ATOP +IS" PLATFORM w/ O X La A T� g" IIYI TRIMMER p= BA BATH tl i� I 141 - � i SEISMIC STRAPS TOP AND BOTTOM a' GLC. 4'_2 6'-6" m TILE 1 p 1 068 I m S.G. w/ 3'-4" 2468 HALL � =ly, Q' CLO' SELF SHELVES cf' GLC. (2) 3068 CLOSER P CARPET (V ARCH 3068 P 5 LINEN Y2 LITE (2) 3068 � O i 7'-O" 6'-10y2" 8,_0,. 31_811 Q _6 &I-On11 3-4 2- -10 51-01113-1Oy2 21-2 TR DS 13' GLC. 10, o /� p ' FANTR`I D ALL INT. 8 EXT. CHASES SHALL TILE DEN o8� 5 o G' GLC. TILE OlatR�OE BE FIRE BLOCKED AT CLO. D 13 GLC. Hr ->L)2 CARPET 3080 - �_ GONG. HDU2 1074 S.L., 1074 p �3EDROOM 2 O TEMP. 5.L., TEMP. 2x6 WALL HERE _ 10 NOTE: g�D ci' GLC. O GARAGE WALLS AND GLC. CARPET = ARCH FIN. TO BE MIN. 2" GYP. BD. -O" m 2050 5H 4050 FIX 2050 SH 4xb OH a 5-0, .0 00\/RIDFRONT �dC% FOR(SH s4 WINDOWS INSET 2", TYP. 6.0' I hDU� SDI STUD TYP. 4050 SH Pq/ 2050 FX 4 ON EA. SIDE, MULLED 74\ -7 2.5 4016 FIX ARCH ABV., 2.5 13 GLC. _ O I I , 2 (3) 16 _620 FIX = O DBL TRIMMER O SDI SEE ELEVS. GONG. w/ HD. HT., SEE ELEVS. 1 2.25, 1 L=14.0' INCL. (I) 8'-0" WINDOW I 18080 GAR. DR. _ HDu4 AND (3) 1'-6" WINDOWS ABOVE. jj Q 10080 GAR. DR. �OJIx = 2.25' ARCH 0 SIM, TYP ALL SD4 WINDOWS 2'-0" 18'-O" 2'-0" I'-8" 10'-0" 1'-8" 22'-0" 13'-4" 14'-0" 8' -all 14'-0" 35'-4" 77[ 11 4'-0" 72'-0" • '761-011 BUTTE COUNTY 'AUG 2 2 2016 DEVELOPMENT SERVICES (p, b - 1 S35) FLOOR PLAN 1/4" = 1'-0" 4 z C7 ?8 m EXP. ,"3b/ L0k t` LI /141,IANTHESE PS HAVE I REVIEWED -OR COVIPI ONLY WITH THE ATTA HDu.2 44x6 m N DBL STUD /-ELECT. r MAIN PANEL O O Sm EN N Revision: Date: By: N 4 a � ISI U � .V 4 f� � L)U b1J w o � a ' y ao M W I� WWF �4- O U O� � o o � I� W rOr F�--� 00 m CYOD ARcy * No. C2 28 Nig RENI7/1 A P NE 2864 Date AUGUST 2016 Scale Drawn 05TR0\/5K1 Y Job 04-803 Sheet Of Sheets 2 CL O N M T-1 O N e -I 2—Cc LAY ORI SYS' OGEE GUTTI o/ M FASC GONG. FOR WEEP SCREED FRONT ELEVATION 1/41' -011 LEFT ELEVATION 1/411 = 11-011 RICHT ELEVATION 1/411 = 11-011 REAR ELEVATION 11411 = 11-011 Revision: Date: By: N E-� r' 4 V U � W Wo W a T � opo �W V E—I WWF �0 W �0 m CIOD ARcA��� �o0?, * No. C2 83 Nig REN. 7/17 InNE 2864 Date AUGUST 2016 Scale Drawn 05TRpO, V25KI Y Joh 04- 0.02 Sheet 2 Of Sheets yt i1 N N M f9 TA O N FOUNDATION NOTES: I. GROUND IMMEDIATELY ADJACENT TO THE FOUNDATION SHALL BE SLOPED AWAY FROM THE BUILDING AT A SLOPE OF NOT LE55 THAN (b" WITHIN THE FIRST 10 FT. (5Y SLOPE). PER 2015 GRG 5EGTI0N R401.5 2. ALL FOOTINGS SHALL BE FOUNDED ON UNDISTURBED NATIVE SOIL. FOUNDATION PLAN 1/4" = I1 -011 NED C 8$ m ty� EXP. I%; l C V"* 0� CAUF®� TH"sC PLANS 'HAVE SEEN 0t'-V!E4,W "0 t -or, camPLIANCE STRI7 , ltMA_ tAtCU6,4`,M" s FOUNDATION PLAN STRUCTURAL NOTES: 1.) SEE TYPICAL NOTE SHEET SN AND TYPICAL DETAIL SHEETS SD1—SD4 FOR ADDITIONAL INFORMATION. 2.) PROVIDE ANCHOR BOLT SIZE AND SPACING PER SHEAR WALL SCHEDULE AND TYPICAL DETAILS. 3.) RECOMMENDED MINIMUM SLAB SECTION: A— 4" CONCRETE SLAB WITH #3 AT 15" O.C. SECURELY LOCATED AT MID—DEPTH OF SLAB. B— WATERPROOF MEMBRANE IN COMPLIANCE WITH ASTM E 1643 (DELETE AT EXTERIOR SLABS)—SEE SOILS REPORT IF APPLICABLE. C— 4" FREE DRAINING MATERIAL—SEE SOILS REPORT IF APPLICABLE. D— PROPERLY PREPARED SUBGRADE—SEE SOILS REPORT IF APPLICABLE. E— CONTRACTOR TO PROVIDE CONTROL JOINTS AT 10'-0" O.C. EA. WAY MAX. 4.) TYPICAL MINIMUM BEARING WALL FRAMING U.N.O.: EXTERIOR WALL: 2X6 DF STUD AT 16" O.C. UP TO 12'-0" HEIGHT, OTHERWISE 2X6 DF STUD AT 12" O.C. INTERIOR WALLS: 2X4 DF STUD AT 16" O.C. 5.) SEE DETAIL 5/SD1 FOR TYPICAL STUD WALL ELEVATION AND TYPICAL WALL OPENING SCHEDULE. 6.) PLUMBING, SPRINKLER, AND MECHANICAL SUBCONTRACTORS SHALL COORDINATE ALL WALL PENETRATIONS WITH FRAMING SUBCONTRACTOR. 7.) SEE TYPICAL SHEAR WALL SCHEDULE FOR LOCATIONS WHERE 3X PT SILL PLATES ARE REQUIRED. 8.) ANY DISCREPANCIES BETWEEN FRAMING OR FOUNDATIONS SHOWN AND FIELD CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ENGINEER OF RECORD. 9.) ALL EXPOSED FRAMING SHALL BE PRESSURE TREATED WITH TREATMENT PROCESS AND APPLICATION APPROPRIATE FOR EXPOSURE ACCORDING TO MFR'S WRITTEN GUIDELINES. 10.) ALL STRUCTURAL MEMBERS SHALL BE FASTENED IN COMPLIANCE WITH 2013 CBC FASTENING SCHEDULE, TABLE 2304.9.1, UNLESS NOTED OTHERWISE. Revision: Date: By: N H n 4 _ w Ell* 00 o o MSI U � V V o a ' y M W WWF � H O H � 0 Cc m mW w C(D CYOD AR AC`.yX * No. C212* REN. 7 17 i='AE 2864 Date AUGUST 2016 Scale Drawn 05TR0\/5 I Y Job 04-803 Sheet 3 Of Sheets 2 0 - CN N CM T-1 0 N r -I *71 ROOF PLAN STRUCTURAL NOTES: 1.) SEE TYPICAL NOTE SHEET SN AND TYPICAL DETAIL SHEETS SD1-SD4 FOR ADDITIONAL INFORMATION. 2.) TYPICAL ROOF SHEATHING (UNO): 5/8" THICK, APA, TECO, OR PITTSBURGH RATED SHEATHING, SPAN RATING 40/20, EXPOSURE 1 STRUCTURAL PANELS, APPLIED WITH LONG DIMENSION ACROSS SUPPORTS AND ADJACENT PANELS STAGGERED WITH 4' ENDS OFFSET 4'. EDGE NAIL WITH 8d COMMON OR EQUIVALENT (0.131" DIA X 2 1/2") AT 6" O.C. AT ALL PANEL EDGES, BOUNDARIES, GABLE ENDS, BLOCKING AND WHERE INDICATED ON PLAN. FIELD NAIL AT 12" O.C. PROVIDE 1/8" GAP AT ALL PANEL EDGES U.N.O. BY PANEL MANUFACTURER. AT ALL LOW SLOPE ROOFS PROVIDE (1) PANEL CLIP MIN. BETWEEN SUPPORTS AT ABUTTING PANEL EDGES. 3.) TYPICAL HEADER BELOW SHALL BE 6X8 DF -L #2 UNO. 4.) PROVIDE 4X POST MIN. AT ALL BEAM BEARING POINTS AND CONTINUE IN WALL TO FOUNDATION. 5.) ROOF FRAMING NOTE: PROVIDE SUPPORT FOR ALL RAFTERS, HIPS, VALLEYS, AND RIDGES AT ALL BEARING WALLS. CUT AND STACKED ROOF SYSTEMS SHALL BE BUILT TO THE CONVENTIONAL FRAMING REQUIREMENTS OF THE CALIFORNIA BUILDING CODE (CBC 2308.10). PURLINS, BRACES, INTERMEDIATE SUPPORTS, AND CONNECTIONS SHALL BE PROVIDED BY THE CONTRACTOR WHICH ARE CAPABLE OF TRANSMITTING ALL GRAVITY AND WIND LOADS TO THE FOUNDATION. THE FOLLOWING ADDITIONAL LIMITATIONS SHALL APPLY: A- RAFTER MAXIMUM SPANS: 1. 2X6 DF -L#2 AT 24" O.C.: 9'-6" 2. 2X6 DF -L#2 AT 16" 0.C.: 12'-0" 3. 2X6 DF -L#2 AT 12" O.C.: 13'-0" 4. 2X8 DF -L#2 AT 24" O.C.: 13'-0" 5. 2X8 DF -L#2 AT 16" O.C.: 15-6" 6. 2X10 DF -L#2 AT 24" O.C.: 16'-9" B- MINIMUM BRACE SIZE = 2X6 C- MAXIMUM BRACE SPACING = 4'-0" O.C. D- PURLIN SIZE SHALL MATCH THE SUPPORTED RAFTER SIZE U.N.O. E- CEILING JOIST MAXIMUM SPANS AT 24" O.C.: 1. 2X4 DF -L#2: 7'-2" 2. 2X6 DF -L#2: 10'-6" 3. 2X8 DF -L#2: 13'-3" (SOLID BLK MIDSPAN) 4. 2X10 DF -L#2: 16'-3" (SOLID BLK MIDSPAN) TRUSS OR RAFTER- F- CEILING JOIST MAXIMUM SPANS AT 16" O.C.: 1. 2X4 DF -L#2: 8'-9" 2. 2X6 DF -L#2: 12'-10" 3. 2X8 DF -L#2: 16'-3" (SOLID BLK MIDSPAN) 4. 2X10 DF -L#2: 19'-10" (SOLID BLK AT 8'-0" O.C.) 5. 11 7/8" BCI 5000 1.7: 21'-0" (SOLID BLK AT 7'-0" O.C.) G- TYPICAL HIP/VALLEY MAX SPAN BETWEEN SUPPORTS. 1. 2X8 DF -L#2: 10'-6" 2. 2X10 DF -L#1: 13'-0" 3. 1 3/4 X 7 1/4 LVL: 15-6" SEE DETAILS 7/SD3 AND 8/SD3 FOR TYPICAL HIP/VALLEY BRACES. H- TYPICAL RIDGE 2X10 DF#2 U.N.O. WITH 6'-0" MAX SPAN BETWEEN SUPPORTS. SEE DETAILS 6/SD3 FOR TYPICAL RIDGE BRACES. 6.) PROVIDE POS. ATTACHMENT OF ALL POST TO BEAM, BEAM TO BEAM, BEAM TO POST, AND POST TO POST CONN'S WITH (2) ST22 STRAPS MIN. AND A35 CLIPS, U.N.O. PER PLAN AND DETAILS. 7.) ANY DISCREPANCIES BETWEEN FRAMING SHOWN AND FIELD CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ENGINEER OF RECORD. 8.) ALL EXPOSED FRAMING SHALL BE PRESSURE TREATED WITH TREATMENT PROCESS AND APPLICATION APPROPRIATE FOR EXPOSURE ACCORDING TO MFR'S WRITTEN GUIDELINES. 9.) PROVIDE METAL HANGERS PER 12/SD1 AS REQUIRED, UNLESS NOTED OTHERWISE. 10.) ALL STRUCTURAL MEMBERS SHALL BE FASTENED IN COMPLIANCE WITH 2013 CBC FASTENING SCHEDULE, TABLE 2304.9.1, UNLESS NOTED OTHERWISE. 11.) SEE NOTE SECTION 8 -SN FOR ROOF TRUSSES BY OTHERS. 12.) ROOF TRUSS LAYOUT SHALL BE REVIEWED BY ENGINEER AS TRUSS DESIGNS BECOME AVAILABLE FROM TRUSS MANUFACTURER. CONTRACTOR SHALL OBTAIN SIGNED TRUSS REVIEW LETTER FROM THE ENGINEER OF RECORD AND BUILDING DEPARTMENT APPROVAL PRIOR TO CONSTRUCTION. 13.) CONTRACTOR TO VERIFY THE LOCATION AND LOADING OF ALL TRUSS TO TRUSS MECHANICAL CONNECTIONS. IMMEDIATELY NOTIFY TRUSS COMPANY OF ANY DISCREPANCIES. 1�" x 1j" ANGLE w/ " DIA. (2) 4" x 2" LONG THREADED LAO BOLTS INTO ROD TOP CHORD OF TRUSS, TYP. Oso F.A.U. 1�" x 1�" ANGLE w/ NUTS SEISMIC RESTRAINTS AND WASHER, TYP. (4) DIRECTIONS ATERTIOHT CORROSION RESISTANT METAL DRIP PAN F.A.U. MOUNTI NO AC, -5 3/411 = 11-011 2 TYP. 4x8 DF 4x8 DF #2 f4x8 J DF #2 1FLUSH 4x8 DF #21 6x12 DF #2 5�xa4 LVL I HU HGR I I 1 �-- 3x'14 LVL - HU HGR I i 3�xc14 LVL / 4x8 DF # 0DF#2 f 0DF#2 1\ _ 6x12 DF #2 3 6x10 DF #2 4xI O 1 DF #2 n NOTE: ROOF SHEATH I NO AND GABLE END ATTIC, WALLS SHALL BE "TECH SHIELD" RADIANT -BARRIER OR EO. N tL D X It / 5�"xllg LVL HU HOF, I 5�"x74 LVL I HU HOR I I I I I I I 5�"x l l j LVL 6x12 DF #2 GIRDER TRUSS 3EGT I ON A-4 1/4" = I'- 6x12 DF #1 --5.ci< DRAG ATTIC MTD. F.A.U., TRUSS SEE NOTE 6 ROOF NOTES, SEE DETAIL 4 GIRDER TRUSS 6x10 DF #2 ROOF FRAM I I 5 PLAN 1/4" = 1'-0" ARCH ITEGTURAL ROOF NOTES I. ROOF PITCH SHALL BE: 4:12, TYP. 2. ROOF O.H. SHALL BE: 1'-0" ® ALL SIDES 3. ROOF COVERINO SHALL BE: GONG. TILE 4. ATTIC MOUNTED F.A.U. PROVIDE SERVICE LIGHT w/ SWITCH ® AOCE55 HOLE. PROVIDE IIOV SERVICE OUTLET ® UNIT. PROVIDE 24" WIDE CATWALK FROM ACCESS HOLE TO 30" 50. x 30" HIGH CLEAR MAINTENANCE PLATFORM ® UNIT. N Q X Q N tL Q N x Q yoGI( Egg ct: Ir C :x.188 m " EXP. CNIL 9�OF CAt�F THESE PLANS HAVE BEEN EVIEWED FOR CCIMPLIAfJCE ONLY WITH THE ATTACHED TRUCTURAL CALCULATIONS RAFTER $ C,J PER NOTE 4/SD4 CLIP DRAG TRUSS TO TOP PLATE w/ (G) A35 OLIPS EDGE NAIL ROOF PLY AT DRAG TRUSS 6 SD4 TYP. 5. REQUIRED ATTIC VENTILATION: 441-13 / 150 = 211.ci6 SQ. FT. OF NET FREE AREA VENTILATION REQUIRED. • LOW VENTING: PROVIDE MIN. (8b) 3y2"x223/8" EAVE VENTS ® .33 Sa. FT. EACH. TOTAL LOW VENTING PROVIDED: 28.38 SQ. FT. OF NET FREE AREA. • HIGH VENTING: PROVIDE (3) Iby2"xci" DORMER VENTS ® .6Q 5Q. FT.. TOTAL HIGH VENTING PROVIDED: 2.0-1 SQ. FT. OF NET FREE AREA. Revision: Date: By: N I� 4 00 tf Lon ISI U � 0 W � cz � W w o ' y M W Www CfO � c) H [� o Q W 03 � co co ARc,�'�F 0 No. C212 ;w Nig REN. 7 17 L PAYNE 2864 Date AUGUST 2016 Scale Drawn OSTRO\/SK I Y Job 04-803 Sheet 4 Of Sheets 2 CL O cei ri ei O N ci 53 ELECTRICAL 5YMBOL.5 }' CLC. MTD. FIXT. FLUORESCENT GLC. MTD. FIXT. LED GLC. MTD. FIXT. RECESSED GLC. FIXT. ELEG. BALLAST, AIR -TIGHT, IG RATED FLUORESCENT RECESSED GLC. FIXT. LED RECESSED GLC. FIXT. -�$ MINI RECESSED GLC. FIXT -}- WALL MTD. FIXTURE FLUORESCENT WALL MTD. FIXTURE -�- TRACK FIXTURE -} PENDANT LIGHT 500NOE FIXTURE -�- MINI SCONCE FIXTURE IVMOTION-AGTI VATED SECURITY LIGHT CEILING FAN w/ LIGHT CEILING FAN NO LIGHT UNDER CABINET FLUORESCENT LIGHTING [: :S :j FLUORESCENT FIXTURE VERIFY LOCATION Q 51ONAL PUSH BUTTON O PUCK LIGHT A/G U' PANEL BOARD 2,- EP .EP ELEC. DISCONNECT ® 110 V. SMOKE DETECTOR O EXHAUST FAN ® WHOLE HOUSE VACUUM CONNECTION cm IIOv CARBON MONOXIDE ALARM w/ BATTERY BACKUP _ AUTOMATIC GARAGE r DOOR OPENER LISTED IN L - ACCORDANCE w/ UL 325, N/ GFI OUTLET I. ALL LIGHTING FIXTURES SHALL BE A55UMED INOANDE50ENT U.O.N. AS LED OR FLUORESCENT. 2. ALL EXTERIOR LIGHTING FIXTURES SHALL BE "SUITABLE FOR DAMP LOCATIONS" SINGLE POLE 5WITCH 3 THREE WAY 5WITGH �D DIMMER 5WITGH �D3 DIMMER/3-WAY 5WITGH �T TIMER 5WITGH os OCCUPANCY SENSOR 6 DUPLEX REGEPT. 4) 220 VOLT OUTLET x DUPLEX SPLIT WIRED 3. QUAD. REGEPT. LAV. FAUCETS (RESIDENTIAL) FLOOR OUTLET a TV OUTLET 4. PHONE OUTLET x TV/PHONE OUTLET VP SUITABLE FOR DAMP KITCHEN FAUCETS LOCATION 4- FUEL 6A5 OUTLET ELECTRICAL 5YMBOL.5 }' CLC. MTD. FIXT. FLUORESCENT GLC. MTD. FIXT. LED GLC. MTD. FIXT. RECESSED GLC. FIXT. ELEG. BALLAST, AIR -TIGHT, IG RATED FLUORESCENT RECESSED GLC. FIXT. LED RECESSED GLC. FIXT. -�$ MINI RECESSED GLC. FIXT -}- WALL MTD. FIXTURE FLUORESCENT WALL MTD. FIXTURE -�- TRACK FIXTURE -} PENDANT LIGHT 500NOE FIXTURE -�- MINI SCONCE FIXTURE IVMOTION-AGTI VATED SECURITY LIGHT CEILING FAN w/ LIGHT CEILING FAN NO LIGHT UNDER CABINET FLUORESCENT LIGHTING [: :S :j FLUORESCENT FIXTURE VERIFY LOCATION Q 51ONAL PUSH BUTTON O PUCK LIGHT A/G U' PANEL BOARD 2,- EP .EP ELEC. DISCONNECT ® 110 V. SMOKE DETECTOR O EXHAUST FAN ® WHOLE HOUSE VACUUM CONNECTION cm IIOv CARBON MONOXIDE ALARM w/ BATTERY BACKUP _ AUTOMATIC GARAGE r DOOR OPENER LISTED IN L - ACCORDANCE w/ UL 325, N/ GFI OUTLET I. ALL LIGHTING FIXTURES SHALL BE A55UMED INOANDE50ENT U.O.N. AS LED OR FLUORESCENT. 2. ALL EXTERIOR LIGHTING FIXTURES SHALL BE "SUITABLE FOR DAMP LOCATIONS" NA7ER HEATER MANDATORY FEA7URF-5 WATER HEATING SYSTEMS USING 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 ACCESSIBLE TO THE WATER HEATER WITH NO OBSTRUCTIONS 2. A CATEGORY III OR IV VENT, OR A TYPE B VENT WITH STRAIGHT PIPE BETWEEN THE OUTSIDE TERMINATION AND THE SPACE WHERE THE WATER HEATER IS 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 GAS SUPPLY LINE WITH A CAPACITY OF AT LEAST 200,000 BTU/HR. BASEL I NE WATER USE - 5 BEDROOM RE51 DENOE FIXTURE TYPE FLOW RATE By: ELEOTRIOAL. NOTES DAILY OSES I. PROVIDE AN ADDITIONAL 20 AMP BRANCH CIRCUIT FOR EACH BATHROOM AND LAUNDRY. THESE 0IRGUIT5 SHALL SERVE NO OTHER OUTLETS. 2. ALL 15 & 20 AMP BRANCH CIRCUITS SUPPLYING OUTLETS INSTALLED IN BEDROOMS, FAMILY ROOMS, x DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, 5UNROOM5, RECREATION ROOMS, x HALLWAYS, CLOSETS OR SIMILAR ROOMS, SHALL BE INSTALLED WITH A COMBINATION ARG -FAULT x CIRCUITS INTERRUPTERS. 3. PROVIDE (2) OR MORE 20 -AMP SMALL APPLIANCE BRANCH CIRCUITS EVENLY PROPORTIONED IN THE LAV. FAUCETS (RESIDENTIAL) KITCHEN, PANTRY, BREAKFAST ROOM, DINING ROOM, OR 51MILAR AREA TO SERVE ALL WALL AND x FLOOR OUTLETS. SUCH CIRCUITS SHALL HAVE NO OTHER OUTLETS. 4. ALL 125 VOLT, SINGLE PHASE, 15 AND 20 AMP REGEPTAGLE5 SHALL BE LISTED TAMPER RESISTANT x RECEPTACLES. 5. FIXTURES, LAMP HOLDERS AND RECEPTACLES OUTLETS SHALL BE SECURELY SUPPORTED. A FIXTURE KITCHEN FAUCETS THAT WEIGHS MORE THAN blbs OR EXCEEDS 161n. IN ANY DIMEN51CN SHALL NOT BE SUPPORTED BY THE x SCREW SHELL OF A LAMP HOLDER PER 2013 GEG SECTION 410.15. (a). OUTLET BOXES SHALL NOT BE x USED AS THE SOLE SUPPORT FOR CEILING FANS PER 2013 SECTION 314.27 (a $ d). 6. ALL HARDWIRED DETECTORS SHALL BE INTERCONNECTED. 7. ALL GARAGE, LAUNDRY ROOM, AND UTILITY ROOM LIGHTING SHALL BE HIGH-EFFIGAGY AND GRAVITY TANK -TYPE W.C.'s CONTROLLED BY A MANUAL -ON OCCUPANCY SENSOR. 8. LIGHT FIXTURES SHALL COMPLY w/ THE CLEARANCE REQUIREMENTS SPECIFIED IN 2013 GEG ARTICLE x 410.8. x 4 NA7ER HEATER MANDATORY FEA7URF-5 WATER HEATING SYSTEMS USING 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 ACCESSIBLE TO THE WATER HEATER WITH NO OBSTRUCTIONS 2. A CATEGORY III OR IV VENT, OR A TYPE B VENT WITH STRAIGHT PIPE BETWEEN THE OUTSIDE TERMINATION AND THE SPACE WHERE THE WATER HEATER IS 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 GAS SUPPLY LINE WITH A CAPACITY OF AT LEAST 200,000 BTU/HR. BASEL I NE WATER USE - 5 BEDROOM RE51 DENOE FIXTURE TYPE FLOW RATE By: DURATION DAILY OSES KITCHEN LICHTINC OCCUPANTS PER DAY 5HOWERHEADS (RESIDENTIAL) 2.5 x 8 MIN. x I x 4 = 80 LAV. FAUCETS (RESIDENTIAL) 2.2 x .25 MIN. x 3 x 4 = 6.6 KITCHEN FAUCETS 2.2 x 4 MIN. x I x 4 = 35.2 GRAVITY TANK -TYPE W.C.'s 1.28 x I FLUSH x 3 x 4 = 15.36 TOTAL BASELINE WATER USE (BWU) = 137.16 141 (BWU) x .80 = ALLOWABLE WATER USE = 112.8 REQUIRED 20% REDUOTI ON IN BASELINE WATER U5E CALCULATION TABLE FIXTURE TYPE FLOW RATE ( m) By: DURATION DAILY USES KITCHEN LICHTINC OCCUPANTS GALLONS PER DAY 5HOWERHEADS (RESIDENTIAL) 1.85 x 8 MIN. x I x 4 LUMINAIRE TYPE: HIGH EFFICACY: LAV. FAUCETS (RESIDENTIAL) 2.0 x .25 MIN. x 3 x 4 = 6 KITCHEN FAUCETS 1.5 x 4 MIN. x I x 4 = 24 GRAVITY TANK -TYPE W.C.'s 1.28 x F I FLUSH x 3 x 4 = 111.2 ALLOWABLE DAILY WATER USE: 112.5 GALLONS PROPOSED DAILY WATER USE: 104.56 GALLONS VENTILATION REQU I REMENTS I. <ITOHEN VENTILATION: A. THE KITCHEN SHALL HAVE AN EXHAUST FAN w/ A MIN. VENTILATION RATE OF 100 CFM. B. THE N015E RATING SHALL BE 3 SONE MAXIMUM. G. THE FAN SHALL BE DUCTED TO THE OUTSIDE w/ A MINIMUM 5"(P SMOOTH DUCT (55' MAXIMUM RUN N/ (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 3 SONE MAXIMUM. G. THE FAN SHALL BE DUCTED TO THE OUTSIDE w/ A MINIMUM 4"c7 SMOOTH DUCT (75' MAXIMUM RUN w/ (2) ELBOWS OR FITTINGS). D. BATHROOM EXHAUST FANS MUST BE CONTROLLED BY A HUMIP15TAT CONTROL CAPABLE OF ADJUSTMENT BETWEEN A RELATIVE HUMIDITY RANGE OF 50 TO 50%. 2013 GGB5G SECTION 4.506. 5. WHOLE - BUILDING VENTILATION: SEE GFIR (ENERGY CALCULATIONS) FOR WHOLE BUILDING VENTILATION REQUIRED CFM. ONE BATHROOM FAN SHALL BE 70 CFM. MIN. w/ A MAXIMUM NOISE RATING OF I SONE. THE SNITCH SHALL BE LABELED 'VENTILATION CONTROL." ELr-OTRIOAL PLAN 1/4" = I' -o" WP/ GFI 2C 3-1 MA Revision: Date: By: KITCHEN LICHTINC SCHEDULE: N A B LUMINAIRE TYPE: HIGH EFFICACY: WATTS: QUANTITY: HIGH EFFICACY WATTS: OTHER WATTS: COMPACT FLUOR. YES 26 7 182 PENDANT NO 100 2 200 3' FLUOR. TUBE YES 25 2 50 2' FLUOR. TUBE YES 17 2 34 E- TOTAL (A).. 266 TOTAL (5):200 COMPLIES IF A >/= B YES X NO o 1�! WP/ GFI 2C 3-1 MA Revision: Date: By: N vi H � w 0 n an bQ O v � E- W o 1�! W Q o � O H 0 W�CC) CO co A&) 0RY * No. C2 83 )MN. /17 PAYNE 2864 Date AUGUST 2016 Scale Drawn 05TR0\/5<IY J°h 04-803 Sheet 5 Of Sheets 2 CL cYi N M O r -I O N e -I EP ICC R GENERAL STRUCTURAL NOTES 1. GENERAL 3. CONCRETE / REINFORCING CONTINUED 6. FRAMING / LUMBER CONTINUED 9. DESIGN LOADS HEIGHTS, STACK 2X PLATES (AND SHIM AS REQUIRED). A) THE STRUCTURE HAS BEEN DESIGNED FOR THE FOLLOWING CRITERIA PER CBC CHAPTER 16, A ALL WORK SHALL CONFORM TO THE 2013 CBC AND ALL APPLICABLE LOCAL CODES. 1) REINFORCEMENT COVER SHALL BE AS FOLLOWS: 6-4 POSTS/TRIMMERS: DIVISIONS I, 11, III, AND IV U.N.O.: B) THE ENGINEER (SUMMIT STRUCTURAL DESIGN) HAS PROVIDED AND IS RESPONSIBLE FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO SOIL: 3" A.) SUPPORT: SUPPORT ALL UPPER LEVEL POSTS AND TRIMMERS IN LOWER LEVELS WITH EQUIVALENT FRAMING AND BLOCK OR OTHERWISE FRAME POSTS THROUGH FLOOR SYSTEMS. B) SEISMIC: AB SPECIFIC STRUCTURAL ITEMS ONLY. ALL OTHER REQUIREMENTS OF THE BUILDING CODE CONCRETE WITH SOIL OR WEATHER EXPOSURE: KIPS F.) LET -IN BRACES: LET IN BRACES SHALL NOT BE USED FOR TEMPORARY BRACING ON ANY SEISMIC IMPORTANCE FACTOR: 1 ADDITIONAL INCLUDING WATERPROOFING, FIREPROOFING, DRAINAGE, HANDICAP ACCESSIBILITY, EGRESS % #5 BARS AND SMALLER 1 " LARGER 2" B.) PLATES ARE SPECIFIED, THE LOAD IS TO BE WHERE POSTS WITH COLUMN CAPS OR BEARING PL ADJ MAPPED SPECTAL RESPONSE ACCELERATIONS: Ss = 0.617, S1= 0.276 LLH REQUIREMENTS, PARKING, AND ALL OTHER DESIGN REQUIREMENTS NOT SPECIFICALLY SHOWN IN THE STRUCTURAL DESIGN CALCULATIONS, ARE THE RESPONSIBILITY OF THE CONTRACTOR OR #6 BARS AND CONCRETE WITHOUT SOIL OR WEATHER EXPOSURE: 3/4" ACCEPTABLE ALTERNATIVE. TRANSFERRED TO THE FOUNDATION BY VERTICAL GRAIN ONLY, U.N.O. ALTERNATE SEISMIC SITE CLASS: D SPECTRAL RESPONSE COEFFICIENTS: SDS = 0.537, SD1 = 0.340, Cs = 0.08 LONG LEG VERT. OWNER. SHOULD ANY CHANGES BE MADE FROM THE DESIGN AS SPECIFIED IN THESE ARCH ARCHITECTURAL LONG SEISMIC DESIGN CATEGORY: D G.) DOCUMENTS WITHOUT THE WRITTEN APPROVAL FROM THE ENGINEER, THEN THE ENGINEER J) REINFORCEMENT SHALL BE GRADE 60 PER ASTM A615 U.N.O. LAP BOTTOM REINFORCING (60) 6-5 WALL FRAMING: LSL BASIC SEISMIC -FORCE -RESISTING SYSTEM: LIGHT FRAMED SHEAR WALLS WILL ASSUME NO RESPONSIBILITY FOR ANY ELEMENT OR SYSTEM OF THE STRUCTURE. BAR DIAMETERS U.N.O. AND LAP TOP REINFORCING, PLACED ABOVE 12"OF CONCRETE OR A.) DOUBLE TOP PLATE SPLICES: SPLICES AND JOINTS IN DOUBLE TOP PLATE OF STUD BEARING LAMINATED VENEER LUMBER SEISMIC BASE SHEAR: 12.1 KIPS C) THE DRAWINGS AND CALCULATIONS REPRESENT THE FINISHED STRUCTURE, AND, UNLESS MORE, (80) BAR DIAMETERS U.N.O. MAX WALL SHALL OCCUR AT THE CENTER LINE OF SUPPORTING STUD. TOP PLATE SPLICES OF STUD RESPONSE MODIFICATION FACTOR: R = 6.5 ANALYSIS PROCEDURE USED: EQUIVALENT STATIC FORCE PROCEDURE BOTT (B) SPECIFICALLY NOTED OTHERWISE, DO NOT SHOW THE METHOD OF CONSTRUCTION. THE K) #5 AND LARGER REBAR SHALL NOT BE RE-BENT. MACHINE BOLTS WALLS SHALL BE 48" LONG WITH (12) 16d SINKERS EACH SIDE OF EACH SPLICE U.N.O. WHERE BTF BEAT TO FIT CONTRACTOR IS RESPONSIBLE FOR THE METHOD OF CONSTRUCTION, AND SHALL PROVIDE ALL MECHANICAL 6-6 CONNECTIONS: SPLICE IS INTERRUPTED, USE ST6224 STRAP U.N.O. C) WIND: MFR MEASURES NECESSARY TO PROTECT THE PUBLIC, CONSTRUCTION WORKERS, AND THE L) ALL REINFORCING STEEL AND ANCHOR BOLTS SHALL BE ACCURATELY LOCATED AND B.) FIRE BLOCKS: FIRE BLOCK STUD WALLS AT MID-HEIGHT WHERE STUD LENGTH EXCEEDS 10'-0". CARRIAGE BOLTS WIND SPEED: 110 MPH MINIMUM STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE FORMING, SHORING, ADEQUATELY SECURED IN POSITION BEFORE AND DURING CONCRETE PLACEMENT. CCJ CONTROL JOINT MISC. WIND EXPOSURE: C BRACING, SCAFFOLDING, ETCETERA. CIP C.) MIS -PLACED ANCHOR BOLTS: WHERE ANCHOR BOLTS HAVE BEEN INCORRECTLY PLACED, METAL B.) D) IF A PARTICULAR FEATURE OF CONSTRUCTION IS NOT FULLY SHOWN ON THE DRAWINGS OR IN 6. FRAMING/LUMBER (N) USE SIMPSON SET EPDXY WITH ANCHOR OF SAME DIAMETER WITH 7 EMBEDMENT IN D) LIVE LOADS: ROOF 20 PSF CLR THE CALCULATIONS THEN IT SHALL BE CONSTRUCTED IN THE SAME CHARACTER AS SIMILAR ' NS NEAR SIDE CONCRETE AND INSTALLATION PER MANUFACTURERS RECOMMENDATIONS AND CURRENT 0 RT CMU CONDITIONS THAT ARE SHOWN ON THE DESIGN DOCUMENTS. E) ANY CONDITIONS NOTED AS EXISTING MUST BE FIELD VERIFIED BY THE CONTRACTOR, AND ANY DISCREPANCIES MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER WITHOUT PROCEEDING WITH CONSTRUCTION PRIOR TO THE REVIEW OF THE ENGINEER. F) ALL WATERPROOFING AND FLASHING (ROOFS, FOUNDATIONS, GARAGE FLOORS, ETC...) IS THE RESPONSIBILITY OF THE CONTRACTOR OR OWNER. G) SHOP DRAWINGS: SHOP DRAWINGS ARE SUPERCEDED BY THE STRUCTURAL DRAWINGS UNDER ALL CIRCUMSTANCES. THE GENERAL CONTRACTOR SHALL VERIFY THAT ALL CONSTRUCTION IS IN FULL AGREEMENT WITH THE LATEST STRUCTURAL DRAWINGS. REVIEW OF SHOP DRAWINGS BY THE ENGINEER OF RECORD DOES NOT GUARANTEE IN ANY WAY THE THE SHOP DRAWINGS ARE CORRECT, NOR DOES IT INFER THAT THEY SUPERCEDE THE STRUCTURAL DRAWINGS. H) WALL FINISH SYSTEMS SUCH AS STUCCO SHALL BE APPLIED OVER FOAM BASE OR OTHER METHOD OF ADEQUATELY ALLOWING THE FINISH TO EXPAND AND CONTRACT WITHOUT CRACKING. THE OWNER OR CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEFECTS IN THE FINISHES. 1) SPECIAL INSPECTION: SPECIAL INSPECTION PER SECTION 1701 OF THE CBC SHALL BE PROVIDED FOR THE FOLLOWING TYPES OF CONSTRUCTION: EPDXY/MECHANICAL CONCRETE ANCHORS (IF APPLICABLE) THE SPECIAL INSPECTOR SHALL BE ACCEPTABLE TO THE STRUCTURAL ENGINEER AND BUILDING DEPARTMENT, SHALL BE ICBO 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 BROUGHTTO THE ATTENTION OF THE ENGINEER. C) THESE CALCULATIONS ASSUME STABLE, UNDISTURBED SOILS AND LEVEL OR STEPPED FOOTINGS. ANY OTHER CONDITIONS SHOULD BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO THE CONSTRUCTION OF THE FOUNDATIONS. D) ALL FOOTINGS INCLUDING RETAINING WALL FOOTINGS, SPREAD FOOTINGS, WALL FOOTINGS, AND GRADE BEAMS SHALL BEAR ON UNDISTURBED SOIL WITH A FOOTING DEPTH BELOW FROSTLINE (12" TO 24" AS PER LOCAL REQUIREMENTS). E) BOTTOM OF ALL FOUNDATION TRENCHES SHALL BE CLEAN AND LEVEL. F) ALL FINISHED GRADE SHALL SLOPE AT A MINIMUM SLOPE OF 5% AWAY FROM ALL FOUNDATIONS A MINIMUM OF 10 FEET HORIZONTAL. G) FOUNDATIONS SHALL NOT BE SCALED FROM PLAN OR DETAIL DRAWINGS. H) FILL MATERIAL SHALL BE FREE FROM DEBRIS, VEGETATION, AND OTHER FOREIGN SUBSTANCES. 1) USE 4" DIAMETER PERFORATED PIPE SUB -DRAIN BEHIND ALL RETAINING WALLS. SLOPE PIPE TO DRAIN TO DAYLIGHT. J.) FOR FOOTINGS PLACED ON OR ADJACENT TO SLOPES, A GEOTECHNICAL ENGINEER MUST APPROVE FOOTING PLACEMENTS IN VIOLATION OF FIGURE 1808.7.1 OF 2013 CBC. THIS ENGINEER SHALL NOT BE LIABLE FOR ANY FOUNDATION NOT IN STRICT CONFORMANCE TO SECTION 1808 OF THE 2013 CBC. 3. CONCRETE / REINFORCING A) CONCRETE SHALL HAVE A MINIMUM 28 DAY STRENGTH OF 2,500 PSI U.N.O. C) ALL CEMENT USED SHALL CONFORM TO ASTM C-150 AND SHALL BE TYPE II OR TYPE III LOW ALKALI. D) AGGREGATE SHALL CONFORM TO ASTM C-33 AND SHALL NOT CONTAIN MATERIALS WHICH ARE ALKALI REACTIVE AS DETERMINED BY ASTM C-227, 289, AND 295. IF TEST DATA IS UNAVAILABLE IN REGARDS TO ALKALI REACTIVE MATERIALS, PROVIDE CEMENT WITH A MAXIMUM ALKALI CONTENT LESS THAN 0.45% BY WEIGHT. E) CONCRETE EXPOSED TO FREEZING OR THAWING SHALL BE PROTECTED IN ACCORDANCE TO THE LATEST EDITION OF THE ACI 318. F) SLABS ON GRADE SHALL BE PER THE CONTRACTOR. SUMMIT STRUCTURAL DESIGN RECOMMENDS THE FOLLOWING AS A MINIMUM SLAB -ON -GRADE: AT GARAGE SLABS, USE 4" THICK S.O.G. WITH #3 BARS AT 15" O.C. EACH WAY ABOVE MID -DEPTH OF SLAB, OVER MOISTURE BARRIER IN COMPLIANCE WITH ASTM E 1643, OVER 4" AGGREGATE BASE. USE 3-1/2" SLAB WITH#3 AT 15" E.W. ABOVE MID -DEPTH OF SLAB, OR 6X6 WWF ABOVE MID -DEPTH OF SLAB WITH SAME SUB - SLAB BUILDUP AT ALL OTHER AREAS. G) SAW -CUT TOP 3/4" OF SLAB FOR CRACK CONTROL AT INTERVALS NOT TO EXCEED 10'-0" WHERE SLAB IS REINFORCED, SAW CUT AT INTERVALS NOT TO EXCEED 7'-0" WHERE SLAB IS UN -REINFORCED. 6-1 MATERIALS: A.) SHEATHING: 1. ROOF SHEATHING: SEE PLANS 2. FLOOR SHEATHING: SEE PLANS 3. WALL SHEATHING: SEE PLANS B.) GLUE -LAMS: GLUE -LAMS SHALL BE 24F -V4 U.N.O. WITH A CAMBER OF R=1600' U.N.O. GLUE -LAMS EXPOSED TO WEATHER MUST BE RATED FOR EXTERIOR USE BY THE MANUFACTURER. GLUED LAMINATED FABRICATON SHALL BE PERFORMED IN AN APPROVED FABRICATORS SHOP IN ACCORDANCE WITH CBC 2303.1.3, AITC A190.1, AND ASTM D 3737. BEAM INSPECTION CERTIFICATES SHALL BE SUBMITTED TO THE FIELD INSPECTOR PRIOR TO COMPLETION OF FRAME INSPECTION IN ACCORDANCE WITH CBC 1704.2. C.) MICRO -LAMS: MICRO -LAMS (LAMINATED VENEER LUMBER) SHALL HAVE FB = 3100 PSI AND FV = 285 PSI MIN., AND SHALL BE MANUFACTURED, APPROVED AND IDENTIFIED AS PER NER-481. D.) SILL PLATES: SILL PLATES SHALL BE PRESSURE TREATED DOUGLAS FIR WITH 1/2" DIAMETER ANCHOR BOLTS AND 3" X 3" X.229" PLATE WASHERS LOCATED AT 6'-0" O.C. MAX. WITH ONE BOLT LOCATED V-0" MAXIMUM FROM EACH END OF EACH PIECE. RE -TREAT CUT ENDS WHERE REQUIRED. E.) FRAMING LUMBER: ALL FRAMING LUMBER SHALL BE DOUGLAS FIR LARCH AS GRADED BY THE W.W.P.A. OR W.C.L.I.B. AND SHALL HAVE A MOISTURE CONTENT LESS THAN 19%, U.N.O. 1. STUDS SHALL BE STUD GRADE OR BETTER. 2. ALL POSTS SHALL BE DF -L #1 U.N.O. 3. 2X AND 3X RAFTERS SHALL BE DF -L #2 U.N.O. 4. 2X JOISTS SHALL BE DF -L #2 U.N.O. 5. CONCEALED BEAMS SHALL BE DF -L #2. 6. EXPOSED BEAMS SHALL BE DF -L #1 APPEARANCE GRADE FOHC (4X6 AND LARGER). 7. ALL BEAMS 6X AND LARGER SHALL BE FREE OF HEART CENTER. F.) NAILS: ALL NAILS SHALL BE COMMON U.N.O. WHERE EXPOSED TO WEATHER OR WITHIN 18" OF FOUNDATION, NAILS SHALL BE GALVANIZED. G.) BOLTS AND LAG SCREWS: BOLTS AND LAG SCREWS SHALL BE ASTM A-307 U.N.O. AND PROVIDED NEW AND WITHOUT EXCESSIVE RUST. H.) ALL HARDWARE CALLED SHALL BE SIMPSON STRONG -TIE CO., OR ENGINEER APPROVED EQUIVALENT, INSTALLED PER MANUFACTURER'S RECOMMENDATIONS WITH ALL HOLES FILLED WITH RECOMMENDED FASTENERS. USP HARDWARE MAY BE USED IN LIEU OF SIMPSON HARDWARE WITH WRITTEN APPROVAL FROM STRUCTURAL ENGINEER OF RECORD. ALL METAL HANGERS, CONNECTORS, AND FASTENERS IN CONTACT WITH PRESSURE TREATED WOOD SHALL BE STAINLESS STEEL OR OTHERWISE CERTIFIED BY THE MANUFACTURER TO RESIST CORROSION CAUSED BY THE SPECIFIC TREATMENT APPLIED TO THE WOOD AND/OR METALS. I.) MANUFACTURED "I" JOISTS: MANUFACTURED I JOISTS (SUCH AS TRUSS JOISTS) SHALL BE INSTALLED PER THE MANUFACTURES RECOMMENDATIONS USING A DEFLECTION LIMIT OF L/480 UNLESS NOTED OTHERWISE. USE A MANUFACTURED 1-1/4" RIM BOARD (SUCH AS TIMBER STRAND) WITH ALL "I" JOISTS. USE A DOUBLE RIM OR 1-3/4" LVL RIM AT ALL LOCATIONS WHERE LEDGERS ARE USED (SUCH AS DECK LEDGERS). 6-2 GENERAL FRAMING: A.) MINIMUM NAILING: MINIMUM NAILING SHALL BE PER 2013 CBC TABLE 2304.9.1. B.) LARGER MEMBERS: ALL FRAMING MEMBERS SPECIFIED IN THESE CALCULATIONS ARE MINIMUMS, LARGER MEMBERS MAY BE SUBSTITUTED AT CONTRACTORS OPTION. C.) SHRINKAGE: CARE SHALL BE TAKEN TO ALLOW FOR EFFECTS OF SHRINKAGE WHICH COULD CAUSE SETTLEMENT OF ROOF AND OR FLOORS AND COULD LEAD TO FAILURE OF ASSOCIATED FRAMING MEMBERS. THE CONTRACTOR SHALL TAKE ALL MEASURES NECESSARY TO PROTECT FRAMING FROM THE EFFECTS OF SHRINKAGE. D.) ALL STRUCTURAL FRAMING MEMBER WITH EXTERIOR EXPOSURE SHALL BE PRESSURE TREATED OR BE OF MATERIAL THAT IS NATURALLY RESISTANCE TO DECAY. 6-3 BEAM FRAMING: A.) BUILT UP BEAMS: ALL BUILT UP, LAMINATED DOUBLE OR MULTIPLE 2X JOISTS AND BEAMS SHALL BE NAILED TOGETHER WITH 16d NAILS AT 6" O.C., T&B U.N.O. B.) DOUBLE JOISTS: PROVIDE DOUBLE FLOOR JOISTS UNDER PARTITION WALLS RUNNING PARALLEL TO JOIST SPAN AND UNDER ALL LOCATIONS WHERE TUBS MAY BE LOCATED. ADEQUATE SUPPORT SHALL BE PROVIDED FOR ALL OTHER EQUIPMENT OR FURNISHINGS WHICH MAY NOT BE SHOWN ON THE STRUCTURAL DRAWINGS INCLUDING BUT NOT LIMITED TO: HOT WATER HEATER, STOVE, REFRIGERATOR, OVEN, FIRE PLACE ENCLOSURES, WOOD BURNING STOVE, ETCETERA. C.) BLOCKING: PROVIDE SOLID BLOCKING IN JOIST FRAMING ABOVE ALL SUPPORTS �OQ�pFESS1ON�l FEZ c-�No. 75688' r * 6/ 0/16 J� CIV0- g1FOF CAO 8/05/16 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE ONLY WITH THE ATTACHED STRUCTURAL CALCULATIONS 383 Rio Lindo Ave. Suite 200 Chico, CA 95926 P. 530.592.4407 SummitChico.com V 1 Q W U o U 0Rt _r ILOU z00 1 r -4z ..Jzo Q ('i Q r -L LJJ 00 � z I---- Q z 11 0 U Uo U cc :D E G ryo < LU REVISIONS: DATE: 8/05/16 SCALE: NTS DRAWN BY: RKB JOB NUMBER: 16-237 SHEET: SN ICC R D.) CRIPPLE WALLS: CRIPPLE WALLS SHALL BE A MINIMUM OF 14" IN HEIGHT. FOR LESSER HEIGHTS, STACK 2X PLATES (AND SHIM AS REQUIRED). ABBREVIATIONS E.) NOTCHED OR CUT STUDS: NOTCHED AND/OR CUT STUDS TO CLEAR ANCHOR BOLTS ARE NOT ALLOWED. STUDS SHALL HAVE FULL BEARING TO THE FOUNDATION PLATE. AB ANCHOR BOLT K KIPS F.) LET -IN BRACES: LET IN BRACES SHALL NOT BE USED FOR TEMPORARY BRACING ON ANY ADD'L ADDITIONAL L ANGLE WALL FRAME. STEEL STRAPS WHICH DO NOT REQUIRE THE CUTTING OF STUDS ARE AN ADJ ADJACENT LLH LONG LEG HORIZ. ACCEPTABLE ALTERNATIVE. ALT ALTERNATE LLV LONG LEG VERT. ARCH ARCHITECTURAL LONG LONGITUDINAL G.) SEE NOTE 6-1 D FOR SILL AND ANCHOR BOLT SPECIFICATIONS. BLDG BUILDING LSL LONG SLOTTED HOLE BLKG BLOCKING LVL LAMINATED VENEER LUMBER H.) WALL FRAMING RECEIVING NAILING AT 3" ON CENTER OR LESS SHALL BE 3X NOMINAL U.N.O. BM BEAM MAX MAXIMUM PER PLANS AND DETAILS. BOTT (B) BOTTOM MB MACHINE BOLTS BTF BEAT TO FIT MECH MECHANICAL 6-6 CONNECTIONS: BTWN BETWEEN MFR MANUFACTURER CB CARRIAGE BOLTS MIN MINIMUM A.) HOLES FOR THROUGH BOLTS SHALL BE DRILLED 1/16" OVERSIZE. CCJ CONTROL JOINT MISC. MISCELLANEOUS CIP CAST -IN-PLACE CONCRETE MTL METAL B.) ALL BOLTS, NUTS, AND LAG SCREWS SHALL BE PROVIDED WITH FLAT OR MALLEABLE CJ CONSTRUCTION JOINT (N) NEW WASHERS WHERE BEARING AGAINST WOOD. CLR CLEAR NS NEAR SIDE CMU CONCRETE MASONRY UNITS NSA NELSON STUD ANCHOR C.) ALL BOLTS AND LAG SCREWS SHALL BE TIGHTENED UPON INSTALLATION AND RE -TIGHTENED COL COLUMN NTS NOT TO SCALE BEFORE CLOSING IN OR AT COMPLETION OF JOB. CONC CONCRETE OC ON CENTER CONN CONNECTION OD OUTSIDE DIAMETER D.) LAG SCREWS SHALL BE SCREWED, NOT DRIVEN, INTO PLACE. CONSTR CONSTRUCTION OH OPPOSITE HAND CONT CONTINUOUS OPNG OPENING CONTR CONTRACTOR OVS OVERSIZE ROUND HOLE 8. ROOF FRAMING CP COMPLETE PENETRATION PDF POWDER DRIVEN FASTENER CTR CENTER PERP PERPENDICULAR 8-1 CUT AND STACKED ROOF FRAMING: CTSK COUNTERSINK PL PLATE DBL DOUBLE PLWD PLYWOOD A.) CUT AND STACKED ROOF SYSTEMS SHALL BE BUILT TO THE CONVENTIONAL FRAMING DF DOUGLAS FIR PLCS PLACES REQUIREMENTS OF THE CALIFORNIA BUILDING CODE (CHAPTER 23). PURLINS, BRACES, DF -L DOUGLAS FIR - LARCH PP PARTIAL PENETRATION INTERMEDIATE SUPPORTS, AND CONNECTIONS SHALL BE PROVIDED BY THE CONTRACTOR THAT DIA DIAMETER PT PRESSURE TREATED ARE CAPABLE OF TRANSMITTING ALL GRAVITY AND WIND LOADS TO THE FOUNDATION. DJ DOUBLE JOIST P/C PRECAST CONCRETE EA EACH P/T POST -TENSIONED B.) IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE THE CONVENTIONALLY FRAMED EF EACH FACE REINF REINFORCEMENT ROOF SYSTEM WITH TIES AND SUPPORTS BRACING ALL ELEMENTS TO THE FOUNDATION. THE EL ELEVATION (DATUM) REQ'D REQUIRED ENGINEER HAS MADE A CURSORY REVIEW OF THE FRAMING SIZES AND SUPPORT LOCATIONS, ELEV ELEVATION (VIEW) OR ELEVATOR SC SLIP CRITICAL AND HAS PROVIDED GENERAL CONNECTION DETAILS TO COVER THE MAJORITY OF CONDITIONS, EN EDGE NAILING SEOR STRUCTURAL ENGINEER OF BUT HAS NOT PROVIDED ENGINEERING DETAIL REQUIREMENTS FOR ALL CONNECTIONS EQ EQUAL RECORD NECESSARY FOR THE ROOF TO PERFORM IN ACCORDANCE WITH THE LOADING CRITERIA. IF ANY ES EACH SIDE SHTG SHEATHING SPECIFIC ELEMENT OF THE ROOF FRAMING SYSTEM IS NOT SHOWN AND DETAILED CONNECTION (E) EXISTING SIM SIMILAR CRITERIA IS REQUIRED, PLEASE CONTACT THE ENGINEER FOR ADDITIONAL INFORMATION. EXP EXPANSION SOG SLAB -ON -GRADE EXT EXTERIOR STD STANDARD 8-2 PREFABRICATED ROOF TRUSSES: EW EACH WAY STIFF STIFFENER FF FINISH FLOOR STL STEEL A) PREFABRICATED ROOF TRUSSES: PREFABRICATED ROOF TRUSSES SHALL BE DESIGNED BY THE FIN FINISH SQ SQUARE TRUSS FABRICATOR PER THE REQUIREMENTS OF THE ARCHITECTURAL AND STRUCTURAL FJ FLOOR JOIST SS STAINLESS STEEL DRAWINGS AND CBC 2303.4. FLR FLOOR SWS SHEAR WALL SCHEDULE FNDN FOUNDATION SYM SYMMETRICAL B) COMPLETE CALCULATIONS AND SHOP DRAWINGS INCLUDING LAYOUT, SIZE OF MEMBERS, AND FOHC FREE OF HEART CENTER T&B TOP & BOTTOM CONNECTION DETAILS, STAMPED AND SIGNED BY AN ENGINEER LICENSED IN THE STATE OF FOS FACE OF STUD TO(P) TOP OF (PLYWOOD) CALIFORNIA, SHALL BE REVIEWED BY THE ENGINEER OF RECORD PRIOR TO TRUSS FABRICATION. FS FAR SIDE TOC TOP -OF -CONCRETE FTG FOOTING TOF TOP -OF -FOOTING C) TRUSS DESIGN LOADS: GA GAUGE TOS TOP -OF -STEEL TOP CHORD LIVE LOAD: 20 PSF REDUCIBLE GALV GALVANIZED TOW TOP -OF -WALL TOP CHORD DEAD LOAD: 14 PSF GLB GLUE -LAM BEAM TN TOE NAIL BOTTOM CHORD DEAD LOAD 10 PSF HDG HOT DIPPED GALVANIZED TYP TYPICAL TOTAL LOAD 44 PSF HDR HEADER UNO UNLESS NOTED OTHERWISE UPLIFT LOAD AS REQUIRED BY THE 2013 CBC HGR HANGER (SIMPSON) VERT VERTICAL HORIZ HORIZONTAL WP WORKPOINT D) TRUSS BRIDGING SHALL BE AS REQUIRED AND SPECIFIED BY THE TRUSS FABRICATOR. ID INSIDE DIAMETER WWF WELDED WIRE FABRIC INT INTERIOR W/ WITH E) TRUSS MANUFACTURER SHALL OBTAIN ALL NECESSARY APPROVALS FROM THE PUBLIC AGENCIES JST JOIST W/0 WITHOUT INVOLVED IN GOVERNING CONSTRUCTION. JT JOINT F) TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING MAXIMUM DEFLECTIONS UNDER DESIGN LOADS: LIVE LOAD DEFLECTION = L/360, TOTAL LOAD DEFLECTION = L/240 �OQ�pFESS1ON�l FEZ c-�No. 75688' r * 6/ 0/16 J� CIV0- g1FOF CAO 8/05/16 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE ONLY WITH THE ATTACHED STRUCTURAL CALCULATIONS 383 Rio Lindo Ave. Suite 200 Chico, CA 95926 P. 530.592.4407 SummitChico.com V 1 Q W U o U 0Rt _r ILOU z00 1 r -4z ..Jzo Q ('i Q r -L LJJ 00 � z I---- Q z 11 0 U Uo U cc :D E G ryo < LU REVISIONS: DATE: 8/05/16 SCALE: NTS DRAWN BY: RKB JOB NUMBER: 16-237 SHEET: SN TYPICAL HANGER SCHEDULE MEMBER SIZE SIMPSON HANGER TYPE FASTENER TYPE AT SUPPORTING AT SUPPORTED MEMBER MEMBER 2X2X10/2X12 / LUSLUS210/L S 1028/ 10d 10d DBL 2X6/DBL 2X8/ DBL 2X10/DBL 2X12 HUS26-2TF/HUS28-2TE/ HUS210-2TF/HUS212-2TF 16d 16d 4X8/4X10/4X12 HU48TF/HU41OTF/HU412TF 16d 10d 6X8/6X10/6X12 HU68TF/HU610TF/HU612TF 16d 16d TJI/BCI ITS 10d NOT REQ'D LVL/PSL HGLTV 16d 16d GLU-LAM HGLTV 16d 16d NOTES: 1. PROVIDE SKEWED AND SLOPED HANGER WHERE REQUIRED. 2. PROVIDE HANGER WITH ONE OR BOTH FLANGES CONCEALED WHERE REQUIRED. 3. SEE PLANS AND DETAILS FOR HANGER AT SPECIAL CONDITION. 4. PROVIDE APPROPRIATE FASTENER AT ALL FASTENER HOLES U.N.O. 5. FASTENER SIZES: 16d=0.162" DIA. X 3 1/2" LENGTH 10d=0.148" DIA. X 3" LENGTH, 10d X 1 1/2"=0.148" DIA. X 1 1/2" LENGTH 6. PROVIDE HANGERS AND FASTENERS WITH CORROSION PROTECTION APPROPRIATE FOR CONNECTION APPLICATION AND ENVIRON TYPICAL SIMPSON HANGER SCHEDULE LE i2 NO SCALE SD1 2 1/2" MAX. DEPTH FOR 2X4 PLATE 3 1/2" MAX. DEPTH FOR 2X6 PLATE "_5 1/2" MAX A N A N PROVIDE SIMPSON RPS22 STRAP AT EACH PLATE,TOP PLATE (2) MIN PER NOTCH --,,,PER 6/SD1 1 1/2"I WALL FRAMING MAX, TYP. I PER PLAN, TYP f ----PIPE AS OCCURS NOTE: DO NOT BORE HOLES OR CUT NOTCHES IN STRUCTURAL WALL PLATES GREATER THAN 1/3 THE PLATE WIDTH WITHOUT WRITTEN CONSENT FROM THE ENGINEER OF RECORD. TYPICAL TOP PLATE NOTCH DETAIL FJ1 NO SCALE PER ARCH RAKED PLATE WHERE OCCURS 4 CS16 X 2X BLOCK j 7'_0" , FLAT, TYP LENGTH TOP PLATE PER 6/SD1 WALL FRAMING PER PLAN, TYP-- 1/2 STRAP LENGTH SHEAR PLY PER SHEAR WALL SCHEDULE TYPE "6" AT HEADER, TYPE �Dl TOP PLATE PER 6/SD1 —+ —+ - E.N. r----- TYP +I II II 1+1 II E. N. I TV 1 +I 1 II II II II II 1+I I+I II II SHEAR PLY PER PLAN, OTHERWISE PROVIDE 3/8" MIN APA RATED PLY WITH 8d NAILS AT 6" O.C. CORNER WHERE OCCURS EDGES AND 12" O.C. FIELD TYPICAL OFFSET TOP PLATE DETAIL NO SCALE 10 SD1 HEADER PER PLAN CS16 STRAP TOP PER PLATE 6/SD1 EN /SHEAR PLY AND NAILING EN PER PLAN 1 1 - EN, TRIMMER S PER SCHEDULE + + + —+ +— +_ ± —+ _+± — -7— - A35 CLIP AT EACH SIDE OF POSTS AND MULTIPLE KING STUDS. USE A34 AT 4X WALLS -�-,— —n--- TYP NAIL MULTIPLE TRIMMERS/KING STUDS TOGETHER WITH 16d AT 12" O.C. STAGGERED © STUD PER PLAN, DF#2 AT 16" O.C. U.N.O. + O 11 � +I I I 1 1+I ---11I + I 4X6 BLK'G + 1+ 1 I+I I TYP. + +— + — + Imo+ — _ _. / EN, TYP I+ 2'-0" MIN I I 1 1 1+ I 1 0 II I 0 I I+POST HOEDOWN I I+ PER TRIMMER/S PLAN 3: PER PLAN 11 w KINGS/HOLDOWN POST PER PLAN i FASTENING SCHEDULE (TABLE 2304.9.1) CONNECTION FASTENING- LOCATION 1. JOIST TO SILL OR GIRDER 3 - 8d COMMON (2 1/2" X 0.131") THICKNESS, U.N.O. F1.5 3 - 3" X 0.131" NAILS TOE NAIL 12" 3 - 3" 14 GA. STAPLES 2'-0" 2. BRIDGING TO JOIST 2 - 8d COMMON (2 1/2" X 0.131") F2.5 2'-6" 2 - 3" X 0.131" NAILS TOE NAIL EACH END F33,-0 2 - 3" 14 GA. STAPLES 30-099 3. 1" X 6" SUBFLOOR OR LESS TO EACH JOIST 2 - 8d COMMON (2 1/2" X 0.131") FACE NAIL 4. WIDER THAN 1" X 6" SUBFLOOR TO EACH JOIST 3 - 8d COMMON (2 1/2" X 0.131") FACE NAIL 5. 2" SUBFLOOR TO JOIST OR GIRDER 2 - 16d COMMON (3 1/2" X 0.162") BLIND AND FACE NAIL 6. SOLE PLATE TO JOIST OR BLOCKING 16d (3 1/2" X 0.135") AT 16" O.C. 3" X 0.131" NAILS AT 8" O.C. TYPICAL FACE NAIL 3" 14 GA. STAPLES AT 12" O.C. SOLE PLATE TO JOIST OR BLOCKING AT 3 - 16d (3 1/2" X 0.135") AT 16" O.C. BRACED WALL PANELS BRACED WALL PANEL 4 - 3" X 0.131" NAILS AT 16" O.C. 4 - 3" 14 GA. STAPLES PER 16" 7. TOP PLATE TO STUD 2 - 16d COMMON (3 1/2" X 0.162") 3 - 3" X 0.131" NAILS END NAIL 3 - 3" 14 GA. STAPLES 8. STUD TO SOLE PLATE 4 - 8d COMMON (2 1/2" X 0.131") 4 - 3" X 0.131" NAILS AT 8" O.C. TOE NAIL 3 - 3" 14 GA. STAPLES AT 12" O.C. 2 - 16d COMMON (3 1/2" X 0.162") 3-3"X0.131"NAILS END NAIL 3 - 3" 14 GA. STAPLES 9. DOUBLE STUDS 16d (3 1/2" X 0.135") AT 24" O.C. 3" X 0.131" NAIL AT 8" O.C. FACE NAIL 3" 14 GA. STAPLE AT 8" O.C. 10. DOUBLE TOP PLATES 16d (3 1/2" X 0.135") AT 16" O.C. 3" X 0.131" NAIL AT 12" O.C. TYPICAL FACE NAIL 3" 14 GA. STAPLE AT 12" O.C. DOUBLE TOP PLATES 8 - 16d COMMON (3 1/2" X 0.162") 12 - 3" X 0.131" NAILS LAP SPLICE 12 - 3" 14 GA. STAPLES 11. BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE 3 - 8d COMMON (2 1/2" X 0.131") 3 - 3" X 0.131" NAILS TOE NAIL 3 - 3" 14 GA. STAPLES 12. RIM JOIST TO TOP PLATE 8d (2 1/2" X 0.131") AT 6" O.C. 3" X 0.131" NAIL AT 6" O.C. TOE NAIL 3" 14 GA. STAPLE AT 6" O.C. 13. TOP PLATES, LAPS AND INTERSECTIONS 2 - 16d COMMON (3 1/2" X 0.162") 3 - 3" X 0.131" NAILS FACE NAIL 3 - 3" 14 GA. STAPLES 14. CONTINUOUS HEADER, TWO PIECES 16d COMMON (3 1/2" X 0.162") 16" O.C. ALONG EDGE 15. CEILING JOISTS TO PLATE 3 - 8d COMMON (2 1/2" X 0.131") 5 - 3" X 0.131" NAILS TOE NAIL 5 - 3" 14 GA. STAPLES 16. CONTINUOUS HEADER TO STUD 4 - 8d COMMON (2 1/2" X 0.131") TOE NAIL 17. CEILING JOISTS, LAPS OVER PARTITIONS 3 - 16d COMMON (3 1/2" X 0.162") MIN, TABLE 2308.10.4.1 4 - 3" X 0.131" NAILS FACE NAIL 4 - 3" 14 GA. STAPLES 18. CEILING JOISTS TO PARALLEL RAFTERS 3 - 16d COMMON (3 1/2" X 0.162") MIN, TABLE 2308.10.4.1 4 - 3" X 0.131" NAILS FACE NAIL 4 - 3" 14 GA. STAPLES 19. RAFTER TO PLATE 3 - 8d COMMON (2 1/2" X 0.131") 5 - 3" X 0.131" NAILS TOE NAIL 5 - 3" 14 GA. STAPLES 20. 1" DIAGONAL BRACE TO EACH STUD AND PLATE 2 - 8d COMMON (2 1/2" X 0.131") 2 - 3" X 0.131" NAILS FACE NAIL 3 - 3" 14 GA. STAPLES 21. 1" X 8" SHEATHING TO EACH BEARING 3 - 8d COMMON (2 1/2" X 0.131") FACE NAIL 22. WIDER THAN 1" X 8" SHEATHING TO EACH BEARING 3 - 8d COMMON (2 1/2" X 0.131") FACE NAIL 23. BUILT-UP CORNER STUDS 16d COMMON (3 1/2" X 0.162") 24" O.C. 3" X 0.131" NAILS 16" O.C. 3" 14 GA. STAPLES 16" O.C. 24. BUILT-UP GIRDER AND BEAMS 20d COMMON (4" X 0.192") AT 32" O.C. FACE NAIL AT TOP AND 3" X 0.131" NAILS AT 24" O.C. BOTTOMSTAGGERED ON 3" 14 GA. STAPLES AT 24" O.C. OPPOSITE ENDS 2 - 20d COMMON (4" X 0.192") FACE NAIL AT ENDS AND 3 - 3" X 0.131" NAILS AT EACH SPLICE 3 - 3" 14 GA. STAPLES 25. 2" PLANKS 16d COMMON (3 1/2" X 0.162") AT EACH BEARING 26. COLLAR TIE TO RAFTER 3 - 10d COMMON (3" X 0.148") 4 - 3" X 0.131" NAILS FACE NAIL 4 - 3" 14 GA. STAPLES 27. JACK RAFTER TO HIP 3 - 10d COMMON (3" X 0.148") 4 - 3" X 0.131" NAILS TOE NAIL 4 - 3" 14 GA. STAPLES 2 - 16d COMMON (3 1/2" X 0.162") 3-3"X0.131"NAILS FACE NAIL 3 - 3" 14 GA. STAPLES 28. ROOF RAFTER TO 2X RIDGE BEAM 2 - 16d COMMON (3 1/2" X 0.162") 3 - 3" X 0.131" NAILS TOE NAIL 3 - 3" 14 GA. STAPLES 2 - 16d COMMON (3 1/2" X 0.162") FACE NAIL 3 - 3" X 0.131" NAILS 3 - 3" 14 GA. STAPLES 29 JOIST TO FAND jO!ST z _.. la, rnuunu /z 4 /o• v C., C". 4 - 3" X 0.131" NAILS FACE NAIL 4 - 3" 14 GA. STAPLES 30. LEDGER STRIP 3 - 16d COMMON (3 1/2" X 0.162") 4 - 3" X 0.131" NAILS FACE NAIL 4 - 3" 14 GA. STAPLES 31. WOOD STRUCTURAL PANELS AND PARTICLE BOARD.° 1/2" AND LESS 6d"' SUBFLOOR, ROOF AND WALL SHEATHING (TO FRAMING) 2 3/8" X 0.113" NAIL" 19/32" TO 3/4" 8d OR 6d• 2 3/8" X 0.113" NAIL' SINGLE FLOOR (COMBINATION SUBFLOOR-UNDERLAYMENT 7/8" TO 1" 8d" 1 1/8" TO 1 1/4" 10d"OR 8d" TO FRAMING) 3/4" AND LESS 6d• 7/8" TO 1" 8d• 1 1/8- TO 1 1/4- 10& OR 8d- 32. PANEL SIDING (TO FRAMING) 1/2" AND LESS 6d 5/8" 8d' 33. FIBERBOARD SHEATHING' 1/2" No. 11 GAGE ROOFING NAIL" 6d COMMON NAIL (2" X 0.113") No. 16 GAGE STAPLE' 25/32" No. 11 GAGE ROOFING NAIL" 8d COMMON NAIL (2 1/2" X 0.131") No. 16 GAGE STAPLE' 34. INTERIOR PANELING 1/4" 4d' 3/8" 6d` a. L;omman or box naus re permitted to e r a p b used except whe a otherw€se stated. b. Nails spaced at 6 inches on center at edges, 12 inches at intermediate supports except 6 inches at supports where spans are 48 Inches or more. For nailing of wood structural panel and particleboard diaphragms and shear walls, refer to Section 2305. Nails for wall sheathing are permitted to be common, box or casing. c. Common or deformed shank (6d - 2" x 0.113"; 8d - 2 1/2" x 0.131"; 10d - 3" x 0.148") d. Common (6d - 2" x 0.113"; 8d -21/2"x0.131"; 10d -3"x0.148") e. Deformed shank (6d - 2" x 0.113"; 8d - 2 1/2" x 0.131"; 10d - 3" x 0.148") f. Corrosion -resistant siding (6d - 1 7/8" x 0.106"; 8d - 2 3/8" x 0.128") or casing (6d - 2" x .099"; Sd - 2 1/2" x 0.113") nail g. Fasteners spaced 3 inches on center at exterior ridges and 6 inches on center at intermediate supports, when used as structural sheathing. Spacing shall be 6 inches on center on the edges and 12 inches on center at intermediate supports for nonstructural applications. h. Corrosion -resistant roofing nails with 7/16 inch diameter head and 1 1/8 inch length for 1/2 Inch sheathing and 1 3/4 inch length for 25/32 sheathing. I. Corrosion -resistant staples with nominal 7/16 inch crown and 1 1/8 inch length for 1/2 inch sheathing and 1 1/2 Inch length for 25/32 sheathing. Panel supports at 16 inches (20 inches if strength axis in the long direction of the panel, unless otherwise marked). I Casing (1 1/2" x 0.080") or finish (1 1/2" x 0.072") nails spaced 6 inches on panel edges, 12 inches at intermediate supports. k. Panel supports at 24 inches. Casing or finish nails spaced 6 inches on panel edges, 12 inches at intermediate supports. I. For roof sheathing applications, 8d nails (2 1/2" x 0.113") are the minimum required for wood structural panels. m. Staples shall have a minimum crown width of 7/16 inch. n. For roof sheathing applications, fasteners spaced 4 inches on center at edges, 8 inches at intermediate supports. o. Fasteners spaced 4 inches on center at edges, 8 inches at intermediate supports for subfloor and wall sheathing and 3 inches on center at edges, 6 Inches at intermediate supports of roof sheathing. p. Fasteners spaced 4 inches on center at edges, 8 inches at intermediate supports. TYPICAL FASTENING SCHEDULE 10 NO SCALE (_SD2 CURB PER ARCH. 6" MAX SLAB STEP SEE PLAN CONTROL TOOL JOINT 1/8" MIN (2) #4 WIDTH 1/4" MAXIZ CONTINUOUS 1" DEEP MIN SLAB EDGE • IME 1 - III IIIA III (1) #4 CONT. \#3 AT 12" O.C. I I o 1'-0" I SEE NOTE 3 PROVIDE 3/4" CHAMFER WHERE WALL ABOVE DIMENSIONS PER DOES NOT OCCUR, TYP ARCH MECH. PAD #4 CONT DIMENSIONS PER ARCH OR CURB \ TYP #4x4'-0" 1'-0" - AT V-6" O.C. SEE NOTE 3 'NATURAL GRADE JO �. #3 12" O.C. 1,-O"III III I I I \ 2x4x2'-0 KEY TYP. SLAB#3 AT V-6" O.C. AT 3'-0" O.C. CONSTRUCTION REINFORCING JOINT PER PLAN 1'-0" NOTES: 1. PREPARE SUBGRADE PER SOILS REPORT IF APPLICABLE. 2. SEE PLAN FOR RECOMMENDED SLAB REINFORCING. 3. MAY REDUCE DIMENSION TO 6" IF WALL ABOVE DOES NOT OCCUR. 4. GENERAL CONTRACTOR SHALL PROVIDE CONTROL AND CONSTRUCTION JOINT LAYOUT PLAN FOR ENGINEER'S REVIEW PRIOR TO CONCRETE PLACEMENT. TYPICAL SLAB -ON -GRADE DETAILS F9 NO SCALE SD2 3" CL 3" 3" C FTG TYPE PER PL -t THICKNESS R A �I B - FORCE WITH #4 i" 0. C. E. W. TYPICAL SPREAD FOOTING SCHEDULE C-8 NO SCALE REINFORCI� F EL wQ 0 J a C 9 Z (3f OUJ CL LL_ 3" MI SSTB PER PLAN, /SEE 2/SD1 FOR MORE INFO 16" MIN SD2 POST/MULTIPLE STUD GROUP PER PLAN P.T. DF SILL AND A.B. PER 3/SD1 (6) 12d TOENAILS OR SLAB PER PLAN * T (6) 16d END NAILS I I r- 3" CLR, TYP 1 SPREAD FOOTING PER 0 PLAN WHERE OCCURS CONTINUOUS FOOTING PER 11/SD1 WHERE OCCURS TYPICAL POST AT WALL DETAIL NO SCALE PROVIDE 6" MIN WIDTH STEM BEYOND I PER 4/SD2 WITH #4 TOP HOOKED AT EACH END AND #4 VERT 12" O.C., 1/2" LIP AT GARAGE (3) MIN PER WALL SEGMENT DOOR OPENING WHERE REQUIRED 1/2" ISOLATION JOINT 1/2" ISOLATION PAVEMENT AND S_- LOPE j JOINT BEYOND SUBGRADE BY OTHERS ONCRETE SLAB -ON -GRADE PER PLAN NATURGRADE A INE- - 12" MIN 11/2" _ (2) LAYERS OF CLR BUILDING PAPER 3" CLR (2) #4 TOP AND BOTT, CONT THIS LINE 12" TYP GARAGE DOOR OPENING FNDN DTL NO SCALE SHEAR PER PLAN WHERE OCCURS- ,WALL FRAMING PER PLAN /PT DF SILL AND AB PER 3/SD1 1/2" ISOLATION JOINT EN CONCRETE SLAB -ON -GRADE 6" MIN PER PLAN " I) SLOPE GRADE 8MIN II • AWAY FROM FNDN °O o I #4 AT 24" OC VERT, #4 AT 18" OC HORIZ, WHERE 12" MIN STEM WALL HEIGHT > V-6" • - 8" #4 CONT TOP AND BOTT 3" CLR, TYP x`12" \SPREAD FOOTING PER PLAN WHERE OCCURS NOTE: INCREASE FOOTING AND STEM WIDTH AS REQ'D AT THICKENED EXTERIOR WALLS PER PLAN, WHERE OCCURS. TYPICAL THICKENED FOOTING AT SSTB 7 TYP EXTERIOR GARAGE WALL FNDN DETAIL 4 SD2 5 SD2 NO SCALE SD2 NO SCALE SD2 P.T. DF SILL AND A.B. PER 3/SD1 \ SLAB PER PLAN\ ALL FRAMING PER PLAN I I i'- D" A(2) #4 T&B TYPICAL INTERIOR FOUNDATION DETAIL 31 NO SCALE CONCI SLAB - PER F .ATION JOINT CRETE B -ON -GRADE PLAN \SPREAD FOOLING PER PLAN WHERE OCCURS NOTE: SEE DETAIL 1 /SD2 FOR ADDITIONAL INFORMATION. TYPICAL FOUNDATION DETAIL NO SCALE -WALL FRAMING PER PLAN �D2 i SD2 PT DF SILL AND AB PER 3/SD1 SHEAR PER PLAN WHERE OCCURS CONCRETE ' SLAB -ON -GRADE EN PER PLAN ROUGHEN SURFACE 1/4" AMPLITUDE • ' I I 1 \� _�k z 1/2- 8" MIN #4 SLAB 11ES/ CLR MIN, AT 4'-0" OC o 0 o II TYP SLOPE FINISHED O - GRADE AWAY 4 AT 24 OC VERT 4 _ ° # �# - " i I FROM FOUNDATION AT 18 OC HORIZ, WHERE 7 STEM WALL HEIGHT > 1'-6" V. MIN #4 CONT TOP AND BOTT -- 12" MIN 8" 3" CLR, TYP 112"--�- SPREAD FOOTING PER PLAN WHERE OCCURS NOTE: SEE DETAIL 7/SD2 FOR ADDITIONAL INFORMA110N. TYPICAL SLAB FOUNDATION DETAIL 1 NO SCALE QWISS/ON9 K. c'No. 75688`' * . 6/ 0/16 gTFOF CAOF 8/05/16 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE ONLY WITH THE ATTACHED STRUCTURAL CALCULATIONS 383 Rio Lindo Ave. Suite 200 Chico, CA 95926 P. 530.592.4407 SummitChico.com W U U 0 1 O _U d' Z <(�D0 � Nz z0 Q 1 0 U wm z:D DV) � z �0 �- U 0 V) F Q LL LU U REVISIONS: DATE: 8/05/16 SCALE: NTS DRAWN BY: RKB JOB NUMBER: 16-237 SHEET: SD2 FOOTING SCHEDULE FOOTING TYPE DIMENSION A DIMENSION B, U.N.O. THICKNESS, U.N.O. F1.5 1'-6" 1'-6" 12" F2 2'-0" 2'-0" 12" F2.5 2'-6" 2'-6" 12" F33,-0 to1 30-099 12" TYPICAL SPREAD FOOTING SCHEDULE C-8 NO SCALE REINFORCI� F EL wQ 0 J a C 9 Z (3f OUJ CL LL_ 3" MI SSTB PER PLAN, /SEE 2/SD1 FOR MORE INFO 16" MIN SD2 POST/MULTIPLE STUD GROUP PER PLAN P.T. DF SILL AND A.B. PER 3/SD1 (6) 12d TOENAILS OR SLAB PER PLAN * T (6) 16d END NAILS I I r- 3" CLR, TYP 1 SPREAD FOOTING PER 0 PLAN WHERE OCCURS CONTINUOUS FOOTING PER 11/SD1 WHERE OCCURS TYPICAL POST AT WALL DETAIL NO SCALE PROVIDE 6" MIN WIDTH STEM BEYOND I PER 4/SD2 WITH #4 TOP HOOKED AT EACH END AND #4 VERT 12" O.C., 1/2" LIP AT GARAGE (3) MIN PER WALL SEGMENT DOOR OPENING WHERE REQUIRED 1/2" ISOLATION JOINT 1/2" ISOLATION PAVEMENT AND S_- LOPE j JOINT BEYOND SUBGRADE BY OTHERS ONCRETE SLAB -ON -GRADE PER PLAN NATURGRADE A INE- - 12" MIN 11/2" _ (2) LAYERS OF CLR BUILDING PAPER 3" CLR (2) #4 TOP AND BOTT, CONT THIS LINE 12" TYP GARAGE DOOR OPENING FNDN DTL NO SCALE SHEAR PER PLAN WHERE OCCURS- ,WALL FRAMING PER PLAN /PT DF SILL AND AB PER 3/SD1 1/2" ISOLATION JOINT EN CONCRETE SLAB -ON -GRADE 6" MIN PER PLAN " I) SLOPE GRADE 8MIN II • AWAY FROM FNDN °O o I #4 AT 24" OC VERT, #4 AT 18" OC HORIZ, WHERE 12" MIN STEM WALL HEIGHT > V-6" • - 8" #4 CONT TOP AND BOTT 3" CLR, TYP x`12" \SPREAD FOOTING PER PLAN WHERE OCCURS NOTE: INCREASE FOOTING AND STEM WIDTH AS REQ'D AT THICKENED EXTERIOR WALLS PER PLAN, WHERE OCCURS. TYPICAL THICKENED FOOTING AT SSTB 7 TYP EXTERIOR GARAGE WALL FNDN DETAIL 4 SD2 5 SD2 NO SCALE SD2 NO SCALE SD2 P.T. DF SILL AND A.B. PER 3/SD1 \ SLAB PER PLAN\ ALL FRAMING PER PLAN I I i'- D" A(2) #4 T&B TYPICAL INTERIOR FOUNDATION DETAIL 31 NO SCALE CONCI SLAB - PER F .ATION JOINT CRETE B -ON -GRADE PLAN \SPREAD FOOLING PER PLAN WHERE OCCURS NOTE: SEE DETAIL 1 /SD2 FOR ADDITIONAL INFORMATION. TYPICAL FOUNDATION DETAIL NO SCALE -WALL FRAMING PER PLAN �D2 i SD2 PT DF SILL AND AB PER 3/SD1 SHEAR PER PLAN WHERE OCCURS CONCRETE ' SLAB -ON -GRADE EN PER PLAN ROUGHEN SURFACE 1/4" AMPLITUDE • ' I I 1 \� _�k z 1/2- 8" MIN #4 SLAB 11ES/ CLR MIN, AT 4'-0" OC o 0 o II TYP SLOPE FINISHED O - GRADE AWAY 4 AT 24 OC VERT 4 _ ° # �# - " i I FROM FOUNDATION AT 18 OC HORIZ, WHERE 7 STEM WALL HEIGHT > 1'-6" V. MIN #4 CONT TOP AND BOTT -- 12" MIN 8" 3" CLR, TYP 112"--�- SPREAD FOOTING PER PLAN WHERE OCCURS NOTE: SEE DETAIL 7/SD2 FOR ADDITIONAL INFORMA110N. TYPICAL SLAB FOUNDATION DETAIL 1 NO SCALE QWISS/ON9 K. c'No. 75688`' * . 6/ 0/16 gTFOF CAOF 8/05/16 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE ONLY WITH THE ATTACHED STRUCTURAL CALCULATIONS 383 Rio Lindo Ave. Suite 200 Chico, CA 95926 P. 530.592.4407 SummitChico.com W U U 0 1 O _U d' Z <(�D0 � Nz z0 Q 1 0 U wm z:D DV) � z �0 �- U 0 V) F Q LL LU U REVISIONS: DATE: 8/05/16 SCALE: NTS DRAWN BY: RKB JOB NUMBER: 16-237 SHEET: SD2 STRAP AND STRAP AND MID LENGTH BLK'G NAILING PER NAILING PER PER SCHEDULE SCHEDULE SCHEDULE MID LENGTH BLK'G PER SCHEDULE, TYP LAP LENGTH BLK'G PER SCHEDULE 1 5/8" MIN. JOIST OR �1 5 8" MIN. LAP LENGTH END DISTANCE TRUSS PER END DISTANCE BLK'G PER PLAN, TYP SCHEDULE LAP LENGTH END/LAP PER SCHEDULE LENGTH PER JOIST OR SCHEDULE TRUSS PER PLAN, TYP - 1 5/8" MIN. 16d AT END DISTANCE 12" O.C.-"'�1 5/8" MIN. END DISTANCE STRAP AND NAILING PER MID LENGTH BLK'G MID LENGTH BLK'G SCHEDULE PER SCHEDULE, TYP PER SCHEDULE. INCREASE BLOCK WIDTH AS REQ'D STRAP PERPENDICULAR STRAP PARALLEL TO MSD TO JOIST OR TRUSS JOIST OR TRUSS NO SCALE STRAP AND NAILING PER SCHEDULE SECOND STRAP AT LAP PLY AND NAILING PER PLAN EN WHERE OCCURS Trr 16d AT 12" O.C!� BLK'G PER SCHEDULE JOIST OR TRUSS PER PLAN STRAP PARALLEL TO JOIST OR TRUSS STRAP AND NAILING PER SCH PLY AND NAILING PER PLA D STRAP AT LAP OCCURS OR TRUSS PER PLAN 'BLK'G PER SCHEDULE STRAP PERPENDICULAR TO JOIST OR TRUSS TYPICAL DRAG STRAP DETAILS NO SCALE 11 SD3 TYPICAL DRAG STRAP SCHEDULE DRAG STRAP END/LAP END LENGTH END LAP LENGTH LAP MID LENGTH MID LENGTH MARK REQ'D LENGTH NAIL LENGTH BLOCK NAIL LENGTH BLOCK NAILING BLOCK QUANTITY QUANTITY D CMSTCI 6 1'-8" (25) 16d 4X6 (50) 16d 4X8 8d, 4 1 /2" O.C. IAT 2X4 SINKER FLAT SINKER FLAT EACH STRAP FLAT NOTE: PROVIDE LAP NAILING OVER THE SPECIFIED LAP LENGTH AT EACH END OF EACH PIECE OF CONTINUOUS STRAP. CONTINUOUS STRAP AS REQ'D PER PLAN END MID LAP MID END LENG114 LENGTH LENGTH LENGTH T, LENGTH 12 11 SD3 SD3 2X SOLID BLOCKING - SHEATHING PER SWS TYPE "6", TYP ENTIRE WALL /WATERPROOFING AND DRAINAGE BY OTHERS E.N. —E.N. PLY AT BLOCKS \�2X BLOCK AT BALLOON STUDS 48" O.C. TYP. AT 12" O.C. U.N.O. CONT. 2X6 SLOPED AT RAFTER PLANE WITH (3) 16d PER WALL STUD, 16" O.C. MAX NOTE: STRAP ACROSS LEDGER DISCONTINUITIES WITH ST6224 STRAP. TYPICAL ROOF FRAMING DETAIL 9 NO SCALE HIP/VALLEY PER PLAN 16d AT 8" O.C;- STRONG-BACK BRACE PLAN SECTION A CJ PER PLAN, ++ SD3 ROOF PLY AND NAILING PER PLAN 1+� ++I A f 6, MIN. 2 ,(5) 16d, TYP "A35 WALL / BEAM PER PLAN V'FY STUD DIRECTLY AT BRACE, TYP. TYPICAL HIP/VALLEY BRACE DETAIL 8 NO SCALE SD3 (5) 16d NAILS + r=M- STRONG -BACK BRACE PLAN SECTION A (5) 16d NAILS A35 CLIP, TYP AMID MID � " END NAILING LAP NAILING NAILING NAILING NAILING TYPICAL DRAG STRAP SCHEDULE 10 TYPICAL ROOF BRACE DETAIL NO SCALE SD3 NO SCALE PLY AND NAILING PER PLAN SHIP OR VALLEY PER PLAN A -16d AT 8" O.C. SOLID BLOCK EACH SIDE OF BRACE `CJ PER PLAN OR WALL PER PLAN SD3 2X SOLID BLOCK WITH NAILING TO MATCH SOLE ROOF PLY AND NAILING PER SHEAR WALL SCHED. NAILING PER PLAN E.N., TYP 1'-0" MAX 2'-0" _ E.N. (3) 16d TOENAILS STRONG -BACK BRACE FASCIA/SOFFIT • BY OTHERS E.N. 2X4 DF#2 FLAT 2X BLOCK AT 48" O.C. WITH OUTLOOKER AT 24" PLAN SECTION O.0NOTCH RAFTER (4) 16d TOENAILS EACH END RAFTER A TO SEAT OUTLOOKER TOP PLATE PER 6/SD1 Z1 PLAN, TYP PLYWOOD AND NAILING 1 RIDGE TO MATCH WALL PER PLANOTCH PLY E.N. AROUND NOUTLOOK RS WALL FRAMING PER PLAN RAFTER PER PLAN ROF OSHEATHING PR P 2X4 DF#2 RAFTER TIE AT 2X6 BRACE AT 4'-0" EVERY RAFTER TO RAFTER (3) 16d 4 O.C. WITH 16d CONN., 2'-0" O.C. MAX. �" ( ) (5) 16d NAILS AT _ NAILS EACH END 1/4- CLR TYP EA. 2X TO RAFTER • _ _ • CONN. TYP. • PROVIDE GAP BETWEEN PANELS • - AS REQ'D. BY MFR., 1/8" MIN. A E.N., NP SCJ PER PLAN OR 2X DBL TOP PLATE GBC CLIP E.S. BLOCK AT 24" O.C. PER 6/SD1 OF EA BRACE RIDGE BRACE 16d AT 8" O.C. PLYWOOD AND WALL FRAMING PER PLAN NAILING PER PLAN=- PER PLAN TYPICAL RIDGE DETAIL 6 TYPICAL GABLE END DETAIL 3 NO SCALE LSD3 NO SCALE SD3 ROOF SHEATHING AND NAILING PER PLAN DRAG STRAP AND BLOCK PER PLAN WHERE OCCURS E.N. E.N. • SOLID BLOCK WITH NAILING TO MATCH SOLE NAILING PER SHEAR WALL SCHED. CONT. RAFTER 1 DRAG TRUSS PER PLAN, TYP 1 ALWAYS PROVIDE OPPOSING BRACES ADD 2X4 FLAT TO BRACES j BRACE PER 4/SD3, TYP LONGER THAN 6'-0" WITH 16d AT 12" O.C. 2X6 BRACE AT 4'-0" WITH A34 E.S. (4) 16d NAILS EACH END CLIP & SPACING CJ PER PLAN, TYP BM. PER PLAN PER SHEAR WALL SCHEDULE HGR PER SCHED. 2X BLOCKING AT 4'-0" O.C., E.N. T&B, (3) 12d T.N. EA. END \CJ PER PLAN OR \HGR PER SCHED. AT CJ TYP (3) 16d T.N. EA BLOCK BLOCK AT 32" O.C., SHEAR PER PLAN - TYP WALL FRAMING PER PLAN TYPICAL BRACING DETAIL s SHEAR WALL DETAIL 2 NO SCALE SD3 NO SCALE SD3 VERTICAL BRACE WHERE OCCURS 2X RAFTER ROOF PLYWOOD PER PLAN PER PLAN RAFTER PER PLAN (5) 16d NAILS TYP. �I • ROOF PLY AND 2X CONT. NAILING PER PLAN IN W/ I PROVIDE 2X4 RAFTER PURL (U) IN NAILS TIES WITH (6) 16d EA. AT EA. BRACE END AT EA. RAFTER ALWAYS PROVIDE j MIN, 2X6 BRACE AT SPACING WHERE RAFTERS RUN ° ° /BLOCK AND E.N. AT "I" PER PLAN, 4'-0" O.C. MAX. PERPENDICULAR TO CJ'S JOISTS, WHERE OCCURS OPPOSING BRACES 2 MIN., TYP 1 (6) 16d AT EA 2X CJ/TIE \ __--E.N., TYP j TO RAFTER CONNECTION \ 2X BLOCK 2X CLG. JOIST PER PLANj CEILING JOIST PER RBC CLIP PER FASCIA BY • PLAN WHERE OCCURS. SHEAR WALL SCHEDULE, OTHERS (5) 16d NAILS PROVIDE SOLID WEB OTHERWISE 4'-0" O.C., TYP. E.N., H2.5T EA. RAFTER BACKING AT EACH TYP 2X STUDS AT 16" O.C. OR A35 CLIP SIDE OF "I" JOISTS TOP PLATE PER 6 SD1 CEILING BEAM AS OCCUR PER MFR. AT ENTIRE / —SHEAR PER PLAN RAFTER OVERLAP WALL FRAMING PER PLAN NOTE: PURLIN SIZE SHALL MATCH RAFTER SIZE TYPICAL ROOF PURLIN DETAIL 4 TYPICAL EAVE DETAIL 1 NO SCALE SD3 NO SCALE SD3 Q�OFESS/pN� K.CD P F rNo. 75688' * 6/ 0/16 q�FOF CALIF 0� 8/05/16 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE ONLY WITH THE ATTACHED STRUCTURAL CALCULATIONS 383 Rio Lindo Ave. Suite 200 Chico, CA 95926 P. 530.592.4407 SummitChico.com W U U 0 ` 0 U Q (-.O U 00 � Nz z0 Q L'r) U wm Z CL �z0 �-- _U c0 G Q Q w U CL REVISIONS: DATE: 8/05/16 SCALE: NTS DRAWN BY: RKB JOB NUMBER: 16-237 SHEET: SD3 TITLE 24 MANDATOR)` MEASURFS r,7 - BU I LD I NC ENVELOPE MEASURES I. DOORS AND WINDOWS BETWEEN CONDITIONED AND UNCONDITIONED SPACES SHALL BE MANUFACTURED TO LIMIT AIR LEAKAGE. 2. FENESTRATION PRODUCTS (EXCEPT FIELD -FABRICATED WINDOWS) SHALL HAVE A LABEL LISTING THE CERTIFIED U -FACTOR, CERTIFIED SOLAR HEAT GAIN COEFFICIENT (SHOG), AND INFILTRATION THAT MEETS THE REQUIREMENTS OF §10-I11(o). 3. EXTERIOR DOORS AND WINDOWS SHALL BE WEATHER-STRIPPED; ALL JOINTS AND PENETRATIONS CAULKED AND SEALED. 4. INSULATION SPECIFIED OR INSTALLED SHALL MEET STANDARDS FOR IN5ULATINO MATERIAL. INDICATE TYPE AND INCLUDE ON GF -6R FORM. 5. THE THERMAL EMITTANGE AND SOLAR REFLECTANCE VALUES OF THE COOL ROOFING MATERIAL MEETS THE REQUIREMENTS OF §110.8(1) WHEN THE INSTALLATION OF A COOL ROOF 15 SPECIFIED ON THE GF -IR FORM 6. A RADIANT BARRIER SHALL HAVE AN EMITTANGE OF 0.05 OR LESS WHEN THE INSTALLATION OF A RADIANT BARRIER 15 SPECIFIED ON THE GFIR. 7. LOOSE FILL INSULATION SHALL CONFORM WITH MANUFACTURER'S INSTALLED DESIGN LABELED R -VALUE FI REPLACES, DEOORATI VE 5A5 ADPL I ANOE5 AND GAS LOC MEASURES I. MASONRY OR FACTORY -BUILT FIREPLACES SHALL HAVE A CLOSABLE METAL OR OLA55 DOOR COVERING THE ENTIRE OPENING OF THE FIREBOX. 2. MASONRY OR FACTORY -BUILT FIREPLACES SHALL HAVE A COMBUSTION OUTSIDE AIR INTAKE, WHICH 15 AT LEAST 51X 5OUARE INCHES IN AREA AND 15 EQUIPPED WA READILY ACCESSIBLE OPERABLE, AND TIGHT -FITTING DAMPER AND OR A GOMBU5TION-AIR CONTROL DEVICE. 3. MASONRY OR FACTORY -BUILT FIREPLACES HAVE A FLUE DAMPER WITH A READILY AGGESSIBLE CONTROL. 4. CONTINUOUS BURNING PILOT LlOH75 AND THE USE OF INDOOR AIR FOR COOLING A FIREBOX JACKET, WHEN THAT INDOOR AIR IS VENTED TO THE OUTSIDE OF THE BUILDING, ARE PROHIBITED. SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES I. HVAG EQUIPMENT, WATER HEATERS, 5HOWERHEAD5, FAUCETS AND ALL OTHER REGULATED APPLIANCES SHALL BE CERTIFIED BY THE ENERGY COMMISSION. 2. WATER HEATER RECIRCULATION LOOPS SERVING MULTIPLE UNITS MEET THE AIR RELEASE VALVE, BACKFLOW PREVENTION, PUMP ISOLATION VALVE, AND RECIRCULATION LOOP CONNECTION REQUIREMENTS. 3. CONTINUOUSLY BURNING PILOT LIGHTS ARE PROHIBITED FOR NATURAL OAS: FAN -TYPE CENTRAL FURNACES, HOUSEHOLD GOOKINO APPLIANCES (APPLIANCES k4/OUT AN ELECTRICAL SUPPLY VOLTAGE CONNECTION w/ PILOT LIOHT5 THAT CONSUME LE55 THAN 150 Btu/hr ARE EXEMPT), AND POOL AND SPA HEATERS. 4. HEATING AND/OR GOOLI NO LOADS SHALL BE CALCULATED IN ACCORDANCE w/ ASHRAE, SMAGNA OR ALGA. 5. INSTALLED AIR CONDITIONER AND HEAT PUMP OUTDOOR CONDENSING UNITS SHALL HAVE A CLEARANCE OF AT LEAST V FROM THE OUTLET OF ANY DRYER VENT. 6. HEATING 5Y5TEM5 SHALL BE EQUIPPED w/ THERMOSTATS THAT MEET THE SETBACK REOUIREMENT5 OF SECTION 110.2(0). 7. 5TORAOE OAS WATER HEATERS RATED w/ AN ENERGY FACTOR NO GREATER THAN THE FEDERAL MINIMAL STANDARD SHALL BE EXTERNALLY WRAPPED W/ INSULATION HAVING AN INSTALLED THERMAL RESISTANCE OF R-12 OR GREATER. 8. UNFIRED HOT WATER TANKS, 5UGH AS STORAGE TANKS AND BACKUP STORAGE TANK5 FOR SOLAR WATER -HEATING SYSTEMS, HAVE R-12 EXTERNAL INSULATION OR R-16 INTERNAL INSULATION R -VALUE 15 INDICATED ON THE EXTERIOR OF THE TANK. cl. FIRST 5 FT. OF HOT AND GOLD WATER PIPES OL05EST TO WATER HEATER TANK, ALL PIPING WITH A NOMINAL DIAMETER OF 4" OR LARGER, ALL PIPING ASSOCIATED w/ A DOMESTIC HOT WATER RECIRCULATION SYSTEM REGARDLESS OF THE PIPE DIAMETER, PIPING FROM THE HEATING SOURCE TO STORAGE TANKS, PIPING BURIED BELOW GRADE, AND ALL HOT WATER PIPES FROM, THE HEATING SOURCE TO KITCHEN FIXTURES MUST BE INSULATED AGGORDING TO THE REQUIREMENTS TABLE 120.3-A. 10. ALL DOMESTIC HOT WATER PIPES THAT ARE BURIED BELOW GRADE MUST BE INSTALLED IN A WATER PROOF AND NON -CRUSHABLE CASING OR SLEEVE THAT ALLOWS FOR INSTALLATION, REMOVAL, AND REPLACEMENT OF THE ENCLOSED PIPE AND INSULATION. 11. PIPE FOR GOOLINO SYSTEM LINES SHALL BE INSULATED AS SPECIFIED IN §150.0(J)2A. PIPING INSULATION FOR STEAM AND HYDRONIG HEATING SYSTEMS OR HOT WATER SYSTEMS WITH PRESSURE >15 pslg SHALL MEET THE REQUIREMENTS IN TABLE 120.3-A. 12. INSULATION SHALL BE PROTECTED FROM DAMAGE, INGLUDINO THAT DUE TO 5UNLIOHT, MOISTURE, EQUIPMENT MAINTENANCE, AND WIND. 13. INSULATION EXPOSED TO WEATHER SHALL EITHER BE RATED FOR OUTDOOR USE OR INSTALLED WITH A COVER SUITABLE FOR OUTDOOR SERVICE. 14. INSULATION FOR CHILLED WATER PIPING AND REFRIGERANT 5UGTION LINES SHALL INCLUDE A VAPOR RETARDANT OR BE ENCLOSED ENTIRELY IN CONDITIONED SPACE. 15. SYSTEMS U51NO GAS OR PROPANE WATER HEATERS TO SERVE INDIVIDUAL DWELLING UNITS SHALL INCLUDE: A 120V ELECTRICAL RECEPTACLE WITHIN 3' OF THE WATER HEATER; A GATEOORY III OR IV VENT, OR A TYPE B VENT WITH A STRAIGHT PIPE BETWEEN THE OUTSIDE TERMINATION AND THE SPACE WHERE THE WATER HEATER IS INSTALLED; A CONDENSATE DRAIN THAT IS NOT MORE THAT 2" HIGHER THAT THE BASE OF THE INSTALLED WATER HEATER, AND ALLOWS NATURAL DRAINING WITHOUT PUMP ASSISTANCE; AND A OAS SUPPLY LINE WITH A CAPACITY OF AT LEAST 200,000 BTU/HR. 16. RECIRCULATING LOOPS SERVING MULTIPLE DWELLING UNITS SHALL MEET THE REQUIREMENTS OF §110.3(c)5 17. 50LAR WATER -HEATING SY57EM5 AND COLLECTORS SHALL BE CERTIFIED AND RATED BY THE SOLAR RATINGS AND CERTIFICATION CORPORATION OR BY A TESTING AGENCY APPROVED BY THE EXECUTIVE DIRECTOR. MOTS AND FAN MEASURES: I. ALL AIR -DISTRIBUTION SYSTEM DUGT5 AND PLENUMS INSTALLED, ARE 5EALED AND INSULATED TO MEET THE REQUIREMENTS OF GMG SECTIONS 601, 602, 603, 604, 605 AND ANSI/5MAGNA-006-2006 HVAC DUCT CONSTRUCTION STANDARDS METAL AND FLEXIBLE 3rd ADDITION. SUPPLY -AIR AND RETURN -AIR DUCTS AND PLENUMS ARE INSULATED TO A MINIMUM INSTALLED LEVEL OF R-6.0 OR ENCLOSED ENTIRELY IN CONDITIONED SPACE AS CONFIRMED THROUGH FIELD VERIFICATION AND DIASN05TIG TESTING. CONNECTIONS OF METALS DUGT5 AND INNER GORE OF FLEXIBLE DUGT5 ARE MECHANICALLY FASTENED. OPENINGS SHALL BE SEALED w/ MASTIC, TAPE OR OTHER DUCT -CLOSURE SYSTEM THAT MEETS THE APPLICABLE REQUIREMENTS OF UL -181, UL 01A, OR UL 1815 OR AEROSOL SEALANT THAT MEETS THE REQUIREMENTS OF UL 723. IF MASTIC OR TAPE 15 USED TO SEAL OPENINGS GREATER THAN V4 INCH, THE COMBINATION OF MASTIC AND EITHER MESH OR TAPE SHALL BE USED. 2. BUILDING CAVITIES, SUPPORT PLATFORMS FOR AIR HANDLERS, AND PLENUMS DEFINED OR GONSTRUGTED w/ MATERIALS OTHER THAN SEALED SHEET METAL, DUCT BOARD OR FLEXIBLE DUCT SHALL NOT BE USED FOR CONVEYING CONDITIONED AIR. BUILDING CAVITIES AND SUPPORT PLATFORMS MAY CONTAIN DUCTS. DUGT5 INSTALLED IN CAVITIES AND SUPPORT PLATFORMS SHALL NOT BE COMPRESSED TO CAUSE REDUCTIONS IN THE GROSS -SECTIONAL AREA OF THE DUCTS. 3. FACTOR FABRICATED DUGT SYSTEMS SHALL COMPLY w/ SPECIFIED FOR DUCT CONSTRUCTION, AND GLO5URES; JOINTS AND 5EAM5 OF DUCT 5Y5TEM5 AND THEIR COMPONENTS SHALL NOT BE SEALED w/ CLOTH BACK RUBBER ADHESIVE DUCT TAPES UNLESS SUCH TAPE 15 USED IN COMBINATION w/ MASTIC AND DRAW BONDS. 4. FIELD FABRICATED DUCT SYSTEMS SHALL COMPLY w/ REQUIREMENTS FOR DUGT CONSTRUCTION, CONNECTIONS, AND CLOSURES, AND OTHER REOUIREMENTS SPECIFIED FOR DUCT CONSTRUCTION DUCT INSULATION R -VALUE RATING; DUCT INSULATION THICKNESS; AND DUCT LABELING. 5. ALL FAN SYSTEMS THAT EXCHANGE AIR BETWEEN ORIGINAL CONDITIONED SPACE AND THE OUTSIDE SHALL HAVE BACK DRAFT OR AUTOMATIC DAMPERS. 6. GRAVITY VENTILATING SYSTEMS SERVING GaND1710NED SPACE SHALL HAVE EITHER AUTOMATIC OR READILY ACCESSIBLE, MANUALLY OPERATED DAMPERS EXCEPT COMBUSTION INLET AND OUTLET AIR OPENINGS AND ELEVATOR SHAF T VENTS. 7. INSULATION SHALL BE PROTECTED FROM DAMAGE, INCLUDING THAT DUE TO SUNLIGHT, MOISTURE, EQUIPMENT MAINTENANCE, AND WIND, BUT NOT LIMITED TO THE FOLLOWING; INSULATION EXPOSED TO WEATHER SHALL BE SUITABLE FOR OUTDOOR SERVICE. CELLULAR FOAM INSULATION SHALL BE PROTECTED AS ABOVE OR PAINTED WITH A COATING THAT IS WATER RETARDANT AND PROVIDES FROM SHIELDING L F M S OLAR RADIATION THAT CAN GAUSS DEGRADATION OF THE MATERIAL. 8. FLEXIBLE DUGT5 CANNOT HAVE POROUS INNER GORES. cl. WHEN SPACE GONDITIO INO SYSTEMS USE FORCED AIR SYSTEMS TO SUPPLY CONDITIONED AIR TO AN OGGUPIAB E SPACE THE DUCT5 SHALL BE E ALED AND DUCT LEAKAGE TESTED, AS CONFIRMED R TH OUCH FIELD VERIFICATION AND DIAGNOSTIC TESTING IN ACCORDANCE WITH REFERENCE RESIDENTIAL APPENDIX RA3. 10. MECHANICAL SYSTEMS THAT SUPPLY AIR TO AN OCCUPIABLE SPACE THROUGH DUGTWORK EXCEEDING 10' IN LENGTH AND THROUGH A THERMAL CONDITIONING COMPONENT, EXCEPT EVAPORATIVE COOLERS, SHALL BE PROVIDED w/ AIR FILTERS DEVIGE5 THAT MEET THE REOUIREMENT5 OF §150.0(m)12. 11. SPACE CONDITIONING SYSTEMS THAT UTILIZE FORGED AIR DUCTS TO SUPPLY COOLING TO AN OCCUPIABLE SPACE SHALL HAVE A HOLE FOR THE PLACEMENT OF A STATIC PRE55URE PROBE (HSPP), OR A PERMANENTLY INSTALLED STATIC PRESSURE PROBE (PSPP) IN THE SUPPLY PLENUM. THE SPACE CONDITIONING SYSTEM MUST ALSO DEMONSTRATE AIRFLOW :5 0.58 W/CFM AS CONFIRMED BY FIELD VERIFICATION AND DIAON05TIC TE5TINO, IN ACCORDANCE w/ REFERENCE RESIDENTIAL APPENDIX RA3. 12. ZONALLY CONTROLLED CENTRAL FORGED AIR COOLING SYSTEMS SHALL BE CAPABLE OF SIMULTANEOUSLY VELIVERINO, IN EVERY ZONAL CONTROL MODE, AND AIRFLOW FROM THE DWELLING, THROUGH AIR HANDLER FAN AND DELIVERED TO THE DWELLINO, OF :5 350 CFM PER TON OF NOMINAL COOLING CAPACITY, AND OPERATING AT AN AIR -HANDLING UNIT FAN EFFIGAGY OF 50.58 1^/CFM AS CONFIRMED BY FIELD VERIFICATION AND DIAON05TIG TESTING, IN ACCORDANCE WITH REFERENCE APPENDIX RA3. 13. ALL DWELLINO UNITS SHALL MEET THE REQUIREMENTS OF ASHRAE STANDARD 62.2. NEITHER WINDOW OPERATION NOR CONTINUOUS OPERATION OF CENTRAL FORGED AIR SYSTEM AIR HANDLERS USED IN CENTRAL FAN INTEGRATED VENTILATION SYSTEMS ARE PERMISSIBLE METHOD OF PROVIDING THE WHOLE BUILDING VENTILATION. 14. WHOLE BUILDING VENTILATION AIRFLOW SHALL BE CONFIRMED THROUGH FIELD VERIFICATION AND DIAGNOSTIG TESTING, IN AGGORDANGE w/ REFERENCE RESIDENTIAL APPENDIX RA3.YAH RESIDENTIAL LICHTINC MEASURES: I. INSTALLED LUMINARIES SHALL BE CLASSIFIED AS HIGH-EFFIGAGY OR LOW-EFFIGAGY FOR COMPLIANCE WITH §I50.0(I) IN ACCORDANCE WITH TABLE 150.0-A OR TABLE 150.05, AS APPL I GABLE. 2. WHEN A HIGH EFFICACY AND LOW EFFICACY LIGHTING SYSTEM ARE COMBINED IN A 51NOLE LUMINAIRE, EACH SYSTEM SHALL SEPARATELY COMPLY WITH THE APPLICABLE PROVISIONS OF §150.00. 3. THE WATTAGE AND CLA55IF16ATION OF PERMANENTLY INSTALLED LUMINARIES IN RESIDENTIAL KITCHENS SHALL BE DETERMINED IN ACCORDANCE w/ §130.0(c). IN RESIDENTIAL KITCHENS, THE WATTAGE OF ELECTRICAL BOXES FINISHED w/ A BLANK COVER OR WHERE NO ELECTRICAL EQUIPMENT HAS BEEN INSTALLED, AND WHERE THE ELECTRICAL BOX CAN BE USED FOR A OR SURFACE MOUNTED CEILINO FAN SHALL BE CALCULATED AS 180 WATT5 OR LOW EFFIGAGY LIGHTING PER ELECTRICAL BOX. LUMINAIRE A L , 4. BALLASTS FOR FLUORESCENT LAMPS RATED 13 WATTS OR GREATER SHALL BE ELEGTONIG AND SHALL HAVE AN OUTPUT FREGUENCY NO LESS THAN 2O kHz 5. PERMANENTLY INSTALLED NIOHT LIOHTS AND NIGHT INTEGRAL TO INSTALLED LUMINAIRE OR EXHAUST FAN SHALL BE RATED TO CONSUME NO MORE THAN FIVE WAT75 OF POWER PER LUMINAIRE OR EXHAUST FAN A5 DETERMINED IN ACCORDANCE w/ §130.0(c). NIGHT LIOHT5 DO NOT NEED TO BE CONTROLLED BY VACANCY SENSORS. 6. LIGHTING INTEGRAL TO EXHAUST FANS, IN ROOMS OTHER THAN KITCHENS, SHALL MEET THE APPLICABLE REQUIREMENTS OF §150.0(1) 1. HIGH EFFICACY LUMINIAIRE5 MUST BE 51^1ITGHED SEPARATELY FROM LOW EFFICACY LUMINAIRES. 8. EXHAUST FAN5 SHALL BE 5WITGHED SEPARATELY FROM LIGHTING SYSTEMS. -51. LUMINAIRES SHALL BE 5WITGHED w/ READILY ACCESSIBLE CONTROLS THAT PERMIT THE LIMINAIRE5 TO BE MANUALLY 5WITGHED ON AND OFF. 10. NO CONTROL SHALL BYPASS A DIMMER OR VACANCY SENSOR FUNCTION IF THE CONTROL IN INSTALLED TO COMPLY w/ §150.0(1). 11. LIGHTING CONTROLS COMPLY w/ APPLICABLE REOUIREMENT5 OF §IIO.ci. 12. AN ENERGY MANAGEMENT CONTROL SYSTEM (EMGS) MAY BE USED TO COMPLY w/ DIMMER REQUIREMENTS IF; IT FUNCTIONS AS A VACANCY SENSOR. 13. A MULTI50ENE PROGRAMMABLE CONTROLLER MAY BE USED w/ DIMMER REQUIREMENTS IF IT PROVIDES THE FUNCTIONALITY OF A DIMMER. 14. A MINIMUM OF 50 PERCENT OF THE TOTAL RATED WATTAGE OF PERMANENTLY INSTALLED LIGHTING IN KI7GHEN5 SHALL BE HIGH EFFICACY. 15. KITCHEN LIGHTING INCLUDES ALL PERMANENTLY INSTALLED LlOH71NO IN THE KITCHEN EXCEPT INTERNAL LIGHTING IN CABINETS THAT ILLUMINATE ONLY THE INSIDE OF CABINETS. LlOH71NO IN AREAS ADJACENT TO THE KITCHEN, INGLUDINO BUT NOT LIMITED TO DINING AND NOOK AREAS, ARE GON5IDERED KITCHEN LIGHTING IF THEY ARE NOT SEPARATELY 5WITGHED FROM THE KITCHEN LIGHTING. 16. PERMANENTLY INSTALLED LIGHTING THAT 15 INTERNAL TO CABINETS SHALL USE NO MORE THAN 20 WATTS OF POWER PER LINEAR FOOT OF ILLUMINATED CABINET. 17. A MINIMUM OF ONE HIGH EFFICACY LUMINAIRE SHALL BE INSTALLED IN EACH BATHROOM; AND ALL OTHER LIGHTING INSTALLED IN EACH BATHROOM SHALL BE HIGH EFFICACY OR CONTROLLED BY VACANCY 5EN5OR. 18. PERMANENTLY INSTALLED LUMINAIRES IN ATTACHED AND DETACHED OARAOE5, LAUNDRY ROOMS, AND UTILITY ROOMS SHALL BE HIGH EFFICACY, AND CONTROLLED BY VACANCY SENSORS. Irl. PERMANENTLY INSTALLED LUMINAIRES LOCATED IN ROOMS OR AREAS OTHER THAN KITCHENS, BATHROOMS, GARAGES, LAUNDRY ROOMS, AND UTILITY ROOMS SHALL BE HIGH EFFIGAGY LUMINAIRES, OR CONTROLLED BY EITHER DIMMERS OR VACANCY SENSORS. 20. LUMINAIRE5 RECESSED INTO INSULATED CEILINGS SHALL BE L15TEP FOR ZERO CLEARANCE INSULATION CONTACT (IG) BY UNDERWRITTEN LABORATORIES OR OTHER NATIONALLY RECOGNIZED TESTING/RATING LABORATORY; AND HAVE A LABEL THAT CERTIFIES THE LUMINAIRE 15 AIRTIGHT WIT AIR LEAKAGE LE55 THEN 2.OGFM AT 75 PA50AL5 WHEN TESTED IN ACCORDANCE WITH ASTM E255; AND BE SEALED WITH A GASKET OR CAULK BETWEEN THE LUMINAIRE HOU51NO AND CEILING. FOR RECESSED COMPACT FLUORESCENT LUMINAIRE5 w/ BALLASTS TO QUALIFY A5 HIGH EFFICACY. 21. LUMINAIRES PROVIDING OUTDOOR LIGHTING, INCLUDING LlOH71NO FOR PRIVATE PATIOS IN LOW-RISE RESIDENTIAL BUILDINGS WITH FOUR OR MORE DWELLING UNITS, ENTRANCES, BALCONIES, AND PORCHES, WHICH ARE PERMANENTLY MOUNTED TO A RESIDENTIAL BUILDING OR TO OTHER BUILDINGS ON THE SAME LOT SHALL BE HIGH EFFICACY. EXCEPTION 1: PERMANENTLY INSTALLED OUTDOOR LOW EFFICACY LUMINAIRES SHALL BE ALLOWED PROVIDED THAT THEY ARE CONTROLLED BY A MANUAL-ON/OFF SWITCH, A MOTION SENSOR NOT HAVING AN OVERRIDE OR BYPASS 5WITGH THAT DISABLES THE MOTION SEN50R, AND ONE OF THE FOLLOWING CONTROLS: A FH07000NTROL NOT HAVING AN OVERRIDE OR BYPA55 51^1I7GH THAT D15ABLF-5 THE PH07000NTROL; OR AN ASTRONOMICAL TIME GLOGK NOT HAVING AN OVERRIDE OR BYPASS 5WITGH THAT DISABLES THE ASTRONOMICAL TIME CLOCK; OR AN ENERGY MANAGEMENT CONTROL SYSTEM (EMG5) NOT HAVING AN OVERRIDE OR BYPASS 5WI70H THAT ALLOWS THE LUMINAIRE TO BE ALWAY5 ON. EXCEPTION 2: OUTDOOR LUMINAIRES USED TO COMPLY WITH EXCEPTIONAL MAY BE CONTROLLED BY A TEMPORARY OVERRIDE 5WITGH WHICH BYPASSES THE MOTION 5EN51NO FUNCTION PROVIDED THAT THE MOTION SENSOR 15 AUTOMATICALLY REACTIVATED WITHIN 51X HOURS. 22. INTERNALLY ILLUMINATED ADDRESS 51ONS SHALL COMPLY WITH SECTION 140.8; OR SHALL CONSUME NO MORE THAN 5 WATTS OF POWER. 23. LIGHTING FOR PARKING LOTS AND CARPORTS WITH A TOTAL OF 8 OR MORE VEHICLES PER SITE SHALL COMPLY WITH THE APPLICABLE REQUIREMENTS IN SECTIONS 130, 132, 134, AND 147. LIGHTING FOR PARKING OARAOE5 FOR 8 OR MORE VEHIGLE5 SHALL COMPLY WITH THE APPLICABLE REQUIREMENTS OF 5EGTION5 130, 131, 134, AND 146. 24. PERMANENTLY INSTALLED LIGHTING IN THE ENCLOSED, NON DWELLING 5PAGE5 OF LOW-RISE RESIDENTIAL BUILDING WITH 4 OR MORE DWELLING UNITS SHALL BE HIGH EFFICACY LUMINAIRES. EXCEPTION: PERMANENTLY INSTALLED LOW EFFICACY LUMINAIRES SHALL BE ALLOWED PROVIDED THAT THEY ARE CONTROLLED BY AN OCCUPANT 5ENSOR(5) CERTIFIED TO COMPLY WITH THE APPLICABLE REOUIREMENTS. SOLAR READY BUILDINGS: I. THE MAIN ELECTRICAL SERVICE PANEL SHALL HAVE A MINIMUM BU55AR RATING OF 200 AMPS. 2. THE MAIN ELECTRICAL SERVICE PANEL SHALL HAVE A RESERVED SPACE TO ALLOW FOR THE INSTALLATION OF A DOUBLE POLE CIRCUIT BREAKER FOR A FUTURE SOLAR ELECTRIC INSTALLATION. THE RESERVED SPACE SHALL BE: POSITIONED AT THE OPPOSITE (LOAD) END FROM THE INPUT FEEDER LOCATION OR MAIN CIRCUIT LOCATION, PERMANENTLY MARKED AS "FOR FUTURE SOLAR ELEGTRIG". 2013 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. 4.106.4.1- Electric Vehicle (EV) charging - For new constructed dwelling units, 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". 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 - Urinals flush volume shall not exceed 0.5 gals per flush. 4.303.1.3.1- Single h w g e s o erheads shall have a maximum flow rate of not more than 2.0 gpm. 4.303.1.3.2 - or 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 1.5 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 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. 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 50% - A minimum of 50% of the construction waste generated at site is diverted to recycle or salvage. 4.408.2 Construction Waste Management Plan - Submit a construction waste management plan meeting items 1-5 in Section 4.408.2. Plans shall be undated as necessary and shall be available for examination during construction. 4.408.3 - Waste Management Com 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 in Section 4.408.1. 4.408.4 Waste Stream Reduction Alternative - Generate a total combined weight of construction and demolition waste disposed in landfills that is equal to or less than 4 lbs per sq. ft. of the building area. 4.408.4.1- Waste Stream Reduction Alternative (High -Rise Residential) - Generate a total combined weight of construction and demolition waste disposed in landfills that is equal to or less than 2 lbs per sq. ft. of the building a rea. 4.410.1- Operation & Maintenance Manual - An operation and maintenance manual shall be provided to the building owner or occupant. 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 Phase II emission limits where 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.'' 4.504.2.2 - Paints and Coatings - Shall be compliant with VOC 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 ACCA Manual J or equivalent. 2. Size duct systems according to ACCA 29-D (Manual D) or equivalent. 3. Select heating and cooling equipment according to ACCA 36-S (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, inspection reports, or other methods of acceptable to the enforcing agency which show substantial conformance. 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Gorams o1' V(_)C,r filer oll' o--a,t tin* il-fclf.tdi ntt wj t, r and incl ud in+a- exempt c-nrrif -°ttrr(N. f i 2. The e_irk-dlimit.;mmai:nicelYectunl«e rr- it-2C3limitsav�tigcNIins+.bse- qucintcolurrins in thei ht��x 3: 1,51ur in this t.ahle rite d2rived from thc= sl,e:il-ed by tl-f_ C'a.lif.-•ntia Air Re-4-4arr Bonret N711it aural Coatings SLi!=_«_stey Control Ponos F"'t hf><t try 1.. 20€:f8. More int-_TmaGnu is w, -ail a bl,:! fi-orn the ,.fir 1 ewxirvt: Tonal_ TADLE 4,514, FOR, L Ef-l' N LIN11TS1 ?Anximurn Porrmalr. t?hw-% Erni, siorm iri Pair b;% r,%r Lfillion PR I)Uta C,U RP.E14T LITAIT Tl r^"dj5� and 1r. -v :d ncNrr,.-nre t(_«t.t�tes I a 4I«f+k`l.- d l y1.8e'& S tll ctl.n Pia+°r w� !u�° ri T�irih:lcfas rd Mc*liurn d,a fvkiry 11bZrN-Hind n.1 t Thin ri icyliu lin den sits ff'°INzrl -vuc1= 11.1 1 1. Va14r. in thI tablic an: fro in tfm,,�v spmificd by thi CalifQrni;r Air I'._esc,tfmv Ploard. ;fir Toxics rnl N -,itw f6r C'r,rnrw ilc "1'400d as tcst=-•d i -n aia%■ rdane -with ASTNI I;' 1333. For vdclitionAz irt%b€ma ie -«rt_ "_z f �rri tt.xt",c�r fC e r�!'rzi, >f� Title- 17,SecLinrrOr 124hrou-103,120-12,. 2. '�hin:m2dif-rn &frA Sit �>r1 r l ltis mirt.irnurnII-fi,: me-z,Of'��eir)ch t 8rnreti NOTE: THE PROJEGT MANACER OR GENERAL GONTRAGTOR WILL BE THE RESFONaBLE PERSON TO GOLLEGT AND PROVIDE VERI F I GATI ON OF GALGREEN GOMPL I ANGE TO THE BUILDING INSPECTOR PRIOR TO BUILDING SINAL. Revision: Date: By: N [� C� n H W� �I o C N o � u r rl � U o � u � �y U U M M �V11 1--6-i V 1 W W F�1 W �H V 1 W o ARCA%�, * No. CZV2 3 RE X17 pF C �F mom R 51DENTIAL (JLCREEN MANDATORY MEASURES Date 2016 Scale Drawn Job Sheet CG Of Sheets 2 a N N ti M !-i ci O N LO N N C ENERAL NOTES G-1 MISCELLANEOUS 1. PROVIDE 4" HIGH x �" WIDE STREET ADDRE55 NUMBERS OF CONTRASTING COLOR, VISIBLE FROM STREETS. 2. FIRE SPRINKLER SYSTEM 15 REQUIRED PER ORO 8313.3 OR NFPA 13D. 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 CLO51 NO IN. 3. GARAGE MAN DOOR TO BE 50LID GORE 1-3/8" THICK OR 20 MIN. FIRE RATED DR. w/ SELF CLOSING DEVICE PER CRO R302.5.1. 4. ALL DOORS w/ GLAZING TO BE TEMPERED GLAZING. PLUMBINO I. THE A65REOATE AREA OF PLUMBING VENTS SHALL BE 12.57 50. INCHES, MIN. 2. OAS FIRED WATER HEATER TANKS SHALL BE FASTENED TO THE ADJACENT FRAMING v4116 GAUGE METAL STRAP (051(o OR EO.) w/ MIN. 2" LONG #12 WOOD SCREWS ® 4" ABOVE CONTROLS AND WITHIN 12" OF THE TOP OF THE TANK. 4. SHOWER AND TUB -SHOWER 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 (3) WATER CL05ET5. 6. HORIZONTAL DRAINAGE PIPING SHALL BE 2% MIN. SLOPE. T. SHOWER AND TUB/5HWR WALL5 SHALL HAVE A SMOOTH, HARD, NONAB5ORBENT 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 HOSE BIBS. q. THE WATER HEATER'5 TYPE 'B' GAS VENT SHALL TERMINATE NOT LE55 THAN 5' IN VERTICAL HEIGHT ABOVE THE HIGHEST CONNECTED APPLIANCE DRAFT HOOD OR FLUE COLLAR. FLOOR PLAN STRUCTURAL NOTES: 1.) SEE TYPICAL NOTE SHEET SN AND TYPICAL DETAIL SHEETS SD1-SD4 FOR ADDITIONAL INFORMATION. 2.) TYPICAL MINIMUM BEARING WALL FRAMING U.N.O.: EXTERIOR WALL: 2X6 DF STUD AT 16" O.C. UP TO 12'-0" HEIGHT, OTHERWISE 2X6 DF STUD AT 12" O.C. INTERIOR WALLS: 2X4 DF STUD AT 16" O.C. 3.) SEE DETAIL 5/SD1 FOR TYPICAL STUD WALL ELEVATION AND TYPICAL WALL OPENING SCHEDULE. 4.) ANY DISCREPANCIES BETWEEN FRAMING SHOWN AND FIELD CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ENGINEER OF RECORD. 5.) ALL EXPOSED FRAMING SHALL BE PRESSURE TREATED WITH TREATMENT PROCESS AND APPLICATION APPROPRIATE FOR EXPOSURE ACCORDING TO MFR'S WRITTEN GUIDELINES. 6.) ALL STRUCTURAL MEMBERS SHALL BE FASTENED IN COMPLIANCE WITH 2013 CBC FASTENING SCHEDULE, TABLE 2304.9.1, UNLESS NOTED OTHERWISE. BUTTE COUNTY SEP 2 9 2016 DEVELOPMENT SERVICES A/G UNITS -7L, i_n" FLOOR PLAN 1/4" = 1'-o" HDU2 --- 4x6 DBL STUD ELECT. MAIN PANEL O 0 Ss • rtFiMl I# t u V ) BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE �I DATE I _BY_: 1t Revision: Date: By: 34'-4" q -2q-16 GS N r �n DBL 4 a, TRIMMER h� DBL TRIMMER • V r , � n ARCH bio FSI U o u u bA O v 61-0118'-4" 5050 XO 'D GO�R'D W = 14'-0" v C{' -O"1.21-411 'Y 12.0' J'Y 6040 XO SEAT 2030 5H V QJ 6 _ �� TEMP_ pi �8 HD. HT. �'-6" HD. HT. 4 /� I- AT I O PATIO 'S'dU 4 v <t 6050 XO J IY 7'-6" HD. HT. �Q '�4 4 6'-8" HD. HT. o�,� IICLO. GONG.- � M WOOD SILL WOOD SILL TILE 5HWR � TUB ATOP 6 4.o' 0on K 3 5 - N TILE � PLATFORM 36" ZERO -CLEARANCE HDU4 q GLC. - DBL q -8 GLC. d HDU2 I 2468 WWF .I.G. t�,� �qJ�y - DBL COM USTION TYPELOAS F- W q GLC. I_IAsTER - i'-8' p `� dJ - STUD FIREPLACE w/ -' -� 2868 FR = m m NON-COMBUSTIBLE HEARTH. O X Ll IL I _ CARPET dl D I N I NO 3068 BEDROOM 2 10'-6" 2'-6" 6'-8 INSTALL PER MFR. SPEC. O� u� _ O 2,_0„ �' I ' TYP. COFFER GLC. Q COFFER GLC. %�' PROVIDE INSTALLATION -' TILE Q CARPET MANUAL P 4 5 ®SITE t- I = I _-- MSTR. HDU2 I'-042„ Dv4 e PSS I,' LIN. BATH 5'-O" -�. K6I4.0 ' q' CLO. o ��ii - lo' -I" FIX w/ (2) 2050 5H,--1 4'-IoY2 3.5 2 �+ck S _ - - - - - (-54211-01, P5 ---- I I'-642�� O ' 2668 TILE o�p5050 Q O q' CLO. �'y�MULLED, 8'-0" HD. HT. HD 4 10 q GLC- CARPET (y HDU2 _- - TEMP. 3080 "4-'"Y..G. O ARCH Qq' -8" OLa 'FR. ARc,�'�� ROVIDE ISLAND I 00 T'(P. k I SINK VENTING PER 68 P 5 SHLVS. P S 2'-7" m - I I I = - 2013 GPC, 3068 HALL 2868 - II GLC' _ - GLC. BREAK SECTION qOq G.O, q' GLO. O S I TT I NC - 12 GLC. - I 3_6" 5_0" ,- I E = q' -O" 6'kn m Drawn C5TR0V51QY Job 04-803 DBL AREA .0-8"N p to q GLC. _ - - SSD„ SQo NI VE 00 I I f - I 22 x30 COFFER GLC. GLC. - I I I DW I ATTIC IN DOOR MIN. CARPET r B $ B GAS ���4 `9 I RAISED BAR I �- - I ACCESS I B $ B GAS ,_ FIREPLACE 2 10 /8 I I I 868 FIREPLACE 0 4x - - - - - - I I I I I'-2" MASTER 0 TILE 5HWR w/ TEMP. GL. DR. I O BEDROOM I TVI ry � I \ / I � I � I I � P� -1 3068 ^A 2,_6„ LC 'I TYP. I GOCARP ROO``M �Jc�3.0 I I 6� I I p STI`. 4 TFFER ry COFFER GLC. I TY 1 I I L DRY I I CARPET I q' GLC. ATH 2 i KITCHEN ;n I REF. TILE I gTILCLO. saw 'L •C Q I 6 + I l0 GLC. m e e< W T_ X- 3'-6.. 1_ �_ 7 10 4 6 SaFL TILE I J � - OVENS � --- p TILE 5HWR w/ SSG _ TEMP. OL. ENOL. Q N _� WH .0 2868 Q 2468 2868 -� N F- 3 � � DBL � � - - _ O IpLDBIL J _ OAS W.H. w/ P.T. VALVE DISCHARGE MER - TO O.S. ATOP +18" PLATFORM w/ p BATH TRIMMER 8 I �t i _ SEISMIC STRAPS TOPAND BOTTOM q'CLO. 4'-2" 61_6" m ,n 068 TILE 2468 HALL = SELF5.0 / SHELVES3 _4'- q' GLC. (2) 3068 LOSER P 5 LINEN o CARPET ARCH 3068 --------2868 N-- 42 LITE (2) 3068 � - � O 6'-1042" 3 1_8 q _6 11 � �� � � � �� � �� 8 0 _3 -4 2 - 2 -10 5 -O 151-10Y:211 21'-2" �D 15'011-6. 10' r A per/ PANTR ALL INT. $ EXT. CHASES SHALL TILE b8 s�D q' CLO.DEN BE FIRE BLOCKED AT CLO. DB►- TILE (5A AOrz HDU2 3080 gTUD CARPET � q' GLC. GONG. HDU2 1074 S.L., 1074 BEDROOM 2 TEMP. S.L., _ 2x6 WALL HERE p8� o TEMP. o NOTE: gTUD q' CLO. O GARAGE WALL5 AND GLC. Q I CARPET ARCHQ FIN. TO BE MIN. 2" GYP. BD. O 8.0' 6 0 _ 9J� h6). I -� m 2050 SH 4050 FIX 2050 5H 4x6 OH � 8.0 GO Y RSD J� yDU� 5D1 - TYP. 4050 5H w/ 2050 FX 44 � PORCH �� FRONT WINDOWS INSET 2", TYP. I ON EA. SIDE, MULLED _ 6.0' STUD 2.5' 4016 FIX ARCH ABV., 2.5' I GONG O (3) 1620 FIX w/ 11'-6" ' DBL TRIMMER d SDI SEE ELEVS. Q HD. HT., SEE ELEV5. 2.25' L=14.0' INCL. (1) 8'-0" WINDOW I 18080 GAR. DR. AND (3) 1'-6" WINDOWS ABOVE. ARCH 0 Hr ->U4 ------------- O Q 10080 OAR. DR. �QJ� OJT SIM, TYP ALL SD4 WINDOWS 2', 1_ _ 2 1 o 8 �_ to 0 _ ll 1 8 22'-O" 35'-4" 14=0" 8'-8" 14'-O" 4'-0" 72'-O" FLOOR PLAN 1/4" = 1'-o" HDU2 --- 4x6 DBL STUD ELECT. MAIN PANEL O 0 Ss • rtFiMl I# t u V ) BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE �I DATE I _BY_: 1t Revision: Date: By: 0 q -2q-16 GS N r �n 4 a, h� • V r , � n bio FSI U o u u bA O v ^moo C W o Fil � M d0 W WWF O I� O Q O r F-�-� CC)mW G) ARc,�'�� 0 * N . C 83 EN 7/17 PAYNE 2864 Date AUGUST 2016 Scale Drawn C5TR0V51QY Job 04-803 Sheet Of Sheets N Ln O O e -I e -I O N N 2 -GC LAYS OR E 5Y5' 0017E OUTTE of 1 xE FA5G GONG. FOR WEEP 5C.REED FRONT ELEVATION 1/411 = 11-011 Lr -FT ELEVATION 1/411 = 11-011 e RICHT ELEVATION 1/4° = REAR ELEVATION 1/411 = 11-011 1 PERMIT # f;7 -( $ 5 BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR C?-(�B E COMPLIANCE DATE ©� o Revision: (Date: I By: N V H w o WWF 0 Cf FSI U � �o R, O � o � W o o _ 4 M W V �I WWF 0 Cf �o O o Q�03 W � co CID No. C21��2rr83 REN. -1l7 PAYNr- 2864 Dale AUGUST 2016 Scale Drawn 05TR0V 5K I Y "" 04-803 Sheet 2 Of Sheets FOUNl7AT I ON NOTF-S : I. GROUND IMMEDIATELY ADJACENT TO THE FOUNDATION SHALL BE SLOPED AWAY FROM THE BUILDING AT A SLOPE OF NOT LF -55 THAN 6" WITHIN THE FIRST 10 FT. (5Y SLOPE). PER 2013 GRC SECTION R401.5 2. ALL FOOTINGS SHALL BE FOUNDED ON UNDISTURBED NATIVE SOIL. FOUNDATION PLAN 11411 = 11-011 PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE � DATE l liD BYj&0_" W FOUNDATION PLAN STRUCTURAL NOTES: 1.) SEE TYPICAL NOTE SHEET SN AND TYPICAL DETAIL SHEETS SD1—SD4 FOR ADDITIONAL INFORMATION. 2.) PROVIDE ANCHOR BOLT SIZE AND SPACING PER SHEAR WALL SCHEDULE AND TYPICAL DETAILS. 3.) RECOMMENDED MINIMUM SLAB SECTION: A— 4" CONCRETE SLAB WITH #3 AT 15" O.C. SECURELY LOCATED AT MID—DEPTH OF SLAB. B— WATERPROOF MEMBRANE IN COMPLIANCE WITH ASTM E 1643 (DELETE AT EXTERIOR SLABS)—SEE SOILS REPORT IF APPLICABLE. C— 4" FREE DRAINING MATERIAL—SEE SOILS REPORT IF APPLICABLE. D— PROPERLY PREPARED SUBGRADE—SEE SOILS REPORT IF APPLICABLE. E— CONTRACTOR TO PROVIDE CONTROL JOINTS AT 10'-0" O.C. EA. WAY MAX. 4.) TYPICAL MINIMUM BEARING WALL FRAMING U.N.O.: EXTERIOR WALL: 2X6 DF STUD AT 16" O.C. UP TO 12'-0" HEIGHT, OTHERWISE 2X6 DF STUD AT 12" O.C. INTERIOR WALLS: 2X4 DF STUD AT 16" O.C. 5.) SEE DETAIL 5/SD1 FOR TYPICAL STUD WALL ELEVATION AND TYPICAL WALL OPENING SCHEDULE. 6.) PLUMBING, SPRINKLER, AND MECHANICAL SUBCONTRACTORS SHALL COORDINATE ALL WALL PENETRATIONS WITH FRAMING SUBCONTRACTOR. 7.) SEE TYPICAL SHEAR WALL SCHEDULE FOR LOCATIONS WHERE 3X PT SILL PLATES ARE REQUIRED. 8.) ANY DISCREPANCIES BETWEEN FRAMING OR FOUNDATIONS SHOWN AND FIELD CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ENGINEER OF RECORD. 9.) ALL EXPOSED FRAMING SHALL BE PRESSURE TREATED WITH TREATMENT PROCESS AND APPLICATION APPROPRIATE FOR EXPOSURE ACCORDING TO MFR'S WRITTEN GUIDELINES. 10.) ALL STRUCTURAL MEMBERS SHALL BE FASTENED IN COMPLIANCE WITH 2013 CBC FASTENING SCHEDULE, TABLE 2304.9.1, UNLESS NOTED OTHERWISE. Revision: Date: By: 0 Q-2�i-16 G5 N n 4 W F.i.j N p bA Cal ~ U N wo O� `/ I~ C W o a 1� ' ` ao M W WWF H H Q n N F -ti Q � W m C"D CYOD ARc�, \( CRY * No. C21 $3 R 17 F Ca PAYNE 2864 Date AUGUST 2016 Scale Drawn 05TROV5<1 Y Job 04-803 Sheet 3 Of Sheets Q N 0 TA 0 Ti T1 O N O N O sion: Date: By: ci-2q-16 G5 W U Z r O c� U 0 Z Q o O 1Z w o W ' ` m M W U Z WWF 0 Z rO O 1Z W �CO m co n *' No. 1283 LO RE 7/17 PAYNE 2864 Date AUOU5T 2016 Scale Drawn 05T ROV 5K 1 Y lob 04-803 Sheet 4 Of Sheets ELECTRICAL 5YMB0L5 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 $ 20 AMP BRANCH CIRCUITS SUPPLYING OUTLETS INSTALLED IN BEDROOMS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DEN5, 5UNROOM5, RECREATION ROOMS, HALLWAYS, CLOSETS OR SIMILAR ROOM5, 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 OUTLETS. SUCH CIRCUITS SHALL HAVE NO OTHER OUTLETS. 4. ALL 125 VOLT, 51NOLE PHASE, 15 AND 20 AMP REGEPTAGLE5 SHALL BE L157ED TAMPER RESISTANT RECEPTACLES. 5. FIXTURES, LAMP HOLDERS AND REGEPTAGLE5 OUTLETS SHALL BE SECURELY SUPPORTED. A FIXTURE THAT WEIGHS MORE THAN 61bs OR EXCEEDS Ibin. IN ANY DIMENSION SHALL NOT BE SUPPORTED BY THE 5GREW SHELL OF A LAMP HOLDER PER 2013 CEG SECTION 410.15. (a). OUTLET BOXES SHALL NOT BE USED AS THE SOLE SUPPORT FOR CEILING FANS PER 2013 SECTION 314.2-1 (o 4 d). 6. ALL HARDWIRED DETECTORS SHALL BE INTERCONNECTED. -7. ALL GARAGE, LAUNDRY ROOM, AND UTILITY ROOM LIGHTING SHALL BE HIGH-EFFIGAGY AND CONTROLLED BY A MANUAL -ON OCCUPANCY 5EN50R. 8. LIGHT FIXTURES SHALL COMPLY w/ THE CLEARANCE REQUIREMENTS SPECIFIED IN 2013 CEO ARTICLE 410.8. V ATER HEATER MANDATOR`I' FEATURE5 WATER HEATING SYSTEMS USING GAS OR PROPANE WATER HEATERS TO SERVE INDIVIDUAL DWELLING UNITS SHALL INCLUDE THE FOLLOWING COMPONENTS: 1. A 120V ELECTRICAL RECEPTACLE THAT 15 WITHIN 3 FEET FROM THE WATER HEATER AND ACCESSIBLE TO THE WATER HEATER WITH NO OBSTRUCTIONS 2. A CATEGORY III OR IV VENT, OR A TYPE B VENT WITH STRAIGHT PIPE BETWEEN THE OUTSIDE 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 GAS SUPPLY LINE WITH A CAPACITY OF AT LEAST 200,000 5TU/HR. BASELINE _WATER USE - 5 BEDROOM REST DENOE FIXTURE TYPE SINGLE POLE SWITCH -}' GLC. MTD. FIXT. CEILING FAN w/ LIGHT �THREE a WAY SWITCH Z FLUORESCENT GLC. MTD. FIXT. SHOWERHEAD5 (RESIDENTIAL) 2.5 D DIMMER SWITCH x LED GLC. MTD. FIXT. x CEILING FAN NO LIGHT = DIMMER/3-WAY SWITCH LAV. FAUCETS (RESIDENTIAL) RECESSED GLC. FIXT. �{ UNDER CABINET os 3 x 4 = 6.6 KITCHEN FAUCETS FLUORESCENT LIGHTING $T TIMER 5WITGH x ELEG. BALLAST, x 4 = 35.2 ORAVITY TANK -TYPE V4.0 -'s 1.28 x I FLUSH x 3 x 4 TOTAL BASELINE WATER USE (BWU) AIR -TIGHT, IG RATED 7:--Z FLUORESCENT FIXTURE os OCCUPANCY SENSOR = FLUORESCENT REGE55ED GLC. FIXT. 0 51ONAL PUSH BUTTON � DUPLEX REGEPT. LED O PUCK LIGHT O REGE55ED CLO. FIXT. W 00 m 220 VOLT OUTLET CrD MINI RECESSED 61-5. FIXT. PANEL BOARD DUPLEX SPLIT WIRED D-' ELEC. DISCONNECT -{- WALL MTD. FIXTURE QUAD. REGEPT. FLUORESCENT 110 V. SMOKE DETECTOR WALL MTD. FIXTURE FLOOR OUTLET O EXHAUST FAN -¢ TRACK FIXTURE a TV OUTLET ® WHOLE HOUSE VACUUM } PENDANT LIGHT CONNECTION PHONE OUTLET 50ONGE FIXTURE OGM IIOv CARBON MONOXIDE @ TV/PHONE OUTLET ALARM w/ BATTERY BACKUP -b- MINI SCONCE FIXTURE VP SUITABLE FOR DAMP LOCATION n MOTION -ACTIVATED_ SECURITY LIGHT _GPI - -_§ AUTOMATIC GARAGE DOOR OPENER LISTED IN -}- FUEL GAS OUTLET L- - ACCORDANCE w/ UL 325, w/ GFI OUTLET I. ALL LIGHTING FIXTURES SHALL BE ASSUMED INCANDESCENT U.O.N. AS LED OR FLUORE50ENT. 2. ALL EXTERIOR LIGHTING FIXTURES SHALL BE "SUITABLE FOR DAMP LOCATIONS" 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 $ 20 AMP BRANCH CIRCUITS SUPPLYING OUTLETS INSTALLED IN BEDROOMS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DEN5, 5UNROOM5, RECREATION ROOMS, HALLWAYS, CLOSETS OR SIMILAR ROOM5, 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 OUTLETS. SUCH CIRCUITS SHALL HAVE NO OTHER OUTLETS. 4. ALL 125 VOLT, 51NOLE PHASE, 15 AND 20 AMP REGEPTAGLE5 SHALL BE L157ED TAMPER RESISTANT RECEPTACLES. 5. FIXTURES, LAMP HOLDERS AND REGEPTAGLE5 OUTLETS SHALL BE SECURELY SUPPORTED. A FIXTURE THAT WEIGHS MORE THAN 61bs OR EXCEEDS Ibin. IN ANY DIMENSION SHALL NOT BE SUPPORTED BY THE 5GREW SHELL OF A LAMP HOLDER PER 2013 CEG SECTION 410.15. (a). OUTLET BOXES SHALL NOT BE USED AS THE SOLE SUPPORT FOR CEILING FANS PER 2013 SECTION 314.2-1 (o 4 d). 6. ALL HARDWIRED DETECTORS SHALL BE INTERCONNECTED. -7. ALL GARAGE, LAUNDRY ROOM, AND UTILITY ROOM LIGHTING SHALL BE HIGH-EFFIGAGY AND CONTROLLED BY A MANUAL -ON OCCUPANCY 5EN50R. 8. LIGHT FIXTURES SHALL COMPLY w/ THE CLEARANCE REQUIREMENTS SPECIFIED IN 2013 CEO ARTICLE 410.8. V ATER HEATER MANDATOR`I' FEATURE5 WATER HEATING SYSTEMS USING GAS OR PROPANE WATER HEATERS TO SERVE INDIVIDUAL DWELLING UNITS SHALL INCLUDE THE FOLLOWING COMPONENTS: 1. A 120V ELECTRICAL RECEPTACLE THAT 15 WITHIN 3 FEET FROM THE WATER HEATER AND ACCESSIBLE TO THE WATER HEATER WITH NO OBSTRUCTIONS 2. A CATEGORY III OR IV VENT, OR A TYPE B VENT WITH STRAIGHT PIPE BETWEEN THE OUTSIDE 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 GAS SUPPLY LINE WITH A CAPACITY OF AT LEAST 200,000 5TU/HR. BASELINE _WATER USE - 5 BEDROOM REST DENOE FIXTURE TYPE FLOW RATE FIXTURE TYPE DURATION DAILY USES No. C OCCUPANTS Z GALLONS PER DAY SHOWERHEAD5 (RESIDENTIAL) 2.5 x 8 MIN. x I x 4 = 80 LAV. FAUCETS (RESIDENTIAL) 2.2 x .25 MIN. x 3 x 4 = 6.6 KITCHEN FAUCETS 2.2 x 4 MIN. x I x 4 = 35.2 ORAVITY TANK -TYPE V4.0 -'s 1.28 x I FLUSH x 3 x 4 TOTAL BASELINE WATER USE (BWU) = = 15.36 137.16 34 TOTAL (5):200 141 (BWU) x .80 = ALLOWABLE WATER USE = 112.8 REQUIRED 20%' REDUCTION IN BASELINE WATER USE OALGULATION TABLE FIXTURE TYPE FLOW RATE RATE ( DURATION No. C DAILY USES Z OCCUPANTS A GALLONS PER DAY 5HOWERHEAD5 (RESIDENTIAL) LAV. FAUCETS (RESIDENTIAL) 1.85 x 8 MIN. x I x 4 = 51.2 2.0 x .25 MIN. x 3 x 4 = 6 KITCHEN FAUCETS GRAVITY TANK -TYPE W.C.'s ALLOWABLE DAILY WATER USE: 1.5 x 1.28 x 112.8 GALLONS 4 MIN. x I x 4 = 24 I FLUSH 1XI 3 x 4 = I1.2 PROPOSED DAILY WATER USE: 104.56 GALLONS YES 25 2 50 a POO 2' FLUOR. TUBE YES 17 V/P VERIFY LOCATION FI A/G UNIT BATH 220 G�I,II, MASTER FBF-DROOM I IIIElf 1 . , wo. IPA BEDROOM 2 VENTILATION REOU I REMENT5 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 3 50NE MAXIMUM. G. THE FAN SHALL BE DUCTED TO THE OUTSIDE w/ A MINIMUM 5"(P 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 3 SONE MAXIMUM. G. THE FAN SHALL BE DUCTED TO THE OUTSIDE W A MINIMUM 4"4) SMOOTH DUCT (75' MAXIMUM RUN w/ (2) ELBOW5 OR FITTINGS). D. BATHROOM EXHAUST FANS MUST BE CONTROLLED BY A HUMIDI5TA7 CONTROL CAPABLE OF ADJUSTMENT BETWEEN A RELATIVE HUMIDITY RANGE OF 50 TO 803'. 2013 00550 SECTION 4.506. 5. WHOLE - BUILDINO VENTILATION: SEE GF I R (ENERGY CALCULATIONS) FOR WHOLE BUILDING VENTILATION REQUIRED CFM. ONE BATHROOM FAN SHALL BE 70 CFM. MIN. w/ A MAXIMUM NOISE RATING OF I SONE. THE SWITCH SHALL BE LABELED "VENTILATION CONTROL." G01�R'D PATIO I I WP WP OFI I I GFI �I WP LIVING � ROOM � I ;D 0 HALL I �-�--------J � ENTRY WP GFI GO�R'D ELECTRICAL PLAN C�l DEN DINING ' NOTE: PROVIDE LIGHT- S 110 VOLT OUTLET AT ATTIC MTD. F.A.U. - K I TGHEN REF. W.I .G. 51 TTI NG AREA H,4LL � L'DRY JOFI I V/P D I CFI _ MASTER - BEDROOM 2 CFI CPI 220 ELEC. 5UB PANEL. SEE GALOREEN RESIDENTIAL MANDATORY MEASURES, I I 4.106.4.1 FOR ELECTRIC VEHICLE CHARGING =19 REQS. PROVIDE SEPARATE OROUNDINO CFI GPI WIRE FROM EACH PANEL TO ELEG. MAIN ° - T -� I\\ I /I \ os \ � WP/ O ARAC E CF / I I MIN. I \ I I \ I i �I ' I ILS/__J GPI LTJ � p I I I I LTJ I 2C Mp ----------- ---- o PERMIT # && -/0 BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE 0ATE_ BY� KITCHEN LICHTINC 50HEDULE: CJ �� r1283 No. C Z 7/17 A B LUMINAIRE TYPE: HIGH EFFICACY: WATTS: QUANTITY: HIGH EFFIGAGY WATT5: OTHER WATTS: COMPACT FLUOR. YES 26 7 182 200 W PENDANT NO 100 2 on 3' FLUOR. TUBE YES 25 2 50 a POO 2' FLUOR. TUBE YES 17 2 34 TOTAL (5):200 TOTAL (A): 266 O�Z H COMPLIES IF A >/= B YES X NO � W o li evision: Date: By: N CJ �� r1283 No. C Z 7/17 n SFr Ali o0 WWF o ^^ W N� n 0 on ISI U a POO bA O O�Z H o � W o O W 00 m M W CJ �� r1283 No. C Z 7/17 SFr Ali WWF Q �O O�Z H O W 00 m CrD Y, CJ �� r1283 No. C RE . 7/17 SFr Ali ql� PAYNE I 2864 Date AUGUST 2016 Scale Drawn 05T ROV 5K I Y Job 04-a05 Sheet 5 Of Sheets GENERAL STRUCTURAL NOTES 1. GENERAL 3. CONCRETE /REINFORCING CONTINUED 6. FRAMING / LUMBER CONTINUED 9. DESIGN LOADS HAPTER 16 A) ALL WORK SHALL CONFORM TO THE 2013 CBC AND ALL APPLICABLE LOCAL CODES. B) THE ENGINEER (SUMMIT STRUCTURAL DESIGN) HAS PROVIDED AND IS RESPONSIBLE FOR SPECIFIC STRUCTURAL ITEMS ONLY. ALL OTHER REQUIREMENTS OF THE BUILDING CODE INCLUDING WATERPROOFING, FIREPROOFING, DRAINAGE, HANDICAP ACCESSIBILITY, EGRESS REQUIREMENTS, PARKING, AND ALL OTHER DESIGN REQUIREMENTS NOT SPECIFICALLY SHOWN IN THE STRUCTURAL DESIGN CALCULATIONS, ARE THE RESPONSIBILITY OF THE CONTRACTOR OR OWNER. SHOULD ANY CHANGES BE MADE FROM THE DESIGN AS SPECIFIED IN THESE DOCUMENTS WITHOUT THE WRITTEN APPROVAL FROM THE ENGINEER, THEN THE ENGINEER WILL ASSUME NO RESPONSIBILITY FOR ANY ELEMENT OR SYSTEM OF THE STRUCTURE. C) THE DRAWINGS AND CALCULATIONS REPRESENT THE FINISHED STRUCTURE, AND, UNLESS SPECIFICALLY NOTED OTHERWISE, DO NOT SHOW THE METHOD OF CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR THE METHOD OF CONSTRUCTION, AND SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE PUBLIC, CONSTRUCTION WORKERS, AND THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE FORMING, SHORING, BRACING, SCAFFOLDING, ETCETERA. D) IF A PARTICULAR FEATURE OF CONSTRUCTION IS NOT FULLY SHOWN ON THE DRAWINGS OR IN THE CALCULATIONS, THEN IT SHALL BE CONSTRUCTED IN THE SAME CHARACTER AS SIMILAR CONDITIONS THAT ARE SHOWN ON THE DESIGN DOCUMENTS. E) ANY CONDITIONS NOTED AS EXISTING MUST BE FIELD VERIFIED BY THE CONTRACTOR, AND ANY DISCREPANCIES MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER WITHOUT PROCEEDING WITH CONSTRUCTION PRIOR TO THE REVIEW OF THE ENGINEER. F) ALL WATERPROOFING AND FLASHING (ROOFS, FOUNDATIONS, GARAGE FLOORS, ETC...) IS THE RESPONSIBILITY OF THE CONTRACTOR OR OWNER. G) SHOP DRAWINGS: SHOP DRAWINGS ARE SUPERCEDED BY THE STRUCTURAL DRAWINGS UNDER ALL CIRCUMSTANCES. THE GENERAL CONTRACTOR SHALL VERIFY THAT ALL CONSTRUCTION IS IN FULL AGREEMENT WITH THE LATEST STRUCTURAL DRAWINGS. REVIEW OF SHOP DRAWINGS BY THE ENGINEER OF RECORD DOES NOT GUARANTEE IN ANY WAY THE THE SHOP DRAWINGS ARE CORRECT, NOR DOES IT INFER THAT THEY SUPERCEDE THE STRUCTURAL DRAWINGS. H) WALL FINISH SYSTEMS SUCH AS STUCCO SHALL BE APPLIED OVER FOAM BASE OR OTHER METHOD OF ADEQUATELY ALLOWING THE FINISH TO EXPAND AND CONTRACT WITHOUT CRACKING. THE OWNER OR CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEFECTS IN THE FINISHES. 1) SPECIAL INSPECTION: SPECIAL INSPECTION PER SECTION 1701 OF THE CBC SHALL BE PROVIDED FOR THE FOLLOWING TYPES OF CONSTRUCTION: EPDXY/MECHANICAL CONCRETE ANCHORS (IF APPLICABLE) THE SPECIAL INSPECTOR SHALL BE ACCEPTABLE TO THE STRUCTURAL ENGINEER AND BUILDING DEPARTMENT, SHALL BE ICBO 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 FROSTLINE (12" TO 24" AS PER LOCAL REQUIREMENTS). E) BOTTOM OF ALL FOUNDATION TRENCHES SHALL BE CLEAN AND LEVEL. F) ALL FINISHED GRADE SHALL SLOPE AT A MINIMUM SLOPE OF 5% AWAY FROM ALL FOUNDATIONS A MINIMUM OF 10 FEET HORIZONTAL. G) FOUNDATIONS SHALL NOT BE SCALED FROM PLAN OR DETAIL DRAWINGS. H) FILL MATERIAL SHALL BE FREE FROM DEBRIS, VEGETATION, AND OTHER FOREIGN SUBSTANCES. 1) USE 4" DIAMETER PERFORATED PIPE SUB -DRAIN BEHIND ALL RETAINING WALLS. SLOPE PIPE TO DRAIN TO DAYLIGHT. J.) FOR FOOTINGS PLACED ON OR ADJACENT TO SLOPES, A GEOTECHNICAL ENGINEER MUST APPROVE FOOTING PLACEMENTS IN VIOLATION OF FIGURE 1808.7.1 OF 2013 CBC. THIS ENGINEER SHALL NOT BE LIABLE FOR ANY FOUNDATION NOT IN STRICT CONFORMANCE TO SECTION 1808 OF THE 2013 CBC. 3. CONCRETE / REINFORCING A) CONCRETE SHALL HAVE A MINIMUM 28 DAY STRENGTH OF 2,500 PSI U.N.O. C) ALL CEMENT USED SHALL CONFORM TO ASTM C-150 AND SHALL BE TYPE II OR TYPE III LOW ALKALI. D) AGGREGATE SHALL CONFORM TO ASTM C-33 AND SHALL NOT CONTAIN MATERIALS WHICH ARE ALKALI REACTIVE AS DETERMINED BY ASTM C-227, 289, AND 295. IF TEST DATA IS UNAVAILABLE IN REGARDS TO ALKALI REACTIVE MATERIALS, PROVIDE CEMENT WITH A MAXIMUM ALKALI CONTENT LESS THAN 0.45% BY WEIGHT. E) CONCRETE EXPOSED TO FREEZING OR THAWING SHALL BE PROTECTED IN ACCORDANCE TO THE LATEST EDITION OF THE ACI 318. F) SLABS ON GRADE SHALL BE PER THE CONTRACTOR. SUMMIT STRUCTURAL DESIGN RECOMMEND THE FOLLOWING AS A MINIMUM SLAB -ON -GRADE: AT GARAGE SLABS, USE 4" THICK S.O.G. WITH #3 BARS AT 15 O.C. EACH WAY ABOVE MID -DEPTH OF SLAB, OVER MOISTURE BARRIER IN COMPLIANCE WITH ASTM E 1643, OVER 4" AGGREGATE BASE. USE 3-1/2" SLAB WITH#3 AT 15" E.W. ABOVE MID -DEPTH OF SLAB, OR 6X6 WWF ABOVE MID -DEPTH OF SLAB WITH SAME SUB - SLAB BUILDUP AT ALL OTHER AREAS. G) SAW -CUT TOP 3/4" OF SLAB FOR CRACK CONTROL AT INTERVALS NOT TO EXCEED 10'-0" WHERE SLAB IS REINFORCED, SAW CUT AT INTERVALS NOT TO EXCEED 7'-0" WHERE SLAB IS UN -REINFORCED. 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. 6. FRAMING/LUMBER 6-1 MATERIALS: A.) SHEATHING: 1. ROOF SHEATHING: SEE PLANS 2. FLOOR SHEATHING: SEE PLANS 3. WALL SHEATHING: SEE PLANS B.) GLUE -LAMS: GLUE -LAMS SHALL BE 24F -V4 U.N.O. WITH A CAMBER OF R=1600' U.N.O. GLUE -LAMS EXPOSED TO WEATHER MUST BE RATED FOR EXTERIOR USE BY THE MANUFACTURER. GLUED LAMINATED FABRICATON SHALL BE PERFORMED IN AN APPROVED FABRICATORS SHOP IN ACCORDANCE WITH CBC 2303.1.3, AITC A190.1, AND ASTM D 3737. BEAM INSPECTION CERTIFICATES SHALL BE SUBMITTED TO THE FIELD INSPECTOR PRIOR TO COMPLETION OF FRAME INSPECTION IN ACCORDANCE WITH CBC 1704.2. C.) MICRO -LAMS: MICRO -LAMS (LAMINATED VENEER LUMBER) SHALL HAVE FB = 3100 PSI AND FV = 285 PSI MIN., AND SHALL BE MANUFACTURED, APPROVED AND IDENTIFIED AS PER NER-481. D.) SILL PLATES: SILL PLATES SHALL BE PRESSURE TREATED DOUGLAS FIR WITH 1/2" DIAMETER ANCHOR BOLTS AND 3" X 3" X.229" PLATE WASHERS LOCATED AT 6'-0" O.C. MAX. WITH ONE BOLT LOCATED 1'-0" MAXIMUM FROM EACH END OF EACH PIECE. RE -TREAT CUT ENDS WHERE REQUIRED. E.) FRAMING LUMBER: ALL FRAMING LUMBER SHALL BE DOUGLAS FIR LARCH AS GRADED BY THE W.W.P.A. OR W.C.L.I.B. AND SHALL HAVE A MOISTURE CONTENT LESS THAN 19%, U.N.O. 1. STUDS SHALL BE STUD GRADE OR BETTER. 2. ALL POSTS SHALL BE DF -L #1 U.N.O. 3. 2X AND 3X RAFTERS SHALL BE DF -L #2 U.N.O. 4. 2X JOISTS SHALL BE DF -L #2 U.N.O. 5. CONCEALED BEAMS SHALL BE DF -L #2. 6. EXPOSED BEAMS SHALL BE DF -L #1 APPEARANCE GRADE FOHC (4X6 AND LARGER). 7. ALL BEAMS 6X AND LARGER SHALL BE FREE OF HEART CENTER. F.) NAILS: ALL NAILS SHALL BE COMMON U.N.O. WHERE EXPOSED TO WEATHER OR WITHIN 18" OF FOUNDATION, NAILS SHALL BE GALVANIZED. G.) BOLTS AND LAG SCREWS: BOLTS AND LAG SCREWS SHALL BE ASTM A-307 U.N.O. AND PROVIDED NEW AND WITHOUT EXCESSIVE RUST. H.) ALL HARDWARE CALLED SHALL BE SIMPSON STRONG -TIE CO., OR ENGINEER APPROVED EQUIVALENT, INSTALLED PER MANUFACTURER'S RECOMMENDATIONS WITH ALL HOLES FILLED WITH RECOMMENDED FASTENERS. USP HARDWARE MAY BE USED IN LIEU OF SIMPSON HARDWARE WITH WRITTEN APPROVAL FROM STRUCTURAL ENGINEER OF RECORD. ALL METAL HANGERS, CONNECTORS, AND FASTENERS IN CONTACT WITH PRESSURE TREATED WOOD SHALL BE STAINLESS STEEL OR OTHERWISE CERTIFIED BY THE MANUFACTURER TO RESIST CORROSION CAUSED BY THE SPECIFIC TREATMENT APPLIED TO THE WOOD AND/OR METALS. I.) MANUFACTURED "I" JOISTS: MANUFACTURED I JOISTS (SUCH AS TRUSS JOISTS) SHALL BE INSTALLED PER THE MANUFACTURES RECOMMENDATIONS USING A DEFLECTION LIMIT OF L/480 UNLESS NOTED OTHERWISE. USE A MANUFACTURED 1-1/4" RIM BOARD (SUCH AS TIMBER STRAND) WITH ALL "I" JOISTS. USE A DOUBLE RIM OR 1-3/4" LVL RIM AT ALL LOCATIONS WHERE LEDGERS ARE USED (SUCH AS DECK LEDGERS). 6-2 GENERAL FRAMING: A.) MINIMUM NAILING: MINIMUM NAILING SHALL BE PER 2013 CBC TABLE 2304.9.1. B.) LARGER MEMBERS: ALL FRAMING MEMBERS SPECIFIED IN THESE CALCULATIONS ARE MINIMUMS, LARGER MEMBERS MAY BE SUBSTITUTED AT CONTRACTORS OPTION. C.) SHRINKAGE: CARE SHALL BE TAKEN TO ALLOW FOR EFFECTS OF SHRINKAGE WHICH COULD CAUSE SETTLEMENT OF ROOF AND OR FLOORS AND COULD LEAD TO FAILURE OF ASSOCIATED FRAMING MEMBERS. THE CONTRACTOR SHALL TAKE ALL MEASURES NECESSARY TO PROTECT FRAMING FROM THE EFFECTS OF SHRINKAGE. D.) ALL STRUCTURAL FRAMING MEMBER WITH EXTERIOR EXPOSURE SHALL BE PRESSURE TREATED OR BE OF MATERIAL THAT IS NATURALLY RESISTANCE TO DECAY. 6-3 BEAM FRAMING: A.) BUILT UP BEAMS: ALL BUILT UP, LAMINATED DOUBLE OR MULTIPLE 2X JOISTS AND BEAMS SHALL BE NAILED TOGETHER WITH 16d NAILS AT 6" O.C., T&B U.N.O. B.) DOUBLE JOISTS: PROVIDE DOUBLE FLOOR JOISTS UNDER PARTITION WALLS RUNNING PARALLEL TO JOIST SPAN AND UNDER ALL LOCATIONS WHERE TUBS MAY BE LOCATED. ADEQUATE SUPPORT SHALL BE PROVIDED FOR ALL OTHER EQUIPMENT OR FURNISHINGS WHICH MAY NOT BE SHOWN ON THE STRUCTURAL DRAWINGS INCLUDING BUT NOT LIMITED TO: HOT WATER HEATER, STOVE, REFRIGERATOR, OVEN, FIRE PLACE ENCLOSURES, WOOD BURNING STOVE, ETCETERA. S C.) BLOCKING: PROVIDE SOLID BLOCKING IN JOIST FRAMING ABOVE ALL SUPPORTS 6-4 POSTS/TRIMMERS: A.) SUPPORT: SUPPORT ALL UPPER LEVEL POSTS AND TRIMMERS IN LOWER LEVELS WITH EQUIVALENT FRAMING AND BLOCK OR OTHERWISE FRAME POSTS THROUGH FLOOR SYSTEMS. B.) WHERE POSTS WITH COLUMN CAPS OR BEARING PLATES ARE SPECIFIED, THE LOAD IS TO BE TRANSFERRED TO THE FOUNDATION BY VERTICAL GRAIN ONLY, U.N.O. 6-5 WALL FRAMING: A.) DOUBLE TOP PLATE SPLICES: SPLICES AND JOINTS IN DOUBLE TOP PLATE OF STUD BEARING WALL SHALL OCCUR AT THE CENTER LINE OF SUPPORTING STUD. TOP PLATE SPLICES OF STUD WALLS SHALL BE 48" LONG WITH (12) 16d SINKERS EACH SIDE OF EACH SPLICE U.N.O. WHERE SPLICE IS INTERRUPTED, USE ST6224 STRAP U.N.O. i B.) FIRE BLOCKS: FIRE BLOCK STUD WALLS AT MID -HEIGHT WHERE STUD LENGTH EXCEEDS 10'-0". C.) MIS -PLACED ANCHOR BOLTS: WHERE ANCHOR BOLTS HAVE BEEN INCORRECTLY PLACED, USE SIMPSON SET EPDXY WITH ANCHOR OF SAME DIAMETER WITH 7" EMBEDMENT IN CONCRETE AND INSTALLATION PER MANUFACTURERS RECOMMENDATIONS AND CURRENT ICC REPORT. D.) CRIPPLE WALLS: CRIPPLE WALLS SHALL BE A MINIMUM OF 14" IN HEIGHT. FOR LESSER HEIGHTS, STACK 2X PLATES (AND SHIM AS REQUIRED). E.) NOTCHED OR CUT STUDS: NOTCHED AND/OR CUT STUDS TO CLEAR ANCHOR BOLTS ARE NOT ALLOWED. STUDS SHALL HAVE FULL BEARING TO THE FOUNDATION PLATE. F.) LET -IN BRACES: LET IN BRACES SHALL NOT BE USED FOR TEMPORARY BRACING ON ANY WALL FRAME. STEEL STRAPS WHICH DO NOT REQUIRE THE CUTTING OF STUDS ARE AN ACCEPTABLE ALTERNATIVE. ' G.) SEE NOTE 6-1 D FOR SILL AND ANCHOR BOLT SPECIFICATIONS. H.) WALL FRAMING RECEIVING NAILING AT 3" ON CENTER OR LESS SHALL BE 3X NOMINAL U.N.O. PER PLANS AND DETAILS. 6-6 CONNECTIONS: A.) HOLES FOR THROUGH BOLTS SHALL BE DRILLED 1/16" OVERSIZE. B.) ALL BOLTS, NUTS, AND LAG SCREWS SHALL BE PROVIDED WITH FLAT OR MALLEABLE WASHERS WHERE BEARING AGAINST WOOD. C.) ALL BOLTS AND LAG SCREWS SHALL BE TIGHTENED UPON INSTALLATION AND RE -TIGHTENED BEFORE CLOSING IN OR AT COMPLETION OF JOB. D.) LAG SCREWS SHALL BE SCREWED, NOT DRIVEN, INTO PLACE. 8. ROOF FRAMING 8-1 CUT AND STACKED ROOF FRAMING: A.) CUT AND STACKED ROOF SYSTEMS SHALL BE BUILT TO THE CONVENTIONAL FRAMING REQUIREMENTS OF THE CALIFORNIA BUILDING CODE (CHAPTER 23). PURLINS, BRACES, INTERMEDIATE SUPPORTS, AND CONNECTIONS SHALL BE PROVIDED BY THE CONTRACTOR THAT ARE CAPABLE OF TRANSMITTING ALL GRAVITY AND WIND LOADS TO THE FOUNDATION. B.) IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE THE CONVENTIONALLY FRAMED ROOF SYSTEM WITH TIES AND SUPPORTS BRACING ALL ELEMENTS TO THE FOUNDATION. THE ENGINEER HAS MADE A CURSORY REVIEW OF THE FRAMING SIZES AND SUPPORT LOCATIONS, AND HAS PROVIDED GENERAL CONNECTION DETAILS TO COVER THE MAJORITY OF CONDITIONS, BUT HAS NOT PROVIDED ENGINEERING DETAIL REQUIREMENTS FOR ALL CONNECTIONS NECESSARY FOR THE ROOF TO PERFORM IN ACCORDANCE WITH THE LOADING CRITERIA. IF ANY SPECIFIC ELEMENT OF THE ROOF FRAMING SYSTEM IS NOT SHOWN AND DETAILED CONNECTION CRITERIA IS REQUIRED, PLEASE CONTACT THE ENGINEER FOR ADDITIONAL INFORMATION. 8-2 PREFABRICATED ROOF TRUSSES: A) PREFABRICATED ROOF TRUSSES: PREFABRICATED ROOF TRUSSES SHALL BE DESIGNED BY THE TRUSS FABRICATOR PER THE REQUIREMENTS OF THE ARCHITECTURAL AND STRUCTURAL DRAWINGS AND CBC 2303.4. B) COMPLETE CALCULATIONS AND SHOP DRAWINGS INCLUDING LAYOUT, SIZE OF MEMBERS, AND CONNECTION DETAILS, STAMPED AND SIGNED BY AN ENGINEER LICENSED IN THE STATE OF CALIFORNIA, SHALL BE REVIEWED BY THE ENGINEER OF RECORD PRIOR TO TRUSS FABRICATION. C) TRUSS DESIGN LOADS: TOP CHORD LIVE LOAD: 20 PSF REDUCIBLE TOP CHORD DEAD LOAD: 14 PSF BOTTOM CHORD DEAD LOAD 10 PSF TOTAL LOAD 44 PSF UPLIFT LOAD AS REQUIRED BY THE 2013 CBC D) TRUSS BRIDGING SHALL BE AS REQUIRED AND SPECIFIED BY THE TRUSS FABRICATOR. E) TRUSS MANUFACTURER SHALL OBTAIN ALL NECESSARY APPROVALS FROM THE PUBLIC AGENCIES INVOLVED IN GOVERNING CONSTRUCTION. F) TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING MAXIMUM DEFLECTIONS UNDER DESIGN LOADS: LIVE LOAD DEFLECTION = L/360, TOTAL LOAD DEFLECTION = L/240 A) THE STRUCTURE HAS BEEN DESIGNED FOR THE FOLLOWING CRITERIA PER CBC C DIVISIONS I, II, III, AND IV U.N.O.: B) SEISMIC: SEISMIC IMPORTANCE FACTOR: 1 MAPPED SPECTAL RESPONSE ACCELERATIONS: Ss = 0.617, S1= 0.276 SEISMIC SITE CLASS: D SPECTRAL RESPONSE COEFFICIENTS: SDS = 0.537, SD1= 0.340, Cs = 0.08 SEISMIC DESIGN CATEGORY: D BASIC SEISMIC -FORCE -RESISTING SYSTEM: LIGHT FRAMED SHEAR WALLS SEISMIC BASE SHEAR: 12.1 KIPS RESPONSE MODIFICATION FACTOR: R = 6.5 ANALYSIS PROCEDURE USED: EQUIVALENT STATIC FORCE PROCEDURE C) WIND: WIND SPEED: 110 MPH WIND EXPOSURE: C D) LIVE LOADS: ROOF 20 PSF ABBREVIATIONS AB ANCHOR BOLT K KIPS ADD'L ADDITIONAL L ANGLE ADJ 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 CJ 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 JST JOIST W/0 WITHOUT JT JOINT PERMIT # 6(6 —le -9 L BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR `6 CODS COMPLIANCE DATE tY l B X0i i QRpFESS/ONq �No. 75688' * . 6/ 0/16 JJ CIV 1L q�F0FCA0 8/05/16 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE ONLY WITH THE HED STRUCTURAL LCULATIONSS LCA 383 Rio Lindo Ave. Suite 200 Chico, CA 95926 P. 530.592.4407 SummitChico.com V / Q W O U 0 �- _ lDU z00 1 N z z o Q � QCL W CO Z V) �-- z U Yo U_ o � G <= cl:� W REVISIONS: DATE: 8/05/16 SCALE: NTS DRAWN BY: RKB JOB NUMBER: 16-237 SHEET: S N TYPICAL HANGER SCHEDULE MEMBER SIZE SIMPSON HANGER TYPE FASTENER TYPE AT SUPPORTING AT SUPPORTED MEMBER MEMBER 2X4/2X6/2X8/ 2X10/2X12 LUS24/LUS26/LUS28/ LUS210AUS210 10d 10d DBL 2X6/DBL 2X8/ DBL 2X10/DBL 2X12 HUS26-2TF/HUS28-2TF/ HUS210-2TF/HUS212-2TF 16d 16d 4X8/4X10/012 HU48TF/HU41OTF/HU412TF 16d 10d 6X8/6X10/6X12 HU68TF/HU61OTF/HU612TF 16d 16d TJI/BCI ITS 10d NOT REQ'D LVL/PSL HGLTV 16d 16d GLU-LAM HGLTV 16d 16d NOTES: 1. PROVIDE SKEWED AND SLOPED HANGER WHERE REQUIRED. 2. PROVIDE HANGER WITH ONE OR BOTH FLANGES CONCEALED WHERE REQUIRED. 3. SEE PLANS AND DETAILS FOR HANGER AT SPECIAL CONDITION. 4. PROVIDE APPROPRIATE FASTENER AT ALL FASTENER HOLES U.N.O. 5. FASTENER SIZES: 16d=0.162" DIA. X 3 1/2" LENGTH 10d=0.148" DIA. X 3" LENGTH, 10d X 1 1/2"=0.148" DIA. X 1 1/2" LENGTH 6. PROVIDE HANGERS AND FASTENERS WITH CORROSION PROTECTION APPROPRIATE FOR CONNECTION APPLICATION AND ENVIRONMENT. TYPICAL SIMPSON HANGER SCHEDULE 12 NO SCALE S D 1 2 1/2" MAX. DEPTH FOR 2X4 PLATE 3 1/2" MAX. DEPTH FOR 2X6 PLATE 1_�_5 1/2" MAX A N A Nror PROVIDE SIMPSON RPS22 STRAP AT EACH PLATE,TOP PLATE (2) MIN PER NOTCH—,,PER 6/SD1 , I I -1 1/2" 1 I MAX, TYP. II WALL FRAMING PER PLAN, TYP —PIPE AS OCCURS NOTE: DO NOT BORE HOLES OR CUT NOTCHES IN STRUCTURAL WALL PLATES GREATER THAN 1/3 THE PLATE WIDTH WITHOUT WRITTEN CONSENT FROM THE ENGINEER OF RECORD. TYPICAL TOP PLATE NOTCH DETAIL NO SCALE PER ARCH RAKED PLATE WHERE OCCURS.. I CS16 X 2X BLOCK FLAT, TYP LENGTH TOP PLATE PER 6/SD1 WALL FRAMING PER PLAN, TYP---- 1 /2 STRAP LENGTH SHEAR PLY PER WALL SCHEDULE "6" AT HEADER, TOP SHEAR PER TYPE TYP + +- ± -+ PLATE 6/SD1 EN SHEAR PLY AND NAILING EN PER PLAN 1 - EN, II Q ::II II + -+ + +- ± -+ II ---�T- . I■ II O _F-I- -T7---T— TYP STUD PER PLAN, DF#2 AT 16" O.C. U.N.O. ® +I 11 I + I I I+I SSTB24 10 SCREWS 6" " MIN II II II I I II II SSTB28 SSTB34 20 SCREWS HEADER 8d 0 12" O.C. PER SHEAR 260 II 4X6 BLK'G PER PLAN + WALL SCHED. 1+ 1 I+1 I TYP. AS REQ'D I°I I I - - - - - - �+ ~ I I -�~ - - EDGES, TYP II II II I CS16 STRAP RBC AT 1 —2 O.C. 1 EN, TYP POST AS REQ'D PER HOLDOWN 12d 0 5" O.C. 8d ® 4" O.C. 8d 0 12" O.C. A35 AT 1— 8p O.C. PER SHEAR SCHEDULE I+ ! WALL SCHED. 2'-0" MIN 2X MUDSILL I I I I I II II o 490 3 AB ® V-0" O.C. I I °I II II II 11 + I I I RBC AT 10" O.C. ►- I i� I I WALL SCHEDULE --I 8d 0 2" O.C. 8d 0 12" O.C. A35 AT V-0" O.C. 640 Oil II II II —°\j 11-- LL-- I°I —°--LL II I SILL PLATE AND AB SIZE/SPACING PER SCHED. I+ I HOLDOWN � + POST PER I- a 3 PER PLATRIMMERNS I I PLAN i� X � Mo KINGS/HOLDOWN POST PER PLAN SHEAR WALL WIDTH TYPICAL SHEAR WALL PORTAL DETAIL NO SCALE ALL NON -SHEAR WALLS AND NON-BEARING WALLS TO HAVE HILTI X-CP72 SHOT PINS PER ICC E" -Z-Y^ A T n A" f% SLAB -ON -GRADE PER PLAN 9 SDI WALL CONTINUES WHERE �. OCCURS PER PLAN (5) 16d +++ + + + + + + PARTIAL PLAN AT TOP PLATE CORNER AND TEE DBL 2X TOP PLATE ST126 STRAP, U.N.O., PER DETAIL BELOW ENTERED ON DISCONTINUITY STUD DIRECTLY UNDER SPLICE, TYP. TYPICAL TOP PLATE DISCONTINUITY (5) 16d AT CORNER OR INTERSECTING WALL 16d SINKERS AT 16" O.C. MIN. LAP LENGTH TYP 16d SINKERS AT 16" O.C. (12) MIN. BETWEEN SPLICES14'-0" 16d SINKERS AT 16" O.C. (12) MIN. BETWEEN SPLICES (12) MIN. BETWEEN SPLICES STUD DIRECTLY�/'-DBL 2X UNDER SPLICE, TYP. I, TOP PLATE - ] INTERSECTING WALL OR CORNER WHERE OCCURS TYPICAL TOP PLATE SPLICE TYPICAL TOP PLATE SPLICE DETAIL 6 NO SCALE S D 1 TOP PLATE PER 6/SD1 D A STUD WALL ELEVATION KEY 6" MAX STUD . ,CING -1 0in TRIMMER/S PER SCHEDULE TYP U.N.O. II Q ::II II © II ® . I■ II O ® •" II • STUD PER PLAN, DF#2 AT 16" O.C. U.N.O. ® POST PER PLAN WHERE OCCURS REQ'D BY II D A STUD WALL ELEVATION KEY (A) HEADER PER PLAN KING STUD/S TRIMMER/S PER SCHEDULE ® KING STUD/S PER SCHEDULE © A35 CLIP AT EACH SIDE OF POSTS AND MULTIPLE KING STUDS. USE A34 AT 4X WALLS ® BLOCK AT ALL SHEATHING SPLICES, AND AT 10'-0" MAX UNBRACED STUD LENGTH ® NAIL MULTIPLE TRIMMERS/KING STUDS TOGETHER WITH 16d AT 12" O.C. STAGGERED © STUD PER PLAN, DF#2 AT 16" O.C. U.N.O. ® POST PER PLAN WHERE OCCURS 2X WALL OPENING SCHEDULE (110 MPH, EXPOSURE C) OPENING WIDTH TRIMMER/S KING STUD/S UP TO 3'-0" (1) 2X (1) 2X UP TO 6'-0" (2) 2X 2 2X UP TO 10'-0" (2) 2X (2) 2X UP TO 18'-0" (2) 2X (3) 2X 11 TYPICAL NON-BEARING WALL DETAIL 8 TYPICAL STUD WALL ELEVATION 5 SDI NO SCALE �SD J NO SCALE SD1 CORNER WHERE OCCURS 5) 16d NAILS AT TOP PLATE PER 6/SD1 L PED CORNERS, TYP TOP PLATE PER 6/SD1 --E.N. I----- TYP +I II II I+I II _+ + E. N. I I TYP i +I I II II II II II 1+I 1+1 SHEAR PLY PER PLAN, OTHERWISE PROVIDE 3/8" MIN APA RATED PLY WITH 8d NAILS AT 6" O.C. CORNER WHERE OCCURS EDGES AND 12" O.C. FIELD TYPICAL OFFSET TOP PLATE DETAIL NO SCALE ' 10 SDI SHEAR PLY AND NAILING PER PL/ HD AND COMP PER SCHEDULE I CONTINUOUS WA WHERE OCCURS - EAR PLY AND 11MILING PER PLAN TYPICAL CORNER HOEDOWN DETAIL ( 7 NO SCALE S D I PROVIDE PANELS M FR, 1 /8 BLOCK AT AL 16" MAX SPACING - AS L rT- MINIMUM HOLDOWN POST SIZE DISTANCE FROM CENTER OF CONCRETE ANCHOR TO FACE OF POST CONCRETE ANCHOR TYPE HOLDOWN FASTENERS AT POST MINIMUM STEM WALL WIDTH SINGLE POUR CONDITION TWO POUR CONDITION HDU2 DBL 2X GAP BETWEEN I 11 I I°I II FIELD NAIL PER 6 SCREWS 6" HDU4 REQ'D BY II I I 11 II 11 I SHEAR WALL SCHED. SSTB24 10 SCREWS 6" " MIN II II II I I II II SSTB28 SSTB34 20 SCREWS 8" 8d 0 12" O.C. PER SHEAR 260 6 AB ®3 —9 O.C. 11 II II WALL SCHED. RBC AT 1 —8 O.C. AS REQ'D I°I I I I 1 11 8d 0 12" O.C. A35 AT 1 — 8p O.C. 350 EDGES, TYP II II II I COMPRESSION RBC AT 1 —2 O.C. 1 I t I I SHEAR PLY fj POST AS REQ'D PER HOLDOWN 12d 0 5" O.C. 8d ® 4" O.C. 8d 0 12" O.C. A35 AT 1— 8p O.C. PER SHEAR SCHEDULE AB 0 1 —3 O.C. ! WALL SCHED. 0 2X MUDSILL " 12d ®4 O.C. STUD I II II II A35 AT V-5" O.C. 490 3 AB ® V-0" O.C. I I °I II II II 11 1—USE 3X STUD AT I ABUTTING PANEL EDGES WHERE I REQ'D PER SHEAR II I I HOLDOWN PER I SCHEDULE I) RBC AT 10" O.C. I I WALL SCHEDULE --I 8d 0 2" O.C. 8d 0 12" O.C. A35 AT V-0" O.C. 640 ii II --�` II II II —°\j 11-- LL-- I°I —°--LL RBC AT 8 O.C. SILL PLATE AND AB SIZE/SPACING PER SCHED. FOUNDATION PER PLAN AX NOTE: STUD SPACING = 16" O.C., U.N.O. CORNER WHERE OCCURS TYPICAL SHEAR WALL ELEVATION NO SCALE 4 SDI AT EXISTING FOUNDATIONS AND AT MISSED AB PROVIDE 1/2 - DIAMETER /2"DIAMETER TITEN HD AT REQUIRED SPACING WITH 4" EMBED, 1 3/4" MINIMUM EDGE DISTANCE, 8" MINIMUM END DISTANCE, AND 8" MINIMUM SPACING. LOCATE AND AVOID ALL REINFORCING PRIOR TO DRILLING. INSTALL PER MANUFACTURER'S RECOMMENDATIONS 12" MAX 4'-0" MAX AT (3) STORY AND TALLER 5" MIN 6'-0" MAX AT 1 AND (2STORY PT DF -L (SEE SHEAR WALL SCHED.) SILL I I I I 7" MIN PLATE WASHER U -` 3" X 3" X .229", TYP MASA MASAP ANCHOR OPTION PER NOTE 4 / 1 /2" DIA AB WITH 2" HOOK, TYP FNDN PER PLAN GENERAL NOTES: 1.) SILL PLATE SHALL BE 2X PT DF -L UNLESS NOTED OTHERWISE IN SHEAR WALL SCHEDULE. 2.) PROVIDE (2) BOLTS MIN PER SILL PLATE. 3.) DIAGONALLY SLOTTED PLATE WASHERS WITH A MAXIMUM SLOT LENGTH OF 1 3/4" MAY BE USED WHEN A STANDARD CUT WASHER IS ADDED BETWEEN THE PLATE WASHER AND NUT. 4.) CONTACT SUMMIT STRUCTURAL DESIGN FOR MASA/MASAP ANCHOR OPTION IN LIEU OF ANCHOR BOLTS. 5.) AT SHEAR WALLS, PLATE WASHER MUST BE LOCATED 1/2" OR LESS FROM THE INSIDE FACE OF SHEATHING. TYPICAL FNDN ANCHOR BOLT DETAIL 3 NO SCALE LLD 1 HOLDOWN SCHEDULE (*SEE ALL NOTES BELOW*) "SIMPSON" HOLDOWN MODEL NUMBER MINIMUM HOLDOWN POST SIZE DISTANCE FROM CENTER OF CONCRETE ANCHOR TO FACE OF POST CONCRETE ANCHOR TYPE HOLDOWN FASTENERS AT POST MINIMUM STEM WALL WIDTH SINGLE POUR CONDITION TWO POUR CONDITION HDU2 DBL 2X 1 5/16" SSTB16 SSTB20 6 SCREWS 6" HDU4 DBL 2X 1 5/16" SST820 SSTB24 10 SCREWS 6" HDU8 6X6 1 3/8" SSTB28 SSTB34 20 SCREWS 8" GENERAL NOTES: 1.) HOLDOWNS SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. 2.) AT 3X MUDSILL USE SSTBL VERSION OF ANCHOR LISTED ABOVE. 3.) DOUBLE STUDS SHALL BE NAILED TOGETHER WITH 12d (DIA.=0.135") AT 6" O.C. STAGGERED. 4.) SEE DETAIL 7/SD2 FOR THICKENED FOOTING AT SSTB ANCHOR, WHERE REQUIRED. TYPICAL HOLDOWN SCHEDULE 2 NO SCALE v �3S �Dl PERMIT # o BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE DATE /D — �{— / BX�Q`_ SHEAR WALL LEGEND STRUCTURAL SHEAR WALL TYPE "N" FOR A MINIMUM N L=X' -Y LENGTH OF X'—Y" PER SCHEDULE BELOW. SHEAR WALL SCHEDULE - 3/8" THICK SHEATHING AND 16" O.C. STUD SPACING (*SEE ALL NOTES BELOW*) SHEAR MUDSILL THICKNESS SOLE PLATE PANEL EDGE PANEL FIELD "SIMPSON" ALLOW. WALL AND 1/2" DIAMETER NAIL SIZE NAIL SIZE NAIL SIZE A35 AND RBC LOAD TYPE ANCHOR BOLT SPACING AND SPACING AND SPACING AND SPACING CLIP SPACING (PLF) 2X MUDSILL 12d 0 7" O.C. 8d 0 6" O.C. 8d 0 12" O.C. A35 AT 2'-8p O.C. 260 6 AB ®3 —9 O.C. RBC AT 1 —8 O.C. 2X MUDSILL 12d 0 5" O.C. 8d 0 4" O.C. 8d 0 12" O.C. A35 AT 1 — 8p O.C. 350 4* AB ®2 9 O.C. RBC AT 1 —2 O.C. 2X MUDSILL 12d 0 5" O.C. 8d ® 4" O.C. 8d 0 12" O.C. A35 AT 1— 8p O.C. 380 4 AB 0 1 —3 O.C. RBC AT 1 —0 O.C. 0 2X MUDSILL " 12d ®4 O.C. " 8d ®3 O.C. " Sd ®12 O.C. A35 AT V-5" O.C. 490 3 AB ® V-0" O.C. RBC AT 10" O.C. 3X MUDSILL 12d 0 3" O.C. 8d 0 2" O.C. 8d 0 12" O.C. A35 AT V-0" O.C. 640 2 AB ®1 —9 O.C. RBC AT 8 O.C. GENERAL NOTES: 1.) WALL FRAMING: USE 2X OR WIDER DF—L STUDS (PER PLAN), SOLE PLATE, TOP PLATES, AND BLOCKING. USE PT DF—L MUDSILL PER SCHEDULE ABOVE. BLOCK ALL PANEL EDGES. 2.) SHEATHING: USE APA RATED (32/16 SPAN RATING) SHEATHING UNLESS NOTED OTHERWISE. EDGE NAIL PANELS AT ALL EDGES, TOP PLATES, SOLE PLATE, MUDSILL, POSTS, AND HOLDOWN COMPRESSION POSTS/STUDS. 3.) NAIL SIZES: 8d: 2 1/2" X 0.131" DIAMETER COMMON, OR 2 1/2" X 0.113" DIAMETER HDG BOX, 12d: 3 1/8" X 0.135" DIAMETER SINKER, 20d: 4" X 0.192" DIAMETER COMMON. DO NOT OVERDRIVE NAILS. STAGGER SOLE FASTENING AND PRE—DRILL PILOT HOLES (MAX 75% NAIL DIA) TO AVOID SPLITTING WALL ELEMENTS. 4.) AT SHEAR WALL TYPES "4", "3% AND "2" USE 3X NOMINAL FRAMING AT ABUTTING PANEL EDGES AND STAGGER NAILING. 5.) ALLOWABLE LOADS MAY BE MULTIPLIED BY 1.4 WHERE WIND LOADS GOVERN. TYPICAL SHEAR WALL SCHEDULEF_T� NO SCALE SDI , �WESS104q K. a �� 2 �No. 75688' * 6/ o/I6 s� CiVi\- q�FOF CAL�F�� 8/05/16 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE ONLY WITH THE ATTACHED STRUCTURAL CALCULATIONS 383 Rio Lindo Ave. Suite 200 Chico, CA 95926 P. 530.592.4407 SummitChico.com J Uj U U 0 O U_ = (,o U 00 � r"4 :7 z0 QJ t/i 0 U wm z� D >- Ln a-77 YO _U0 � / Q Q w U r REVISIONS: DATE: 8/05/16 SCALE: NTS DRAWN BY: RKB JOB NUMBER: 16-237 SHEET: SD1 FASTENING SCHEDULE (TABLE 2304.9.1) CONNECTION FASTENING~" LOCATION 1. JOIST TO SILL OR GIRDER 3 - 8d COMMON (2 1/2" X 0.131") F1.5 1'-6" 1'-6" 3 - 3" X 0.131" NAILS TOE NAIL 2'-0" 2'-0" 3 - 3" 14 GA. STAPLES F2.5 2. BRIDGING TO JOIST 2 - 8d COMMON (2 1/2" X 0.131') F3 3'-0" 3'-0" 2 - 3" X 0.131" NAILS TOE NAIL EACH END 2 - 3" 14 GA. STAPLES 3. 1" X 6" SUBFLOOR OR LESS TO EACH JOIST 2 - 8d COMMON (2 1/2" X 0.131") FACE NAIL 4. WIDER THAN 1" X 6" SUBFLOOR TO EACH JOIST 3 - 8d COMMON (2 1/2" X 0.131") FACE NAIL 5. 2" SUBFLOOR TO JOIST OR GIRDER 2 - 16d COMMON (3 1/2" X 0.162") BLIND AND FACE NAIL 6. SOLE PLATE TO JOIST OR BLOCKING 16d (3 1/2" X 0.135") AT 16" O.C. 3" X 0.131" NAILS AT 8" O.C. TYPICAL FACE NAIL 3" 14 GA. STAPLES AT 12" O.C. SOLE PLATE TO JOIST OR BLOCKING AT 3 - 16d (3 1/2" X 0.135") AT 16" O.C. BRACED WALL PANELS BRACED WALL PANEL 4 - 3" X 0.131" NAILS AT 16" O.C. 4 - 3" 14 GA. STAPLES PER 16" 7. TOP PLATE TO STUD 2 - 16d COMMON (3 1/2" X 0.162") 3 - 3" X 0.131" NAILS END NAIL 3 - 3" 14 GA. STAPLES 8. STUD TO SOLE PLATE 4 - 8d COMMON (2 1/2" X 0.131") 4 - 3" X 0.131" NAILS AT 8" O.C. TOE NAIL 3 - 3" 14 GA. STAPLES AT 12" O.C. 2 - 16d COMMON (3 1/2" X 0.162") 3 - 3" X 0.131" NAILS END NAIL 3 - 3" 14 GA. STAPLES 9. DOUBLE STUDS 16d (3 1/2" X 0.135") AT 24" O.C. 3" X 0.131" NAIL AT 8" O.C. FACE NAIL 3" 14 GA. STAPLE AT 8" O.C. 10. DOUBLE TOP PLATES 16d (3 1/2" X 0.135") AT 16" O.C. 3" X 0.131" NAIL AT 12" O.C. TYPICAL FACE NAIL 3" 14 GA. STAPLE AT 12" O.C. DOUBLE TOP PLATES 8 - 16d COMMON (3 1/2" X 0.162") 12 - 3" X 0.131" NAILS LAP SPLICE: 12 - 3" 14 GA. STAPLES 11. BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE 3 - 8d COMMON (2 1/2" X 0.131") 3 - 3" X 0.131" NAILS TOE NAIL 3 - 3" 14 GA. STAPLES 12. RIM JOIST TO TOP PLATE 8d (2 1/2" X 0.131") AT 6" O.C. 3" X 0.131" NAIL AT 6" O.C. TOE NAIL 3" 14 GA. STAPLE AT 6" O.C. 13. TOP PLATES, LAPS AND INTERSECTIONS 2 - 16d COMMON (3 1/2" X 0.162") 3 -3" X 0.131" NAILS FACE NAIL 3 - 3" 14 GA. STAPLES 14. CONTINUOUS HEADER, TWO PIECES 16d COMMON (3 1/2" X 0.162") 16" O.C. ALONG EDGE 15. CEILING JOISTS TO PLATE 3 - 8d COMMON (2 1/2" X 0.131") 5 - 3" X 0.131" NAILS TOE NAIL 5 - 3" 14 GA. STAPLES 16. CONTINUOUS HEADER TO STUD 4 - 8d COMMON (2 1/2" X 0.131") TOE NAIL 17. CEILING JOISTS, LAPS OVER PARTITIONS 3 - 16d COMMON (3 1/2" X 0.162") MIN, TABLE 2308.10.4.1 4 - 3" X 0.131" NAILS FACE NAIL 4 - 3" 14 GA. STAPLES 18. CEILING JOISTS TO PARALLEL RAFTERS 3 - 16d COMMON (3 1/2" X 0.162") MIN, TABLE 2308.10.4.1 4 - 3" X 0.131" NAILS FACE NAIL 4 - 3" 14 GA. STAPLES 19. RAFTER TO PLATE 3 - 8d COMMON (2 1/2" X 0.131") 5 - 3" X 0.131" NAILS TOE NAIL 5 - 3" 14 GA. STAPLES 20. 1" DIAGONAL BRACE TO EACH STUD AND PLATE 2 - 8d COMMON (2 1/2" X 0.131") 2 -3" X 0.131" NAILS FACE NAIL 3 - 3" 14 GA. STAPLES 21. 1" X 8" SHEATHING TO EACH BEARING 3 - 8d COMMON (2 1/2" X 0.131") FACE NAIL 22. WIDER THAN 1" X 8" SHEATHING TO EACH BEARING 3 - 8d COMMON (2 1/2" X 0.131") FACE NAIL 23. BUILT-UP CORNER STUDS 16d COMMON (3 1/2" X 0.162") 24" O.C. 3" X 0.131" NAILS 16" O.C. 3" 14 GA. STAPLES 16" O.C. 24. BUILT-UP GIRDER AND BEAMS 20d COMMON (4" X 0.192") AT 32" O.C. FACE NAIL AT TOP AND 3" X 0.131" NAILS AT 24" O.C. BOTTOMSTAGGERED ON 3" 14 GA. STAPLES AT 24" O.C. OPPOSITE ENDS 2 - 20d COMMON (4" X 0.192") FACE NAIL AT ENDS AND 3 - 3" X 0.131" NAILS AT EACH SPLICE 3 - 3" 14 GA. STAPLES 25. 2" PLANKS 16d COMMON (3 1/2" X 0.162") AT EACH BEARING 26. COLLAR TIE TO RAFTER 3 - 10d COMMON (3" X 0.148") 4 - 3" X 0.131" NAILS FACE NAIL 4 - 3" 14 GA. STAPLES 27. JACK RAFTER TO HIP 3 - 10d COMMON (3" X 0.148") 4 - 3" X 0.131" NAILS TOE NAIL 4 - 3" 14 GA. STAPLES 2 - 16d COMMON (3 1/2" X 0.162") FACE NAIL 3 - 3" X 0.131" NAILS 3 - 3" 14 GA. STAPLES 28. ROOF RAFTER TO 2X RIDGE BEAM 2 - 16d COMMON (3 1/2" X 0.162") 3-3"X0.131"NAILS TOE NAIL 3 - 3" 14 GA. STAPLES 2 - 16d COMMON (3 1/2" X 0.162") FACE NAIL 3 - 3" X 0.131" NAILS 3 - 3" 14 GA. STAPLES 29 -jO!ST TO BAND jO!ST 3 _ I.ca rnuM.CNI t3 1 /o" v n+ce"\ 4 - 3" X 0.131" NAILS FACE NAIL 4 - 3" 14 GA. STAPLES 30. LEDGER STRIP 3 - 16d COMMON (3 1/2" X 0.162") 4 - 3" X 0.131" NAILS FACE NAIL 4 - 3" 14 GA. STAPLES 31. WOOD STRUCTURAL PANELS AND PARTICLE BOARD' 1/2" AND LESS 6d' SUBFLOOR, ROOF AND WALL SHEATHING (TO FRAMING) 2 3/8" X 0.113" NAIL" 19/32" TO 3/4" 8d OR 6d' 2 3/8" X 0.113" NAIL! SINGLE FLOOR (COMBINATION SUBFLOOR-UNDERLAYMENT 7/8" TO 1" 8d° 1 1/8" TO 1 1/4" 10d° OR S S&TO FRAMING) 3/4" AND LESS 6d• 7/8" TO 1" 8d• 1 1/8" TO 1 1/4" 10d' OR 8d' 32. PANEL SIDING (TO FRAMING) 1/2" AND LESS 6d' 5/8" 8d' 33. FIBERBOARD SHEATHING' 1/2" No. 11 GAGE ROOFING NAIL" 6d COMMON NAIL (2" X 0.113") No. 16 GAGE STAPLE' 25/32" No. 11 GAGE ROOFING NAIL" 8d COMMON NAIL (2 1/2" X 0.131") No. 16 GAGE STAPLE' 34. INTERIOR PANELING 1/4" 4d' 3/8" 6d' a. common or box nous are permlttea to be usea except wnere Otherwise stated b. Nails spaced at 6 inches on center at edges, 12 inches at Intermediate supports except 6 inches at supports where spans are 48 inches or more. For nailing of wood structural panel and particleboard diaphragms and shear walls, refer to Section 2305. Nails for wall sheathing are permitted to be common, box or casing. c.Common or deformed shank (6d - 2" x 0.113"; 8d - 2 1/2" x 0.131"; 10d - 3" x 0.148") d. Common (6d - 2" x 0.113"; Bid - 2 1/2" x 0.131"; 10d - 3" x 0.148") e. Deformed shank (6d - 2" x 0.113"; 8d - 2 1/2" x 0.131"; 10d - 3" x 0.148") f. Corrosion -resistant siding (6d - 1 7/8" x 0.106"; 8d - 2 3/8" x 0.128") or casing (6d - 2" x .099"; 8d - 2 1/2" x 0.113") nail g. Fasteners spaced 3 inches on center at exterior ridges and 6 inches on center at intermediate supports, when used as structural sheathing. Spacing shall be 6 inches on center on the edges and 12 inches on center at intermediate supports for nonstructural applications. h. Corrosion -resistant roofing nails with 7/16 inch diameter head and 1 1/8 inch length for 1/2 inch sheathing and 1 3/4 inch length for 25/32 sheathing. 1. Corrosion -resistant staples with nominal 7/16 inch crown and 1 1/8 inch length for 1/2 inch sheathing and 1 1/2 inch length for 25/32 sheathing. Panel supports at 16 Inches (20 inches if strength axis in the long direction of the panel, unless otherwise marked). I Casing (1 1/2" x 0.080") or finish (1 1/2" x 0.072") nails spaced 6 inches on panel edges, 12 inches at intermediate supports. k. Panel supports at 24 inches. Casing or finish nails spaced 6 inches on panel edges, 12 inches at Intermediate supports. I. For roof sheathing applications, 8d noils (2 1/2" x 0.113") are the minimum required for wood structural panels. m. Staples shall have a minimum crown width of 7/16 inch. n. For roof sheathing applications, fasteners spaced 4 inches on center at edges, 8 inches at intermediate supports. o. Fasteners spaced 4 inches on center at edges, 8 inches at intermediate supports for subfloor and wall sheathing and 3 inches on center at edges, 6 inches at intermediate supports of roof sheathing. p. Fasteners spaced 4 inches on center at edges, 8 inches at intermediate supports. TYPICAL FASTENING SCHEDULE 10 NO SCALE SD2 CURB PER ARCH. CONTROL TOOL �.� JOINT 1/8" MIN (2) #4 6" MAX SLAB STEP WIDTH 1/4- MAX /CONTINUOUS SEE PLAN 1" DEEP MIN �/ SLAB EDGE ���_ 1111111 111111=��� (1) #4 CONT. #3 AT 12" O.C. IIIII I NATURAL 77 II o GRADE SEE I NOTE 3 PROVIDE 3/4" CHAMFER WHERE WALL ABOVE DIMENSIONS PER[/DOES NOT OCCUR, TYP ARCH MECH. PAD #4 CONTDIMENSIONS OR CURB PER ARCH TYP 1'-0" #4x4' -O" SEE AT 1'-6" O.C. NOTE 3 • #3 AT ��III 12" O.C. 1'-0" 2x4x2'-0 KEY TYP. SLAB #3 AT 1'-6" O.C. AT 3'-0" O.C. CONSTRUCTION REINFORCING 1,-0„ JOINT PER PLAN NOTES: 1. PREPARE SUBGRADE PER SOILS REPORT IF APPLICABLE. 2. SEE PLAN FOR RECOMMENDED SLAB REINFORCING. 3. MAY REDUCE DIMENSION TO 6" IF WALL ABOVE DOES NOT OCCUR. 4. GENERAL CONTRACTOR SHALL PROVIDE CONTROL AND CONSTRUCTION JOINT LAYOUT PLAN FOR ENGINEER'S REVIEW PRIOR TO CONCRETE PLACEMENT. TYPICAL SLAB -ON -GRADE DETAILS 9 NO SCALE SD2 THICKNESS 3" CLR_ 3" 3" C FTG TYPE PER PL 0 FORCE WITH #4 i" 0. C. E. W. TYPICAL SPREAD FOOTING SCHEDULE NO SCALE REINFORCIN SSTB PER PLAN, /SEE 2/SD1 FOR MORE INFO 3" M1 16" MIN TYPICAL THICKENED FOOTING AT SSTB NO SCALE 7 SD2 OST/MULTIPLE STUD GROUP PER PLAN P.T. DF SILL AND A.B. PER 3/SDi (6) 12d TOENAILS OR SLAB PER PLAN \\,., T (6) 16d END NAILS Q ..�-i O 3" CLR, TYP 19-0111 FOOTING PER 19-Q� PLAN WHERE OCCURS CONTINUOUS FOOLING PER 11/SD1 WHERE OCCURS P.T. DF SILL AND A.B. PER 3/SD1 \ SLAB PER PLAN\ FRAMING PER PLAN -(2) #4 T&B TYPICAL POST AT WALL DETAIL 6 TYPICAL INTERIOR FOUNDATION DETAIL 3 NO SCALE SD2 NO SCALE �D2 PROVIDE 6" MIN WIDTH STEM BEYOND CONCRETE 1/2" ISOLATION JOINT PER 4/SD2 WITH #4 TOP HOOKED AT SLAB -ON -GRADE CONCRETE EACH END AND #4 VERT 12" O.C., 1/2" LIP AT GARAGE PER PLAN SLAB -ON -GRADE (3) MIN PER WALL SEGMENT DOOR OPENING PER PLAN WHERE REQUIRED Oil 1/2- ISOLATION JOINT -: µ ;! • 1/2" ISOLATION I PAVEMENT AND SLOP JOINT BEYOND °O ° SUBGRADE BY OTHERS Z CONCRETE o o Qo SLAB -ON -GRADE ° NATURAL ° o o g o. o PER PLAN I GRADE LINE--- •�• o 12" MIN 1 1/2" (2) LAYERS OF I CLR • • BUILDING PAPER SPREAD FOOTING PER 3" CLR (2) #4 TOP AND PLAN WHERE OCCURS BOTT, CONT THIS LINE NOTE: SEE DETAIL 1 /SD2 FOR ADDITIONAL INFORMATION. TYP GARAGE DOOR OPENING FNDN DTL 5 TYPICAL FOUNDATION DETAIL 2 NO SCALE SD2 NO SCALE SD2 WALL FRAMING PER PLAN WALL FRAMING PER PLAN PERMIT# SHEAR PER PLAN PT DF SILL AND AB PER 3 SD1 PT DF SILL AND BUTTE COUNT) WHERE OCCURS - / AB PER 3/SD1 -SHEAR PER PLAN REVI 1/2" ISOLATION JOINT CONCRETE SLAB -ON -GRADE WHERE OCCURS CODE C DATE �' EN CONCRETE PER PLAN EN/1/4- ROUGHEN SURFACE SLAB -ON -GRADE AMPLITUDE 6" MIN PER PLAN - „ II ' • n SLOPE GRADE 8 MIN II #4 SLAB TiES MIN, 8" MIN LA`��CLR AWAY FROM FNDN"" � AT 4'-0" OC oO o '00 TYP GRADE AWAY SLOPE FINISHED • _ -, o 0 0 `o #4 AT 24" OC VERT, #4 ° a _ " I, I _ i_ _ _ T ._ I FROM FOUNDATION #4 AT 24" OC VERT, #4 I ° AT 18 OC HORIZ, WHERE " AT 18" OC HORIZ, WHERE - " STEM WALL HEIGHT > 1 -6 i MIN i " STEM WALL HEIGHT > V-6" „12 MIN #4 CONT TOP AND BOTT "12 MIN #4 CONT TOP AND BOTT 3" CLR, TYP �`-12",� SPREAD FOOTING PER 3" CLR, TYP12" SPREAD FOOTING PER PLAN WHERE OCCURS PLAN WHERE OCCURS NOTE: INCREASE FOOTING AND STEM WIDTH AS REQ'D AT THICKENED NOTE: SEE DETAIL 7 SD2 FOR ADDITIONAL INFORMATION. EXTERIOR WALLS PER PLAN, WHERE OCCURS. / TYP EXTERIOR GARAGE WALL FNDN DETAIL 4 TYPICAL SLAB FOUNDATION DETAIL 1 NO SCALE SD2 NO SCALE SD2 QRpVISS/0/ 9 Lj_j No. 756881 * 6/ 0/16 J'T C/V1�- gTFOF CAS\F 0� 8/05/16 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE ONLY WITH THE ATTACHED STRUCTURAL CALCULATIONS 1 383 Rio Lindo Ave. Suite 200 Chico, CA 95926 P. 530.592.4407 SummitChico.com W U U 1 O U `OU 00 rjZ z Q 7) 1 Q U LU Co Z 7.) r Z YO �-- U O5 cl:� G Q LL LJ..I U ?EVELOPMENT SERVICES WED FOR )MPLIANCE BY f/1-410 REVISIONS: DATE: 8/05/16 SCALE: NTS DRAWN BY: RKB JOB NUMBER: 16-237 SHEET: SD2 FOOTING SCHEDULE FOOTING TYPE DIMENSION A DIMENSION B, U.N.O. THICKNESS, U.N.O. F1.5 1'-6" 1'-6" 12" F2 2'-0" 2'-0" 12" F2.5 2'-6" 2'-6" 12" F3 3'-0" 3'-0" 12" TYPICAL SPREAD FOOTING SCHEDULE NO SCALE REINFORCIN SSTB PER PLAN, /SEE 2/SD1 FOR MORE INFO 3" M1 16" MIN TYPICAL THICKENED FOOTING AT SSTB NO SCALE 7 SD2 OST/MULTIPLE STUD GROUP PER PLAN P.T. DF SILL AND A.B. PER 3/SDi (6) 12d TOENAILS OR SLAB PER PLAN \\,., T (6) 16d END NAILS Q ..�-i O 3" CLR, TYP 19-0111 FOOTING PER 19-Q� PLAN WHERE OCCURS CONTINUOUS FOOLING PER 11/SD1 WHERE OCCURS P.T. DF SILL AND A.B. PER 3/SD1 \ SLAB PER PLAN\ FRAMING PER PLAN -(2) #4 T&B TYPICAL POST AT WALL DETAIL 6 TYPICAL INTERIOR FOUNDATION DETAIL 3 NO SCALE SD2 NO SCALE �D2 PROVIDE 6" MIN WIDTH STEM BEYOND CONCRETE 1/2" ISOLATION JOINT PER 4/SD2 WITH #4 TOP HOOKED AT SLAB -ON -GRADE CONCRETE EACH END AND #4 VERT 12" O.C., 1/2" LIP AT GARAGE PER PLAN SLAB -ON -GRADE (3) MIN PER WALL SEGMENT DOOR OPENING PER PLAN WHERE REQUIRED Oil 1/2- ISOLATION JOINT -: µ ;! • 1/2" ISOLATION I PAVEMENT AND SLOP JOINT BEYOND °O ° SUBGRADE BY OTHERS Z CONCRETE o o Qo SLAB -ON -GRADE ° NATURAL ° o o g o. o PER PLAN I GRADE LINE--- •�• o 12" MIN 1 1/2" (2) LAYERS OF I CLR • • BUILDING PAPER SPREAD FOOTING PER 3" CLR (2) #4 TOP AND PLAN WHERE OCCURS BOTT, CONT THIS LINE NOTE: SEE DETAIL 1 /SD2 FOR ADDITIONAL INFORMATION. TYP GARAGE DOOR OPENING FNDN DTL 5 TYPICAL FOUNDATION DETAIL 2 NO SCALE SD2 NO SCALE SD2 WALL FRAMING PER PLAN WALL FRAMING PER PLAN PERMIT# SHEAR PER PLAN PT DF SILL AND AB PER 3 SD1 PT DF SILL AND BUTTE COUNT) WHERE OCCURS - / AB PER 3/SD1 -SHEAR PER PLAN REVI 1/2" ISOLATION JOINT CONCRETE SLAB -ON -GRADE WHERE OCCURS CODE C DATE �' EN CONCRETE PER PLAN EN/1/4- ROUGHEN SURFACE SLAB -ON -GRADE AMPLITUDE 6" MIN PER PLAN - „ II ' • n SLOPE GRADE 8 MIN II #4 SLAB TiES MIN, 8" MIN LA`��CLR AWAY FROM FNDN"" � AT 4'-0" OC oO o '00 TYP GRADE AWAY SLOPE FINISHED • _ -, o 0 0 `o #4 AT 24" OC VERT, #4 ° a _ " I, I _ i_ _ _ T ._ I FROM FOUNDATION #4 AT 24" OC VERT, #4 I ° AT 18 OC HORIZ, WHERE " AT 18" OC HORIZ, WHERE - " STEM WALL HEIGHT > 1 -6 i MIN i " STEM WALL HEIGHT > V-6" „12 MIN #4 CONT TOP AND BOTT "12 MIN #4 CONT TOP AND BOTT 3" CLR, TYP �`-12",� SPREAD FOOTING PER 3" CLR, TYP12" SPREAD FOOTING PER PLAN WHERE OCCURS PLAN WHERE OCCURS NOTE: INCREASE FOOTING AND STEM WIDTH AS REQ'D AT THICKENED NOTE: SEE DETAIL 7 SD2 FOR ADDITIONAL INFORMATION. EXTERIOR WALLS PER PLAN, WHERE OCCURS. / TYP EXTERIOR GARAGE WALL FNDN DETAIL 4 TYPICAL SLAB FOUNDATION DETAIL 1 NO SCALE SD2 NO SCALE SD2 QRpVISS/0/ 9 Lj_j No. 756881 * 6/ 0/16 J'T C/V1�- gTFOF CAS\F 0� 8/05/16 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE ONLY WITH THE ATTACHED STRUCTURAL CALCULATIONS 1 383 Rio Lindo Ave. Suite 200 Chico, CA 95926 P. 530.592.4407 SummitChico.com W U U 1 O U `OU 00 rjZ z Q 7) 1 Q U LU Co Z 7.) r Z YO �-- U O5 cl:� G Q LL LJ..I U ?EVELOPMENT SERVICES WED FOR )MPLIANCE BY f/1-410 REVISIONS: DATE: 8/05/16 SCALE: NTS DRAWN BY: RKB JOB NUMBER: 16-237 SHEET: SD2 JOIST OR 2X BLOCK AT TRUSS PER PLAN, T)I _ BALLOON STUDS 48" O.C. TYP. —1 5/8 MIN. 16d AT AT 12" O.C. U.N.O. END DISTANCE 12" O.C. _ --1 5/8" MIN. END DISTANCE CONT. 2X6 SLOPED AT RAFTER PLANE WITH (3) 16d PER WALL STRAP AND STUD, 16" O.C. MAX NAILING PER --MID LENGTH BLK'G MID LENGTH BLK'G SCHEDULE PER SCHEDULE, TYP PER SCHEDULE. INCREASE BLOCK WIDTH AS REQ'D NOTE: STRAP ACROSS LEDGER DISCONTINUITIES WITH ST6224 STRAP. STRAP PERPENDICULAR STRAP PA RALLELTO 12 TYPICAL ROOF FRAMING DETAIL TO JOIST OR TRUSS JOIST OR TRUSS SD3 NO SCALE TYPICAL DRAG STRAP SPLICE DETAILS NO SCALE STRAP AND NAILING PER SCHEDULE SECOND STRAP AT LAP jEN WHERE OCCURS PLY AND NAILING PER PLAN 16d AT 12" O.0 BLK'G PER SCHEDULE JOIST OR TRUSS PER PLAN STRAP PARALLEL TO JOIST OR TRUSS STRAP AND NAILING PER SCHEDULE SECOND STRAP AT LAP /EN WHERE OCCURS PLY AND NAILING PER PLAN �l JOIST OR TRUSS PER PLAN 'BLK'G PER SCHEDULE STRAP PERPENDICULAR TO JOIST OR TRUSS TYPICAL DRAG STRAP DETAILS NO SCALE 11 SD3 TYPICAL DRAG STRAP SCHEDULE DRAG STRAP END/LAP END LENGTH SOLID LAP LENGTH LAP LENGTH MID LENGTH STRAP AND2X STRAP AND MARK REQ'D —MID LENGTH BLK'G BLOCKING - SHEATHING PER SWS TYPE BLOCK NAIL NAILING PER NAILING PER NAILING BLOCK PER SCHEDULE "6", TYP ENTIRE WALL QUANTITY SCHEDULE SCHEDULE QUANTITY —MID LENGTH BLK'G 16d 4X6 (50) 16d WATERPROOFING AND 8d, 4 1/2" O.C. 2X4 PER SCHEDULE, TYP CMSTCI6 1'-8" LAP LENGTH BLK'G/DRAINAGE BY OTHERS SINKER FLAT AT EACH STRAP FLAT PER SCHEDULE E.N. - 1 5/8" MIN. JOIST OR 1 5/8" MIN. E.N. PLY AT BLOCKS LAP LENGTH END DISTANCE TRUSS PER END DISTANCE BLK'G PER PLAN, TYP SCHEDULE—= LAP LENGTH END/LAP PER SCHEDULE LENGTH PER SCHEDULE JOIST OR 2X BLOCK AT TRUSS PER PLAN, T)I _ BALLOON STUDS 48" O.C. TYP. —1 5/8 MIN. 16d AT AT 12" O.C. U.N.O. END DISTANCE 12" O.C. _ --1 5/8" MIN. END DISTANCE CONT. 2X6 SLOPED AT RAFTER PLANE WITH (3) 16d PER WALL STRAP AND STUD, 16" O.C. MAX NAILING PER --MID LENGTH BLK'G MID LENGTH BLK'G SCHEDULE PER SCHEDULE, TYP PER SCHEDULE. INCREASE BLOCK WIDTH AS REQ'D NOTE: STRAP ACROSS LEDGER DISCONTINUITIES WITH ST6224 STRAP. STRAP PERPENDICULAR STRAP PA RALLELTO 12 TYPICAL ROOF FRAMING DETAIL TO JOIST OR TRUSS JOIST OR TRUSS SD3 NO SCALE TYPICAL DRAG STRAP SPLICE DETAILS NO SCALE STRAP AND NAILING PER SCHEDULE SECOND STRAP AT LAP jEN WHERE OCCURS PLY AND NAILING PER PLAN 16d AT 12" O.0 BLK'G PER SCHEDULE JOIST OR TRUSS PER PLAN STRAP PARALLEL TO JOIST OR TRUSS STRAP AND NAILING PER SCHEDULE SECOND STRAP AT LAP /EN WHERE OCCURS PLY AND NAILING PER PLAN �l JOIST OR TRUSS PER PLAN 'BLK'G PER SCHEDULE STRAP PERPENDICULAR TO JOIST OR TRUSS TYPICAL DRAG STRAP DETAILS NO SCALE 11 SD3 TYPICAL DRAG STRAP SCHEDULE DRAG STRAP END/LAP END LENGTH END LENGTH LAP LENGTH LAP LENGTH MID LENGTH MID LENGTH MARK REQ'D LENGTH NAIL BLOCK NAIL BLOCK NAILING BLOCK QUANTITY QUANTITY 16d 4X6 (50) 16d 4X8 8d, 4 1/2" O.C. 2X4 D CMSTCI6 1'-8" 1(25) SINKER I FLAT SINKER FLAT AT EACH STRAP FLAT NOTE: PROVIDE LAP NAILING OVER THE SPECIFIED LAP LENGTH AT EACH END OF EACH PIECE OF CONTINUOUS STRAP. CONTINUOUS STRAP AS REQ'D PER PLAN END MID LAP 4MID END LENGTFf LENGTH LENGTH LENGTH TYP. LENGTH 12 11 SD3 SD3 `\END NAILING LAP --- NAILING \END NAILING NAILING NAILING TYPICAL DRAG STRAP SCHEDULE F,0 NO SCALE SD3 HIP/VALLEY PER PLAN 16d AT 8" O.C.- STRONG-BACK BRACE PLAN SECTION --(:A CJ PER PLAN\ ++ SD3 PLY AND NAILING PER PLAN n I 6, MIN. 2 ,(5) 16d, TYP `A35 WALL / BEAM PER PLAN V'FY STUD DIRECTLY AT BRACE, TYP. TYPICAL HIP/VALLEY BRACE DETAIL g NO SCALE LSM ROOF PLY AND NAILING PER PLAN i+ (5) 16d NAILS ..,R—STRONG-BACK BRACE HIP OR VALLEY PER PLAN A PLAN SECTION A 16d AT 8" O.C. (5) 16d NAILS SOLID BLOCK EACH SIDE OF BRACE A35 CLIP, TYP ' SCJ PER PLAN BM OR WALL PER PLAN TYPICAL ROOF BRACE DETAIL NO SCALE 7 SD3 STRONG -BACK BRACE PLAN SECTION A RIDGE PER PLAN E.N. RAFTER PER PLAN ROOF SHEATHING 2X4 DF#2 RAFTER TIE AT PER PLAN EVERY RAFTER TO RAFTER (3) 16d CONN., 2'-0" O.C. MAX. (5) 16d NAILS AT 1 /4" CLR TYP EA. 2X TO RAFTER • CONN. TYP. / A \ RIDGE BRACE PER PLAN TYPICAL RIDGE DETAIL NO SCALE 6d AT 8" O.C. 2X SOLID BLOCK WITH NAILING TO MATCH SOLE ROOF PLY AND NAILING PER SHEAR WALL SCHED NAILING PER PLAN 1'-0" MAX 2'-0" E.N. FASCIA/SOFFIT ff BY OTHERS E.N. o'oYESSIK. pN9l E.N., TYP �No. 75688' 3) 16d TOENAILS cr_l* 6/30/16 J' CIV1� �P . �-9TFOF CAL�F��� 2X4 DF#2 FLAT \2X BLOCK AT 48" O.C. WITH 8/0$/16 OUTLOOKER AT 24" (4) 16d TOENAILS EACH END RAFTER THESE PLANS HAVE BEEN REVIEWED O.C., NOTCH RAFTER PER FOR COMPLIANCE ONLY WITH THE TO SEAT OUTLOOKER TO1 PLAN, ATTACHED STRUCTURAL / TYP P PLATE PER 6SD1 CALCULATIONS PLYWOOD AND NAILING 1 TO MATCH WALL BELOW. NOTCH PLY WALL FRAMING �� AROUND OUTLOOKERS= PER PLAN PROVIDE GAP BETWEEN PANELS AS REQ'D. BY MFR., 1/8" MIN 2X6 BRACE AT 4'-0" O.C. WITH (4) 16d NAILS EACH END E.N., TYP ---__�_ \ SCJ PER PLAN OR 2X DBL TOP PLATE GBC CLIP E.S. BLOCK AT 24" O.C. OF EA BRACE PER 6/SD1 PLYWOOD AND WALL FRAMING NAILING PER PLAN PER PLAN 6 TYPICAL GABLE END DETAIL ( 3 SD3 NO SCALE ROOF SHEATHING AND NAILING PER PLAN\ ��D DRAG STRAP AND BLOCK PER PLAN WHERE OCCURS N EN 383 Rio Lindo Ave. Suite 200 Chico, CA 95926 P. 530.592.4407 SummitChico.com SOLID BLOCK WITH NAILING TO MATCH SOLE NAILING PER SHEAR WALL SCHED. CONT. RAFTER 1 Uj U U DRAG TRUSS PER PLAN, TYP 1 Q 0 ALWAYS PROVIDE OPPOSING BRACES ADD 2X4 FLAT TO BRACES U BRACE PER 4/SD3, TYP LONGER THAN 6'-0" WITH -17 16d AT 12" O.C.< � U [ 2X6 BRACE AT 4'-0" WITH N z (4) 16d NAILS EACH END z 0 A34 E.S. CLIP & SPACING CJ PER PLAN, TYP -`SBM. PER PLAN PER SHEAR WALL SCHEDULE HGR PER SCHED. — �- UUj w2X BLOCKING AT 4'-0" O.C., z E.N. T&B, (3) 12d T.N. EA. END >- Ln Q \CJ PER PLAN OR \HGR PER SCHED. AT CJ, TYP (3) 16d T.N. EA BLOCK � z BLOCK AT 32" O.C., SHEAR PER PLAN - Ir O TYP WALL FRAMING PER PLAN U 0 Q TYPICAL BRACING DETAIL s SHEAR WALL DETAIL 2 -J NO SCALE SD3 NO SCALE SD3 Q W U VERTICAL BRACE WHERE OCCURS PERMIT # �o 2X RAFTER ROOF PLYWOOD PER PLAN PER PLAN BUTTE COUNTY DEVELOPME r SERVICES RAFTER PER PLAN CODE REVIEWED O 3E <` (5) 16d NAILS TYP. ROOF PLY AND NAILING PER PLAN DATE l0- V-A- 2X CONT. PURLIN W/ I PROVIDE 2X4 RAFTER (5) 16d NAILS TIES WITH (6) 16d EA. AT EA. BRACE END AT EA. RAFTER BLOCK AND E.N. AT "I" ALWAYS PROVIDE MIN, 2X6 BRACE AT SPACING WHERE RAFTERS RUN �/ REVISIONS: OPPOSING BRACES PER PLAN, 4'-0" O.C. MAX. PERPENDICULAR TO CJ'S �\ JOISTS, WHERE OCCURS 2 MIN., TYP (6) 16d ATEA 2X CJ/TIE -E.N., TYP 1 TO RAFTER CONNECTION 2X BLOCK 2X CLG. JOIST ° PER PLAN CEILING JOIST PER RBC CLIP PER FASCIA BY PLAN WHERE OCCURS. SHEAR WALL SCHEDULE, OTHERS (5) 16d NAILS PROVIDE SOLID WEB OTHERWISE 4'-0" O.C., TYP. E.N., H2.5T EA. RAFTER BACKING AT EACH TYP 2X STUDS AT 16" O.C. OR A35 CLIP SIDE OF "I" JOISTS TOP PLATE PER 6/SD1 DATE: 8/05/16 CEILING BEAM AS OCCUR PER MFR. AT ENTIRE —SHEAR PER PLAN RAFTER OVERLAP SCALE: NTS DRAWN BY: RKB WALL FRAMING PER PLAN NOTE: PURLIN SIZE SHALL MATCH RAFTER SIZE TYPICAL ROOF PURLIN DETAIL NO SCALE 4 SD3 TYPICAL EAVE DETAIL NO SCALE 1 SD3 JOB NUMBER: 16-237 SHEET: SD3 TITLE: 24 MANDATORY MEA5URF-5 G-7 BUILDINO ENVELOPE MEASURES I. DOORS AND WINDOWS BETWEEN CONDITIONED AND UNCONDITIONED SPACES SHALL BE MANUFACTURED TO LIMIT AIR LEAKAGE. 2. FENESTRATION PRODUCTS (EXCEPT FIELD -FABRICATED WINDOWS) SHALL HAVE A LABEL LISTING THE CERTIFIED U -FACTOR, CERTIFIED SOLAR HEAT GAIN COEFFICIENT (SHGG), AND INFILTRATION THAT MEETS THE REQUIREMENTS OF §10-III(o). 3. EXTERIOR DOORS AND WINDOWS SHALL BE WEATHER-STRIPPED; ALL JOINTS AND PENETRATIONS CAULKED AND SEALED. 4. INSULATION SPECIFIED OR INSTALLED SHALL MEET STANDARDS FOR INSULATING MATERIAL. INDICATE TYPE AND INCLUDE ON GF -(OR FORM. 5. THE THERMAL EMITTANGE AND SOLAR REFLECTANCE VALUES OF THE COOL ROOFING MATERIAL MEETS THE REQUIREMENTS OF §110.8(1) WHEN THE INSTALLATION OF A COOL ROOF IS SPECIFIED ON THE GF -IR FORM 6. A RADIANT BARRIER SHALL HAVE AN EMITTANGE OF 0.05 OR LE55 WHEN THE INSTALLATION OF A RADIANT BARRIER IS SPECIFIED ON THE CFIR. 7. LOOSE FILL INSULATION SHALL CONFORM WITH MANUFACTURER'S INSTALLED DESIGN LABELED R -VALUE EIREPLACE5, DECORATI\/E OAS APPLIANCES AND GAS LOG MEASURES: I. MASONRY OR FACTORY -BUILT FIREPLACES SHALL HAVE A OL05ABLE METAL OR GLASS DOOR COVERING THE ENTIRE OPENING OF THE FIREBOX. 2. MASONRY OR FACTORY -BUILT FIREPLACES SHALL HAVE A COMBUSTION OUTSIDE AIR INTAKE, WHICH IS AT LEAST SIX SOUARE INCHES IN AREA AND IS EQUIPPED w/ A READILY ACCESSIBLE, OPERABLE, AND TIGHT -FITTING DAMPER AND OR A COMBUSTION -AIR CONTROL DEVICE. 3. MASONRY OR FACTORY -BUILT FIREPLACES HAVE A FLUE DAMPER WITH A READILY ACCESSIBLE CONTROL. 4. CONTINUOUS BURNING PILOT LIGHTS AND THE USE OF INDOOR AIR FOR COOLING A FIREBOX JACKET, WHEN THAT INDOOR AIR 15 VENTED TO THE OUTSIDE OF THE BUILDING, ARE PROHIBITED. 51='A0E CONDITIONING WATER HEATING AND FLUMBINO SYSTEM MEASURES I. HVAC EOUIPMENT, WATER HEATERS, SHOWERHEADS, FAUCETS AND ALL OTHER REGULATED APPLIANCES SHALL BE CERTIFIED BY THE ENERGY COMMISSION. 2. WATER HEATER RECIRCULATION LOOPS SERVING MULTIPLE UNITS MEET THE AIR RELEASE VALVE, BACKFLOW PREVENTION, PUMP ISOLATION VALVE, AND RECIRCULATION LOOP CONNECTION REQUIREMENTS. 3. CONTINUOUSLY BURNING PILOT LIGHT5 ARE PROHIBITED FOR NATURAL GAS: FAN -TYPE CENTRAL FURNACES, HOUSEHOLD COOKING APPLIANCES (APPLIANCES w/OUT AN ELECTRICAL SUPPLY VOLTAGE CONNECTION w/ PILOT LIGHTS THAT CONSUME LE55 THAN 150 Btu/hr ARE EXEMPT), AND POOL AND SPA HEATERS. 4. HEATING AND/OR COOLING LOADS SHALL BE CALCULATED IN ACCORDANCE w/ ASHRAE, SMAGNA OR ACCA. 5. INSTALLED AIR CONDITIONER AND HEAT PUMP OUTDOOR CONDENSING UNITS SHALL HAVE A CLEARANCE OF AT LEAST 5' FROM THE OUTLET OF ANY DRYER VENT. 6. HEATING SYSTEMS SHALL BE EQUIPPED w/ THERMOSTATS THAT MEET THE SETBACK REQUIREMENTS OF SECTION 110.2(0). 7. STORAGE GAS WATER HEATERS RATED w/ AN ENERGY FACTOR NO GREATER THAN THE FEDERAL MINIMAL STANDARD SHALL BE EXTERNALLY WRAPPED W/ INSULATION HAVING AN INSTALLED THERMAL RESISTANCE OF R-12 OR GREATER. 8. UNFIRED HOT WATER TANKS, SUCH AS STORAGE TANKS AND BACKUP 5TORAGE TANKS FOR SOLAR WATER -HEATING SYSTEMS, HAVE R-12 EXTERNAL INSULATION OR R-16 INTERNAL INSULATION R -VALUE IS INDICATED ON THE EXTERIOR OF THE TANK. cl. FIRST 5 FT. OF HOT AND GOLD WATER PIPES CLOSEST TO WATER HEATER TANK, ALL PIPING WITH A NOMINAL DIAMETER OF 5" OR LARGER, ALL PIPING ASSOCIATED w/ A DOMESTIC HOT WATER RECIRCULATION SYSTEM REGARDLESS OF THE PIPE DIAMETER, PIPING FROM THE HEATING SOURCE TO STORAGE TANKS, PIPING BURIED BELOW GRADE, AND ALL HOT WATER PIPES FROM, THE HEATING SOURCE TO KITCHEN FIXTURES MUST BE INSULATED ACCORDING TO THE REQUIREMENTS TABLE 120.3-A. 10. ALL DOMESTIC HOT WATER PIPES THAT ARE BURIED BELOW GRADE MUST BE INSTALLED IN A WATER PROOF AND NON -CRUSHABLE CASING OR SLEEVE THAT ALLOWS FOR INSTALLATION, REMOVAL, AND REPLACEMENT OF THE ENCLOSED PIPE AND INSULATION. II, PIPE FOR COOLING SYSTEM LINES SHALL BE INSULATED AS SPECIFIED IN §150.0(J)2A. PIPING INSULATION FOR STEAM AND HYDRONIG HEATING SYSTEMS OR HOT WATER SYSTEMS WITH PRESSURE >15 p519 SHALL MEET THE REQUIREMENTS IN TABLE 120.3-A. 12. INSULATION SHALL BE PROTECTED FROM DAMAGE, INCLUDING THAT DUE TO SUNLIGHT, MOISTURE, EQUIPMENT MAINTENANCE, AND WIND. 13. INSULATION EXPOSED TO WEATHER SHALL EITHER BE RATED FOR OUTDOOR USE OR INSTALLED WITH A COVER SUITABLE FOR OUTDOOR SERVICE. 14. INSULATION L TION FOR CHILLED WATER PIPING AND REFRIGERANT SUCTION LINES SHALL INCLUDE A VAPOR RETARDANT OR BE ENCLOSED ENTIRELY IN CONDITIONED SPACE. 15. SYSTEMS USING GAS OR PROPANE WATER HEATERS TO SERVE INDIVIDUAL DWELLING UNITS SHALL INCLUDE: A 120V ELECTRICAL RECEPTACLE WITHIN 3' OF THE WATER HEATER; A CATEGORY III OR IV VENT, OR A TYPE B VENT WITH A STRAIGHT PIPE BETWEEN THE OUTSIDE TERMINATION AND THE SPACE WHERE THE WATER HEATER 15 INSTALLED; A CONDENSATE DRAIN THAT 15 NOT MORE THAT 2" HIGHER THAT THE BASE OF THE INSTALLED WATER HEATER, AND ALLOWS NATURAL DRAINING WITHOUT PUMP ASSISTANCE; AND A GAS SUPPLY LINE WITH A CAPACITY OF AT LEAST 200,000 BTU/HR. 16. RECIRCULATING LOOPS SERVING MULTIPLE DWELLING UNITS SHALL MEET THE REQUIREMENTS OF §I10.3(c)5 17. SOLAR WATER -HEATING SYSTEMS AND COLLECTORS SHALL BE CERTIFIED AND RATED BY THE SOLAR RATINGS AND CERTIFICATION CORPORATION OR BY A TESTING AGENCY APPROVED BY THE EXECUTIVE DIRECTOR. DUCTS AND FAN MEASURES: I. ALL AIR -DISTRIBUTION SYSTEM DUCTS AND PLENUMS INSTALLED, ARE SEALED AND INSULATED TO MEET THE REQUIREMENTS OF GMC, SECTIONS 601, 602, 603, 604, 605 AND AN51/5MAGNA-006-2006 HVAC DUCT CONSTRUCTION STANDARDS METAL AND FLEXIBLE 3rd ADDITION. SUPPLY -AIR AND RETURN -AIR DUCTS AND PLENUMS ARE INSULATED TO A MINIMUM INSTALLED LEVEL OF R-6.0 OR ENCL05ED ENTIRELY IN CONDITIONED SPACE AS CONFIRMED THROUGH FIELD VERIFICATION AND DIAGNOSTIC TESTING. CONNECTIONS OF METALS DUCTS AND INNER GORE OF FLEXIBLE DUCTS ARE MECHANICALLY FASTENED. OPENINGS SHALL BE SEALED w/ MASTIC, TAPE OR OTHER DUCT -CLOSURE SYSTEM THAT MEETS THE APPLICABLE REQUIREMENTS OF UL -181, UL 151A, OR UL I&IB OR AEROSOL SEALANT THAT MEETS THE REQUIREMENTS OF UL 723. IF MASTIC OR TAPE IS USED TO SEAL OPENINGS GREATER THAN Y4 INCH, THE COMBINATION OF MASTIC AND EITHER MESH OR TAPE SHALL BE USED. 2. BUILDING CAVITIES, SUPPORT PLATFORMS FOR AIR HANDLERS, AND PLENUMS DEFINED OR CONSTRUCTED w/ MATERIALS OTHER THAN SEALED SHEET METAL, DUCT BOARD OR FLEXIBLE DUCT SHALL NOT BE USED FOR CONVEYING CONDITIONED AIR. BUILDING CAVITIES AND SUPPORT PLATFORMS MAY CONTAIN DUCTS. DUCTS INSTALLED IN CAVITIES AND SUPPORT PLATFORMS SHALL NOT BE COMPRESSED TO CAUSE REDUCTIONS IN THE CRO55-5ECTIONAL AREA OF THE DUCTS. 3. FACTOR FABRICATED DUCT SYSTEMS SHALL COMPLY w/ SPECIFIED FOR DUCT CONSTRUCTION, AND CLOSURES; JOINTS AND 5EAM5 OF DUCT SYSTEMS AND THEIR COMPONENTS SHALL NOT BE SEALED w/ CLOTH BACK RUBBER ADHESIVE DUCT TAPES UNLE55 SUCH TAPE IS USED IN COMBINATION w/ MASTIC AND DRAW BONDS. 4. FIELD FABRICATED DUCT SYSTEMS SHALL COMPLY w/ REQUIREMENTS FOR DUCT CONSTRUCTION, CONNECTIONS, AND CLOSURES, AND OTHER REQUIREMENTS SPECIFIED FOR DUCT CONSTRUCTION DUCT INSULATION R -VALUE RATING; DUCT INSULATION THICKNESS; AND DUCT LABELING. 5. ALL FAN SYSTEMS THAT EXCHANGE AIR BETWEEN ORIGINAL CONDITIONED SPACE AND THE OUTSIDE SHALL HAVE BACK DRAFT OR AUTOMATIC DAMPERS. 6. GRAVITY VENTILATING SYSTEMS SERVING CONDITIONED SPACE SHALL HAVE EITHER AUTOMATIC OR READILY ACCESSIBLE, MANUALLY OPERATED DAMPERS EXCEPT COMBUSTION INLET AND OUTLET AIR OPENINGS AND ELEVATOR SHAFT VENTS. 7. INSULATION H L SHALL BE PROTECTED TE TED FROM DAMAGE, INCLUDINGA TH T DUE TO SUNLIGHT, LI HT MOISTURE EQ P UI MENT MAI TENA N NGE AND WIND BUTO N T LIMITED TO THE FOLLOWING; INSULATION EXPOSED TO WEATHER SHALL BE SUITABLE FOR OUTDOOR SERVICE. CELLULAR FOAM INSULATION SHALL BE PROTECTED AS ABOVE OR PAINTED WITH A COATING THAT 15 WATER RETARDANT AND PROVIDES SHIELDING FROM SOLAR RADIATION THAT CAN CAUSE DEGRADATION OF THE MATERIAL. 8. FLEXIBLE DU T G S CANNOT HAVE POROUS INNER GORES. a. WHEN SPACE CONDITIONING SYSTEMS USE FORGED AIR SYSTEMS TO SUPPLY CONDITIONED AIR TO AN OCCUPIABLE SPACE, THE DUCTS SHALL BE SEALED AND DUCT LEAKAGE TESTED, AS CONFIRMED THROUGH FIELD VERIFICATION AND DIAGNOSTIC TESTING, IN ACCORDANCE WITH REFERENCE RESIDENTIAL APPENDIX RA3. 10. MECHANICAL SYSTEMS THAT SUP I PLY AIR TD AN OCCUPIABLE SPACE THROUGH DUCTWORK EXCEEDING 10 IN LENGTH AND THROUGH A THERMAL CONDITIONING COMPONENT, EXCEPT EVAPORATIVE COOLERS, SHALL BE PROVIDED w/ AIR FILTERS DEVICES THAT MEET THE REQUIREMENTS OF §150.0(m)12. 11. SPACE CONDITIONING SYSTEMS THAT UTILIZE FORGED AIR DUCTS TO SUPPLY COOLING TO AN OCCUPIABLE SPACE SHALL HAVE A HOLE FOR THE PLACEMENT OF A STATIC PRESSURE PROBE (HSPP), OR A PERMANENTLY INSTALLED STATIC PRESSURE PROBE (P5PP) IN THE SUPPLY PLENUM. THE SPACE CONDITIONING SYSTEM MUST ALSO DEMONSTRATE AIRFLOW :s 0.58 W/CFM AS CONFIRMED BY FIELD VERIFICATION AND DIAGNOSTIC TESTING, IN ACCORDANCE w/ REFERENCE RESIDENTIAL APPENDIX RA3. 12. ZONALLY CONTROLLED CENTRAL FORGED AIR COOLING SYSTEMS SHALL BE CAPABLE OF SIMULTANEOUSLY DELIVERING, IN EVERY ZONAL CONTROL MODE, AND AIRFLOW FROM THE DWELLING, THROUGH AIR HANDLER FAN AND DELIVERED TO THE DWELLING, OF <- 350 CFM PER TON OF NOMINAL COOLING CAPACITY, AND OPERATING AT AN AIR -HANDLING UNIT FAN EFFICACY OF 50.58 W/CFM AS CONFIRMED BY FIELD VERIFICATION AND DIAGNOSTIC TESTING, IN ACCORDANCE WITH REFERENCE APPENDIX RA3. 13. ALL DWELLING UNITS SHALL MEET THE REQUIREMENTS OF A5HRAE STANDARD 62.2. NEITHER WINDOW OPERATION NOR CONTINUOUS OPERATION OF CENTRAL FORGED AIR SYSTEM AIR HANDLERS USED IN CENTRAL FAN INTEGRATED VENTILATION SYSTEMS ARE PERMISSIBLE METHOD OF PROVIDING THE WHOLE BUILDING VENTILATION. 14. WHOLE BUILDING VENTILATION AIRFLOW SHALL BE CONFIRMED THROUGH FIELD VERIFICATION AND DIAGNOSTIC TESTING, IN ACCORDANCE w/ REFERENCE RESIDENTIAL APPENDIX RA3.YAH RESIDENTIAL LIOHTINO MEASURES: I. INSTALLED LUMINARIES SHALL BE CLASSIFIED AS HIGH-EFFIGAGY OR LOW-EFFIGAGY FOR COMPLIANCE WITH §I50.O(k) IN ACCORDANCE WITH TABLE 150.0-A OR TABLE 150.OB, AS APPLICABLE. 2. WHEN A HIGH EFFICACY AND LOW EFFICACY LIGHTING SYSTEM ARE COMBINED IN A SINGLE LUMINAIRE, EACH SYSTEM SHALL SEPARATELY COMPLY WITH THE APPLICABLE PROVISIONS OF §150.0(k). 3. THE WATTAGE AND CLASSIFICATION OF PERMANENTLY INSTALLED LUMINARIES IN RESIDENTIAL KITCHENS SHALL BE DETERMINED IN ACCORDANCE w/ §130.0(c). IN RESIDENTIAL KITCHENS, THE WATTAGE OF ELECTRICAL BOXES FINISHED w/ A BLANK COVER OR WHERE NO ELECTRICAL EQUIPMENT HAS BEEN INSTALLED, AND WHERE THE ELECTRICAL BOX CAN BE USED FOR A LUMINAIRE OR A SURFACE MOUNTED CEILING FAN, SHALL BE CALCULATED AS 180 WATTS OR LOW EFFIGAGY LIGHTING PER ELECTRICAL BOX. 4. BALLASTS FOR FLUORESCENT LAMPS RATED 13 WATTS OR GREATER SHALL BE ELECTRONIC AND SHALL HAVE AN OUTPUT FREQUENCY NO LESS THAN 20 kHz. 5. PERMANENT N LY INSTALLED NIGHT LIGHTS AND NIGHT INTEGRAL TO INSTALLED LUMINAIRE OR EXHAUST FAN SHALL BE RATED TO CONSUME NO MORE THAN FIVE WATTS OF POWER PER LUMINAIRE OR EXHAUST FAN AS DETERMINED IN ACCORDANCE w/ §130.0(c). NIGHT LIGHT5 DO NOT NEED TO BE CONTROLLED BY VACANCY SENSORS. 6. LIGHTING INTEGRAL TO EXHAUST FANS, IN ROOMS OTHER THAN KITCHENS, SHALL MEET THE APPLICABLE REQUIREMENTS OF §150.0(1) 7. HIGH EFFICACY LUMINIAIRES MUST BE 5WITGHED SEPARATELY FROM LOW EFFICACY LUMINAIRES. 8. EXHAUST FANS SHALL BE 5WITGHED SEPARATELY FROM LIGHTING SYSTEMS. cl. LUMINAIRES SHALL BE 5WITGHED w/ READILY ACCESSIBLE CONTROLS THAT PERMIT THE LIMINAIRES TO BE MANUALLY SWITCHED ON AND OFF. 10. NO CONTROL SHALL BYPASS A DIMMER OR VACANCY SENSOR FUNCTION IF THE CONTROL IN INSTALLED TO COMPLY w/ §150.0(k). II. LIGHTING CONTROLS COMPLY w/ APPLICABLE REQUIREMENTS OF §110.cl. 12. AN ENERGY MANAGEMENT CONTROL SYSTEM (EM05) MAY BE USED TO COMPLY w/ DIMMER REQUIREMENTS IF; IT FUNCTIONS AS A VACANCY SENSOR. 13. A MULTI5CENE PROGRAMMABLE CONTROLLER MAY BE USED w/ DIMMER REQUIREMENTS IF IT PROVIDES THE FUNCTIONALITY OF A DIMMER. 14. A MINIMUM OF 50 PERCENT OF THE TOTAL RATED WATTAGE OF PERMANENTLY INSTALLED LIGHTING IN KITCHENS SHALL BE HIGH EFFICACY. 15. KITCHEN LIGHTING INCLUDES ALL PERMANENTLY INSTALLED LIGHTING IN THE KITCHEN EXCEPT INTERNAL LIGHTING IN CABINETS THAT ILLUMINATE ONLY THE INSIDE OF CABINETS. LIGHTING IN AREAS ADJACENT TO THE KITCHEN, INCLUDING BUT NOT LIMITED TO DINING AND NOOK AREAS, ARE CONSIDERED KITCHEN LIGHTING IF THEY ARE NOT SEPARATELY 5WITGHED FROM THE KITCHEN LIGHTING. 16. PERMANENTLY INSTALLED LIGHTING THAT IS INTERNAL TO CABINETS SHALL USE NO MORE THAN 20 WATT5 OF POWER PER LINEAR FOOT OF ILLUMINATED CABINET. 17. A MINIMUM OF ONE HIGH EFFICACY LUMINAIRE SHALL BE INSTALLED IN EACH BATHROOM; AND ALL OTHER LIGHTING INSTALLED IN EACH BATHROOM SHALL BE HIGH EFFICACY OR CONTROLLED BY VACANCY SENSOR. 18. PERMANENTLY INSTALLED LUMINAIRES IN ATTACHED AND DETACHED GARAGES, LAUNDRY ROOMS, AND UTILITY ROOMS SHALL BE HIGH EFFICACY, AND CONTROLLED BY VACANCY SENSORS. la. PERMANENTLY INSTALLED LUMINAIRES LOCATED IN ROOMS OR AREAS OTHER THAN KITCHENS, BATHROOMS, GARAGES, LAUNDRY ROOMS, AND UTILITY ROOMS SHALL BE HIGH EFFICACY LUMINAIRES, OR CONTROLLED BY EITHER DIMMERS OR VACANCY SENSORS. 20.LUMINAIRE5 RECESSED INTO INSULATED CEILINGS SHALL BE LISTED FOR ZERO CLEARANCE INSULATION CONTACT (IC) BY UNDERWRITTEN LABORATORIES OR OTHER NATIONALLY RECOGNIZED TESTING/RATING LABORATORY; AND HAVE A LABEL THAT CERTIFIES THE LUMINAIRE 15 AIRTIGHT WIT AIR LEAKAGE LESS THEN 2.00FM AT 75 PASCALS WHEN TESTED IN ACCORDANCE WITH ASTM E2&3; AND BE SEALED WITH A GASKET OR CAULK BETWEEN THE LUMINAIRE HOUSING AND CEILING. FOR RECESSED COMPACT FLUORESCENT LUMINAIRES w/ BALLASTS TO QUALIFY AS HIGH EFFICACY. 21. LUMINAIRES PROVIDING OUTDOOR LIGHTING, INCLUDING LIGHTING FOR PRIVATE PATIOS IN LOW-RISE RESIDENTIAL BUILDINGS WITH FOUR OR MORE DWELLING UNITS, ENTRANCES, BALCONIES, AND PORCHES, WHICH ARE PERMANENTLY MOUNTED TO A RESIDENTIAL BUILDING OR TO OTHER BUILDINGS ON THE SAME LOT SHALL BE HIGH EFFICACY. EXCEPTION I: PERMANENTLY INSTALLED OUTDOOR LOW EFFICACY LUMINAIRES SHALL BE ALLOWED PROVIDED THAT THEY ARE CONTROLLED BY A MANUAL-ON/OFF 5WITGH, A MOTION SENSOR NOT HAYING AN OVERRIDE OR BYPASS 5WITGH THAT DI5ABLE5 THE MOTION SENSOR, AND ONE OF THE FOLLOWING CONTROLS: A PHOTOGONTROL NOT HAVING AN OVERRIDE OR BYPASS 5WITGH THAT DISABLES THE PHOTOGONTROL; OR AN ASTRONOMICAL TIME CLOCK NOT HAVING AN OVERRIDE OR BYPASS 5WITGH THAT DISABLES THE ASTRONOMICAL TIME CLOCK; OR AN ENERGY MANAGEMENT CONTROL SYSTEM (EMG5) NOT HAVING AN OVERRIDE OR BYPASS 5WITGH THAT ALLOWS THE LUMINAIRE TO BE ALWAYS ON. EXCEPTION 2: OUTDOOR LUMINAIRES USED TO COMPLY WITH EXCEPTIONAL MAY BE CONTROLLED BY A TEMPORARY OVERRIDE 5WITGH WHICH BYPA55E5 THE MOTION SENSING FUNCTION PROVIDED THAT THE MOTION SENSOR IS AUTOMATICALLY REACTIVATED WITHIN SIX HOURS. 22. INTERNALLY ILLUMINATED ADDRESS SIGNS SHALL COMPLY WITH SECTION 140.8; OR SHALL CONSUME NO MORE THAN 5 WATTS OF POWER. 23. LIGHTING FOR PARKING LOTS AND CARPORTS WITH A TOTAL OF 8 OR MORE VEHICLES PER 51TE SHALL COMPLY WITH THE APPLICABLE REQUIREMENT5 IN SECTIONS 130, 132, 134, AND 147. LIGHTING FOR PARKING GARAGES FOR & OR MORE VEHICLES SHALL COMPLY WITH THE APPLICABLE REOUIREMENT5 OF SECTIONS 130, 131, 134, AND 146. 24. PERMANENTLY INSTALLED LIGHTING IN THE ENCLOSED, NON DWELLING SPACES OF LOW-RISE RESIDENTIAL BUILDING WITH 4 OR MORE DWELLING UNITS SHALL BE HIGH EFFICACY LUMINAIRES. EXCEPTION: PERMANENTLY INSTALLED LOW EFFICACY LUMINAIRES SHALL BE ALLOWED PROVIDED THAT THEY ARE CONTROLLED BY AN OCCUPANT 5EN50R(5) CERTIFIED TO COMPLY WITH THE APPLICABLE REQUIREMENTS. SOLAR READY BU I LD I NGS: I. THE MAIN ELECTRICAL SERVICE PANEL SHALL HAVE A MINIMUM BUSBAR RATING OF 200 AMPS. 2. THE MAIN ELECTRICAL SERVICE PANEL SHALL HAVE A RESERVED SPACE TO ALLOW FOR THE INSTALLATION OF A DOUBLE POLE CIRCUIT BREAKER FOR A FUTURE SOLAR ELECTRIC INSTALLATION. THE RESERVED SPACE SHALL BE: POSITIONED AT THE OPPOSITE (LOAD) END FROM THE INPUT FEEDER LOCATION OR MAIN CIRCUIT LOCATION, PERMANENTLY MARKED AS "FOR FUTURE SOLAR ELECTRIC". 2013 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. 4.106.4.1- Electric Vehicle (EV) charging - For new constructed dwelling units, 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". 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 - Urinals flush volume shall not exceed O.S 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 1.5 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 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. 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 50% - A minimum of 50% of the construction waste generated at site i iv s diverted to recycle or salvage. 4.408.2 Construction Waste Management Plan - Submit a construction waste management plan meeting items 1-5 in Section 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 e documentatio n that diverted construction and demolition waste materials meet the requirements in Section 4.408.1. 4.408.4 - Waste Stream Reduction Alternative - Generate a total combined weight of construction and demolition waste disposed in landfills that is equal to or less than 4 lbs per sq. ft. of the building area. 4.408.4.1- Waste Stream Reduction Alternative (High -Rise Residential) - Generate a total combined weight of construction and demolition waste disposed in landfills that is equal to or less than 2 lbs per sq. ft. of the building area. 4.410.1- Operation & Maintenance Manual - An operation and maintenance manual shall be provided to the building owner or occupant. 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 Phase II emission limits where 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. 4.504.2.2 - Paints and Coatings - Shall be compliant with VOC 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 ACCA Manual J or equivalent. 2. Size duct systems according to ACCA 29-D (Manual D) or equivalent. 3. Select heating and cooling equipment according to ACCA 36-S (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, inspection reports, or other methods of acceptable to the enforcing agency which show substantial conformance. TA PLE 4.504.1 ADI-IES1VE VOC 0A[T1,2 L W4 t ;�l d I � , Ex�tit► C I � ,tJri rC Irl Glta� )� . nor Ht.5N AP TION CUPPF14TVnCLIMIT IrK+xircrlr tcldhi-si -cs s, Calk,1 xid;. dhl nives Tyr.` t_�IJl,:l�lnr ccli t'! ntillit'�1'vL"�a l�wi`I k�rl�rnlli 2Y) Rvft ic^r floor QdI K-05 (; �.' �ttis t .► �` SE&LANT P'Pl1 EI S wtJ� VIC'T rind rns.h=ill iib_`ndlloki vvs 5tr L�yvw11 oto pane! tY 1) kfi iv" K �v"1 "VILIIli .iJ *COri-&Fiction ndlill-, o 70 Strucmiral ^I.17:ine akfhc-_-Nis 1(0 Sin�1!2- l v rr.rif w',mhrm.,.-. a:: 4--iives mil 011wr ndl°lsiw---� not wcitimll ° WtM------------------ 1710 WLTY APPLIC471 N �GC Pvc ".%vidinn 510 'PVC Wield inff .11-10 ABS u-ol=:Brig -, -13 fitJf:liccx-Tir1ilt Nvs ldiflN, -150 Adllwr i vc- rirn r F+ir i asi l c _550 ;moi It,_ i4 , of _Ir, k ci7-nt l-1 adhht: �iv-� Stmichllr2il 5i•otA Jrnewhera.Jlic"5:i-,v (t+t T:, . a, rid t6rp. he i"!R . X50 "Ill BF TRATE PE IFIG .4PPLI 87I01l`1'- -:D f rraptlicHirt cafi,1� Ii'�ninti'� Pl nt:til 1� -nn-is POI` 'Lid 1113tCri3I lC:Xd: t: ! Ltk t I1 a1 W` nd hdil Irial nn�iiiit-:;tl tnceccolily Ti 1'-ri las wil 1. Tf an adbc-si,-e i�: u s d t,, di n ill,�r° svhstral,2s d*, th�cr. the adl-p�siv �uritrr th- h iabcsf,'VOC +:antm shall N al1ceme& Tior:iklditirm. it in►"--1:rmatii:�n n2 arding rnielhokt: to n-1•za-.urs the'VOC crInte nt spc ifiod in IItb: to Me. sty: &-�uth® Cow :Airr Q wilite" Di-,t6:t TABLE 45 D 4 , 2 U AL `J YQQ L.IF117 Lps-q WaV r rind L! ,& EximiptQmpo, and s in Grnnis Tater Lit -or ';.� L,41`4TS CUPF1ENT VOC LIMIT ��r� flitrcttlr�il �"•" l'�1i lirl�.' d��,�►b Tyr.` Ilio n n1 � m l -,ins- tom, i VQ lcodlrvay 2Y) indc,l..r"-x)"nieirthfarr, Jvl �.' �ttis t .► �` SE&LANT P'Pl1 EI S wtJ� D=h irc,i: b ll -til Non F-voi is PI1rn1.1.`: Y) e' It 5 y�5`tl 1:� If t�l� Nti 7 Wi r�11 Bi ill inliril')US o-,),"1 'gill'-rs TABLE 4.504.1 V C CO�UFNT LIPAITS FOR AR.CHITECTURAL O T NG :;" Gra nn of VO r LiIPI Of Coitinin, r,WITIN01 C 4TDfl0P7 E'FFECTI'VE Jif20t0 EFFECTIVE 1IV20 21 [Tat C'nat. i 11,7 50 llontlit ! tln ' VQ MW ium Ue r1.=airv" fit -k- rN ky 11.1 1 Thin rint ultclr_'n�,it*4" 0.11,11 1;FECI41TY C OATIFG'; .Al n nnni ntt in tur=f +pontio-,. ,; wtJ� i p_i i�ilry r nnfii 111117) 1.".siJT'xv,ftnenl ki ni no", r+,-4 et,AtIUS �71 o u Bi ill inliril')US o-,),"1 'gill'-rs _,Y1 B?nd hren wi 3--? O �GC Ochi vete4flimwtirz= I 0 � 1-11 n e i1`»::r"c F -i CU V1 �r.�" 1111 L-A, Rini :}i 11:1.!2 �`-itin; ;moi Tl":nrJ? 00 M R-4 - n I -W Ii?�,-� c-0in '0IIitS -:D f rraptlicHirt cafi,1� Ii'�ninti'� 111 ti tem e ri tii rP_ CO.Sti1 i " a1 hdil Irial nn�iiiit-:;tl tnceccolily ? t Low &[rcy(ttipsI iIT) 1.1:i2 itesi f o,-menI cr�atf n,r- 45) hlm,ff- textme vlinliluts 11-01 Mor')lli cie�fnk lcNj mfifi� i6 14111ticol"- ketiu-S 2 ! Pietre:JtJ v' aIw30i p6mers: ?' L'rin��r�, �>�°�;r� 1Jn� ttilsl6�rcr'it�ci: 1f1` (!,�;irt�A� �f�tr�,t�nb* seo'1�•r-s ��; R C', Cled c r)11I i_11^ 29) Rc; 7If (,:A 11 n - Riau r. ".xili,lf"I'. crcffri.' _41-0 250 t? it la [twdJ 730 S,Xi"dt'P prirnerg. ;enleraa 3__A0 lriil t,--1 t�,3 misfit+l:0,1nt 490 wjmrnirna rool Mtin !t „ Tof file mJftirr,� (7-_oiinI's lir` TO h ryii€,l tills fefwi�h i:>4? 6iij% �Z f V r44, ro+ftn Jnr,lil+rainei �+ iw-rig.;rl p rYtntrs fi) 1. Crnrns ot'VOC pmr I11c r of cnat in . incicldi ng a J.tYr and in -I li;ding. esnernllt coni P�ncl�;. 2. Tii.-2kxiirkdIimit;Remaininefle tuns,-:4limits;rr_listed inss.ihs- rii.Jm collurnns, in tll-r' t,Jhl,�., 3. ',)lues in t4is 1x1-+71; ari: el: 0vcNj fi„m tlirtiss2, Tcxi11zcl by t1v Cil 3 AJr P e,,;,7vjri Roan -1, Ar�7,hitect uri I Coatings Sug est A] Conwil Nlczisure, tthrtiarti` 1. 2'"(18. Mor is zi,-jilah[c from tie Air- TAPLE a.sna: FOR, "v ALD'I7" 1)E LINUT t 7.1a itJcium Forr�niclehv& Ernie-.ionr in Par i- o -r 1.1'illir i PR [li T IMPOATL114IT T1lar&vnf,el livwc[-.­.l,wno rcr_7r.'�q Ri rt ila t,A-11-,:i rd n,( MW ium Ue r1.=airv" fit -k- rN ky 11.1 1 Thin rint ultclr_'n�,it*4" 0.11,11 1. ' alu s in th i, tibile ars +d riwl frM tra tbcx c if . cl 1?y ilii. c ali CQrnia. �k it Broard. Air Toxics 17"-gitrnl ht=wa �iiw_ .fcv Cote po%it: 3Vrlod as to, -z4 1 in accordanc `with A:ST1a'3 E 1. 33. Vor odditklnn a1 irtfc7rrr� iri 'n 171,3-?ct~iors, °.#`3 1'.2_11 t':hrou 'h9. 2 PrAMIT #_r✓LYS:" - -- - - BUTTE COUNTY DEVELOPMENT OERVI(Xt REVIEWED FOR CODE COMPLIANCE DACE '- ey NOTA: THE PROJECT MANACER OR GENERAL GONTRAGTOR WILL BE THE RESPONSIBLE PERSON TO GOLLEGT AND PROVIDE VERIFICATION OF GALOREEN GOMPI�IANGE TO THE BUILDING INaPEGTOR PRIOR TD BUILDING SINAL. Revision: I Date: I By: Cf] n 4 a0 V1 W � W c11 Q\ � V ~ O o u � I� U O �GC W � W F -i CU V1 L-A, M T V 00 M Cf] V1 W � W O I� rt' W F -i CU V1 L-A, 0 No. 2 4831) 1h tom\ REN. k/171 0 RE51 MENTI AL CALOREEN MANDATORY MEA5URE5 Date 2016 Scale Drawn Job Sheet COfSheets i 14 o 0