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HomeMy WebLinkAboutB16-1110 039-610-00528'-0" BUTTE COUNTY AUG 01 2016 DEVELOPMENT SERVICES 21 (,_))o SCALE: 114"- 1'-O" (E) FLOOR_ I_AN NOTES: 1.) AUTOMATIC RESIDENTIAL FIRE SPRINKLERS ARE REQUIRED A5 PER SECTION R315.5 OR NFPA 1 3D. DESIGN 13Y_OTHER5. 5EPARATEPERMILBEQUIRED. 2.) SUBMIT FINAL CONSTRUCTION WASTE MANAGEMENT REPORT TO THE BUILDING DEPARTMENT PRIOR TO FINAL INSPECTION. 3.) PLATE HEIGHT 15 10. 4.) TYPICAL WALL FRAMIN(5: EXTERIOR WALLS: 2"x4' DF STUDS o 16" c/c INTERIOR WALLS: 2'x4" OF STUDS 0 1 6' C/C 6'-4' x 5/12I SCALE: 1/5"- 1'-0" 1) (E) ROOF COVERING 15 METAL ROOFING. 2) ROOF PITCH 15 5:12, TYPICAL. 3) ROOF OVERHANG IS 36" AT OVERHANG d 30" AT GABLE ENDS. 4) ROOF FRAMING 15 (E) TRUSSES AT 24" G/C. TT10/ENTILATI0N C LCUL j T,MON5 1232 SOFT OF ATTIC, _150 DIVIDED BY 150 8.21 SOFT OF REQUIRED NET FREE VENTILATION AREA (NFVA) ' R EGL N6LE_6ABLF:EN D_/ EN T5 _5.50 SOFT - (2) 30'x30" GABLE END VENT (396 50 IN EACH) - 2.150 SOFT BY BUILDERS EDGE OR EQ. 5.50 SOFT OF UPPER NFVA RECTANGULAR SAVE VENTS 4,45 5QFT - 0 0 5 1/2"X22 1 /2' EAVE VENT5 (40 50 IN EACH) - 0.218 SOFT BY CONSTRUCTION METALS OR EQUAL 4.45 SOFT OF LOWER NFVA - 9.45 TOTAL SOFT OF VENTS (NFVA) PROVIDErTHE}'$0VEj,�TT1GsV�NTS NOTE: CONFIRM THAT ROOF HAS PROPER VENTILATION. :C � ou>�P TT, z L SCALE: 1/5"- 1'-O" (E) SLAB -ON -GRADE W/ #3 REBAR o 15" C/G EACH WAY (E) FOOTINGS ARE 1 2" WIDE X 12" DEEP FOOTING W/ #4 REBAR o TOP d BOTTOM. KEVIN AVILA (530) 588-5682 CELL EMAIL ADDRESS: KAvlIaO44oYahooxom ROOF PLY 1 115"X 1 1 /8" ANGLE W/ (2) 114"X 2' LONG -- LAG BOLTS INTO TOP ROOFING MEMBER - TYPICAL. 45 deg SEISMIC, RESTRAINTS (4) 11 DIRECTIONS. ANGLE IN/ NUTS E WASHERS. 1. FURNACE SHALL BE LOCATED WITHIN 20' OF THE ATTIC, ACCESS. 2. PROVIDE A WORK PLATFORM 30" WIDE IN FRONT OF THE ENTIRE FIREBOX SIDE 3. PROVIDE PERMANENT ELECTRICAL OUTLET, A LIGHT 5WITCHED AT THE ATTIC ACCESS, AND A FUEL GAS STUB SHALL BE PROVIDED NEAR THE FURNACE. HVAC CONNECTION DETAIL SCALE: 1/2'- V-0' 1 1 A SG_ffA55AG1=WAY: PROVIDE UNOBSTRUCTED, SOLID FLOOR NOT LESS THAN 24' WIDE x LESS THAN 20' IN LENGTH, FROM ACCESS TO HVAC UNIT. 2015 GMC, SECTION 904.1 1.8. 1 in ■ ■ i 'd. y LANDINGS: THE LANDING AT AN EXTERIOR DOORWAY SHALL NOT BE MORE THAN 1.15 INGHE5 BELOW THE TOP OF THE THRESHOLD. CRO D R311.5.2. 28'_ CON0.5TOOP 5'-4' 'i'-1 O' p DIREGT014 14'- 0" OF TRAVEL) L N9vZ (E) 5' SHEAR WALL 44 �Y /REMOVE (E) DOOR tq� / HB �.� � p THEA ER GS�'S•' ABOVE 6080 A w1 [E) 8' SHEAR WALL JV` o" s4mry tq� DATE: 6.) PLUMBING, SPRINKLER, AND MECHANICAL �tIR NIT% ;,; 1/15/2016 d 2 POLES 6 L-4.0' GI -ASS DOOR ■ TYPICAL m DIMENSION NOTE: 7.) DO NOT REMOVE OR MODIFY SUPPORT MEMBERS OR SEISMIC, RESTRAINTS (4) 11 DIRECTIONS. ANGLE IN/ NUTS E WASHERS. 1. FURNACE SHALL BE LOCATED WITHIN 20' OF THE ATTIC, ACCESS. 2. PROVIDE A WORK PLATFORM 30" WIDE IN FRONT OF THE ENTIRE FIREBOX SIDE 3. PROVIDE PERMANENT ELECTRICAL OUTLET, A LIGHT 5WITCHED AT THE ATTIC ACCESS, AND A FUEL GAS STUB SHALL BE PROVIDED NEAR THE FURNACE. HVAC CONNECTION DETAIL SCALE: 1/2'- V-0' 1 1 A SG_ffA55AG1=WAY: PROVIDE UNOBSTRUCTED, SOLID FLOOR NOT LESS THAN 24' WIDE x LESS THAN 20' IN LENGTH, FROM ACCESS TO HVAC UNIT. 2015 GMC, SECTION 904.1 1.8. 1 in ■ ■ i 'd. y LANDINGS: THE LANDING AT AN EXTERIOR DOORWAY SHALL NOT BE MORE THAN 1.15 INGHE5 BELOW THE TOP OF THE THRESHOLD. CRO D R311.5.2. 28'_ CON0.5TOOP 5'-4' 'i'-1 O' p DIREGT014 14'- 0" OF TRAVEL) L N9vZ (E) 5' SHEAR WALL 44 �Y /REMOVE (E) DOOR tq� / HB �.� � p THEA ER GS�'S•' ABOVE 6080 A w1 [E) 8' SHEAR WALL JV` o" s4mry tq� DATE: 6.) PLUMBING, SPRINKLER, AND MECHANICAL 2 SHELVES SLIDING SAFETY 1/15/2016 d 2 POLES 6 L-4.0' GI -ASS DOOR ■ TYPICAL m DIMENSION NOTE: 7.) DO NOT REMOVE OR MODIFY SUPPORT MEMBERS OR PR�py SHOWN EXPRESS WRITTEN CONSENT OF THE ENGINEER OF NOTE: RECORD. �{^ PRIOR TO CONSTRUCTION CONTRACTOR SHALL FIELD SJ ANY DISCREPANCIES BETWEEN FRAMING SHOWN ANDu�i/G� I -I" v - QROPPPILIN6-12� O DISCREPANCIES. 'I.) ALL EXPOSED FRAMING SHALL BE PRESSURE TREATMENT PROCESS AND APPLICATION I)IL CLO IGARPET S O PROVIDE 1 BEDROOM WINDOW WITH A MIN. 30" PERMIT # APPROPRIATE FOR EXPOSURE AGGORDING TO MFR'S BUTTE COUNTY DEVELOPMENT SERVICES WRITTEN GUIDELINES. J W CARPET FLOOR Q NET CLEAR OPENING OF 5.1 SOFT. EXCEPSION: I CODE GOMPLIANCE COMPLIANCE WITH 2015 GBG FASTENING 5GHEDULE, TABLE 2304.9.1, UNLESS NOTED OTHERWISE. .� GRADE FLOOR OPENING CAN HAVE A MIN. NET ■ ■ 4 X 1 2 DF# HD\)2 (R o COPYRIGHT 2015 m FLOOR h N CLEAR OPENING OF 5.0 SOFT. 511L HEIGHT MAX. 44' ABOVE FLOOR I HEADER Dip.. MIN OPENING HEIGHT: 24". to 1- ABOVE 'O 2480 MIN, OPENING Y41PTH: 20' I O PER PROVIDE 1 BEDROOM WINDOW WITH A MIN. MASTER BEDROOM O 1 h NET CLEAR OPENING OF 5.1 SOFT. EXGEPPSION: I I 10 "- GRADE FLOOR OPENING CAN HAVE A MIN. NET CARPET FLOOR CLEAR OPENING OF 5.0 SOFT. I SEE ENVIRONMENTAL Z O 51L1- HEIGHT: MAX. 44" ABOVE FLOOR MIN. OPENING HEIGHT: 24-. NOTES 1-9 t 12. ■ MIN. OP�NING1"IIDSH: 20' � In T ,-- 5-10' �0 m EA.U.ATTIC, PASSAGEWAY: PROVIDE UNOBSTRUCTED, 50LID FLOOR NOT LESS 1 2 TYP. NOW THAN 24. PROVIDE MINIMUM 30"X30'X30' HIGH WORKING SURFACE IN / SN BEARING WALL FRONT OF SERVICE SIDE OF F.A.U.2680/ BEDROOM #2T 2680 P13 d�HOWER of T 1 fL IL OFILE m REMOVE (E) ROLL -UP O O TO +12" a %D O ANI -TE +5 0 2 GPM O 80 PSI x o f SPLAS .� EX GARAGE DOOR d REPLACE SAFETY GLASS ENG o I TE OF Is W/ WINDOWS AS 5HOWN. tn BA Te"?4 N BACKING FOR T WEL LL DA W FOR TIOWEL o 44" j J BAR o 44" BAR O PROVIDE 1 BEDROOM WINDOW WITH A MIN. NET CLEAR OPENING OF 5.1 SOFT. €XCEPTION: .P. ASTER ° `Q�_ h O �o �°c . 'I I GRADE FLOOR OPENING CAN HAVE A MIN. NET / T.P. W AT14 m � yGJ�O O (E) 81 CLEAR OPENING OF 5.0 SOFT. J BATH ° TILE SHEAR 5ILL HEIGHT: MAX. 44" ABOVE FLOOR MIN.QPENING HEIGHT• 24. TILE FLOOR E) WAJ_L = MIN.OPENN6 WIDTH: 20' DRYERXHAUST: PROVIDE 4' MIN. LOOR �$ GRA B0_1-1143 I O I `0 TE Of N BEDROOM #.3 EXHAUST DUCT � O 5 TY 6LA55 Ej� L TOP SP SH I B) O d HQER HBWITH BACK-DRAFTyMIK FLOOR R-4.2CARPET -LouvFRs �0 O C T -po O m DAMPER. SEE ENVIRONMENTAL MAXIMUM LENGTH WASHER ry n o !r /DRYER: o i GPM o 80 SHEAR NOTES 1-9 t 12. FOR THE DRYER VENT TO WALL, I EXHAUST DUCT IS OUTSIDE 14 FEET IN/ 2 ELBOWS. O L UNDRY PPE PPER TAMER TYP.-4 2'-O' '1'-10" '-8■mca 3NYL oo WATER HEATER 4 I UGTS: OUT5IDE DING W/ TE OUTSIDE IUILDING W/ ojh 6 L-5.0 5D 1 N GAS 1 RANGE W/ In 6050 HALL HOOD HOSE _BIBB5: SHELF d y REF SPP�.GE S FJy INSTALL NON- `� -r CLOSET POLE OI W/ H2O HOOKUP 0 REMOVABLE 1 SD 1 HB 2 SHELVES m 1.8 GPM O �4 BACKFLOW LOSE PREVENTION 1V TYP. NDU� (R t 2 POLES ®60 P51 0 O DEVICES. GPC, 605V\#,. 1/5D� 2680 3080 DBL. SINK t m HVAC GOND,.UNIT: t>/$" DISPOSAL SEE ELECTRICAL O PSR N -OTT: ll' -2- -- NOTE 32 it ENT Y PROVIDE 100 ENVIRONMENTAL N D O 50 INCHES OF KITCHEN WOOD OR o QUALITY NOTE 11. SCREENED � GONG. STOOP O RESILIENT FLOOR VENT o WOOD OR ■ (MIN. 36" IN p p m LAUNDRY RESILIENT FLOOR --- lu I DIRECTION REMOVE (E) WINDOW ROOM DOOR L OF TRAVEL) GRANITEE�r" dJ d REPLACE W/ DOOR I AS SHOWN. TOP LANDIN65-: THE LANDING AT AN EXTERIOR I p DOORWAY SHALL NOT BE MORE THAN �0 _ FLUSH EATING BAR *36" p v 1.15 INCHES BELOW THE TOP OF THE to REMOVE (E) WINDOW ONE LITE O 5 TYP. THRESHOLD, PROVIDED THE DOOR, O d REPLACE W/ 5AFETY Q 5D 1 OTHER THAN AN EXTERIOR STORM OR WINDOWS A5 SHOWN. OL "_9 `0 p SCREEN DOOR, DOES NOT SWING I O DOOR IN OVER THE LANDING. CRC,R3 1 1.3.2. U1 m LIVING ROOM �' REMOVE (E) BATHROOM GONG. 5T OP p (t�)N. 5 & N p WOOD OR OF CTI LJ v 4'x8' DF#2 HEADER 3: RESILIENT FLOOR A ABOVE, TYP. U.N.O. �_O SEE ENVIRONMENTAL DINING ' 2 in NOTES 10-12. q ■ WOOD OR ? ° ° ° 2 m RESILIENT FLOOR 1 SEE ENVIRONMENTAL ^ NOTES 10-12. ELEGT_SERVIGE_ p REMOVE (E) 2626 O 200 AMP SERVICE 2n WINDOWS d REPLACE W/ 56"TODOOR/WINDOW. 3050 WINDOWS AS SHOWNO VENTTWIN N. NOTE WLoSET; IN IH 0Y, 9'. 48'H MIN. -15' MAX. 'CQIQFIRMlOGATION• mmmmm - .";0505H 50505H 50505H V, (E) 8' SHEAR WALL ARCH D (24"x 36") WHILE EVERY ATTEMPT HAS BEEN MADE IN THE PREPARATION OF THIS PLAN TO AVOID MISTAKES, THE MAKER CANNOT GUARANTEE AGAINST HUMAN ERROR BUILDING CONTRACTOR / HOME OWNER TO REVIEW AND VERIFY ALL DIMENSIONS, SPECS, AND CONNECTIONS BEFORE CONSTRUCTION BEGINS. DRAFTIN's BY: (630) 891-0885 Yq YCAMORZ VALLL'Y ROAD CHICO, CALIFORNIA -15 9 7 3 LYNN SMITHS 2 tD A TT.NET ENERGY GALGS BY: .,, �'' GOLDEN SUN Oow -DESIGNS ',` MAX RAMIREZ �• of . 4�pFESSi�,yq c v �, C �No. 75688x' * 0/ 0/16 sT crvI\_ gT£0'r 7/13/2016 THESE PLANS HAVE BEEN REVIEWED ONLY FOR COMPLIANCE WITH ATTACHED STRUCTURAL CALCULATIONS. THE ENGINEER'S STAMP ON THIS PLAN 15 VALID ONLY WITH A LETTER SIGNED BY THI5 ENGINEER FOR EACH UNIQUE BUILD. i 4- O o O i to o O = 1 z umT 0 QTo Ill T w v z !11 QOz OL L J _a 7-10 <� Nl � !i- N O � a fillw ..L. < V/ J S tn� J V- S �� HZ(AO: Z4Q)ry SA s ?4mry SA �O 1 J DURING ROUGH INSTALLATION OR STORAGE �1 (E) W SHEAR WALL OG !(1 G ON THE CONSTRUCTION 51TE t UNTIL FINAL N3 sL N 1T STARTUP OF THE HEATING t COOLING FRAMIN(5_IOTF_: A EQUIPMENT, ALL DUCT AND OTHER RELATED 1 SEE FOUNDATION PLAN FOR SEALING SLAB AIR DISTRIBUTION COMPONENT OPENINGS FLOOR FOR MOISTURE PROTECTION. SHALL BE COVERED WQ WITH TAPE, PLASTIC, < 1 4'-O' 14'-0" SHEET METAL OR OTHER METHODS. LLI 2J PROVIDE CONCRETE BASE EXTENDING 3" OR Iu 2W -O' MORE ABOVE GROUND LEVEL. Q Q � Z IL ri z z t= z z�O4Z STRUCTURAL NOTES: < 4D - z THIS PLAN TO COMPLY WITH THE FOLLOWING: 1.) SEE TYPICAL NOTE SHEET 5N AND TYPICAL DETAIL CLO z LL. 13 • 2015 CALIFORNIA BUILDING CODE (GBG), SHEET SD 1 FOR ADDITIONAL INFORMATION. V 13 O V • 2015 CALIFORNIA RESIDENTIAL CODE (CRO), 2.) PROVIDE ANCHOR BOLT SIZE AND SPACING PER O _1 O V • 2015 CALIFORNIA MECHANICAL CODE (CMG), SCALE: 1/4'- 1'-O" SHEAR WALL 50HEDULE AND TYPICAL DETAILS. Q IL tL 4 • 2013 CALIFORNIA PLUMBING GORE (GPO),(E) 3.) RECOMMENDED MINIMUM SLAB SECTION: - W W W >_ FLOOR SAN NOTES_ • 2013 CALIFORNIA ELECTRICAL GORE (CEG), 1J AUTOMATIC RESIDENTIAL FIRE SPRINKLERS ARE A- 4" CONCRETE SLAB WITH #3 AT 15" O.G. �" `" `" _ • 2013 CALIFORNIA FIRE CODE (CFC), REQUIRED A5 PER SECTION 8313.3 OR NEPA 130. SECURELY LOCATED AT MID -DEPTH OF SLAB. • 2013 CALIFORNIA ENERGY CODE DESIGN BY OTHERS. SEPARATE PERMIT REQUIRED. B- 2" SAND (DELETE AT EXTERIOR SLABS) -SEE • 2015 CALIFORNIA GREEN BUILDINGS STANDARDS CODE 2.) SUBMIT FINAL CON5TRUGTION WA5TE SOILS REPORT IF APPLICABLE. LIVAtBLE: (COMMONLY CALLED'GALGREEM). MANAGEMENT REPORT TO THE BUILDING G- WATERPROOF MEMBRANE (DELETE AT EXTERIOR 1232 SgFt TOTAL DEPARTMENT PRIOR TO FINAL INSPECTION. SLABS) -SEE SOILS REPORT IF APPLICABLE. OCCUPANCY GROUP: 3.) PLATE HEIGHT 15 10. • OCCUPANCY 15 R3/U 4.) TYPICAL WALL FRAMING. D- 4" FREE DRAINING MATERIAL -SEE SOILS REPORT EXTERIOR WALLS: 2"X4" DF STUD5 0 1 6" c/c IF APPLICABLE. GAR AGE.: CONSTRUCTION TYPE: INTERIOR WALLS: 2'x4' DF STUDS 9 16" c/c E- PROPERLY PREPARED SUBGRADE-SEE SOILS O SgFt • CONSTRUCTION TYPE IS VB REPORT IF APPLICABLE. F- CONTRACTOR TO PROVIDE CONTROL JOINTS AT 10'-0"0.0. EA. WAY MAX. 001/ERED 4.) TYPICAL MINIMUM BEARING WALL FRAMING U.N.O.: SCOPE OF REMODEL.: PATIO: 1) THI5 PROPERTY WA5 BUILT WITH BUTTE COUNTY PERMITS IN EXTERIOR WALL: 2X4 DF STUD AT 8" O.G. AT 0 SgFt FRONT 2015 A5 A SHOP. FULL HEIGHT WALL SECTIONS, OTHERWISE 2X4 O Sq,Ft REAR 2) IT 15 PROPOSED THAT THE (E) STRUCTURE BE CONVERTED TO A DF STUD AT 1 (o" O.G. O SgFt TOTAL RESIDENCE. )I, i j MAX RAMIREZ - 6OLDEN 5UN DESIGN - ENERGY GALG5 �O� 22 1 89 SAMSON AVENUE, CORNING, CALIFORNIA 96021 PHONE: (550)321-7242 CELL EMAIL ADDRE55: MaxoCadMama.com 5.) SEE DETAIL 5/501 FOR TYPICAL STUD WALL UGTURAL ENGINEER ELEVATION AND TYPICAL WALL OPENING SCHEDULE. DATE: 6.) PLUMBING, SPRINKLER, AND MECHANICAL SUBCONTRACTORS SHALL COORDINATE ALL WALL 1/15/2016 WALL PENETRATIONS WITH FRAMING SUBCONTRACTOR. 50ALE: NOTE: 7.) DO NOT REMOVE OR MODIFY SUPPORT MEMBERS OR (E) ROOF FRAMING HAS NOT BEEN CHECKED FOR ADEQUACY. HARDWARE FOR EXISTING FRAMING WITHOUT THE SHOWN EXPRESS WRITTEN CONSENT OF THE ENGINEER OF NOTE: RECORD. �{^ PRIOR TO CONSTRUCTION CONTRACTOR SHALL FIELD SJ ANY DISCREPANCIES BETWEEN FRAMING SHOWN ANDu�i/G� VERIFY ALL EXI5TING INFORMATION SHOWN ON PLANS. FIELD CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ENGINEER OF RECORD. CONTACT SUMMIT STRUCTURAL DESIGN WITH ANY DISCREPANCIES. 'I.) ALL EXPOSED FRAMING SHALL BE PRESSURE TREATMENT PROCESS AND APPLICATION 5HEET TREATED WITH < <�12 PERMIT # APPROPRIATE FOR EXPOSURE AGGORDING TO MFR'S BUTTE COUNTY DEVELOPMENT SERVICES WRITTEN GUIDELINES. REVIEWED FOR 10.) ALL STRUCTURAL MEMBERS SHALL BE FASTENED IN CODE GOMPLIANCE COMPLIANCE WITH 2015 GBG FASTENING 5GHEDULE, TABLE 2304.9.1, UNLESS NOTED OTHERWISE. By_ DRAFTING o COPYRIGHT 2015 LYNN SMITH - DESIGN 5TR G:\Users\Lynn\Documents\chief X8 Plans\Kevin Avila -1 1 961 Merldian Road\Avila Residence.layout `,w1�ryry� 383 RIO LZN ;AVENUE x200, r__HIGOGA 95926 1Ut111y 1 99 SYCAMORE VALLEY ROAD, (530) 592-4401 WORK OWNER: KEVIN AVILA 'U�1AA��11 (530) GA -0585 EMAIL ADDRE55: R Iando5ummltGhlco.com (530) 588-5682 GALL " �.._,.,: be"y (530) 891-0585 WORK SUMMIT 5TRUC,TURAL JOB NUMBER 15 -XXX EMAIL ADDRESS: KAvila044®Yahoo.com «' °, , (5301 514-0585 CELL L^k5wT,S2*ATT."T EMAIL ADDRESS: Lynn5mith329ATTmet F1_Lu_4Dp71 (E)METAL-ROOFING- (E) METAL E)METAL_ROOFING_ LANDING5: THE LANDING AT AN EXTERIOR DOORWAY SHALL NOT BE MORE THAN 1.95 INCHES BELOW THE TOP OF THE THRESHOLD, PROVIDED THE DOOR, OTHER THAN AN EXTERIOR STORM OR SCREEN DOOR, DOES NOT 5NIN6 OVER THE LANDING. CRO R5 1 1.5.2. OUTDOOR LIGHTS: MUST BE INCANDESCENT W/ MANUAL ON-OFF SWITCH, MOTION DETECTOR d PHOTO CONTROL 5 GOAT 5TUGG0: APPLIED OVER 2 LAYERS OF GRADE D PAPER. 5TUCGO_ )NEEP-_ SGREEPS: INSTALL 2" ABOVE PAVED AREAS. _ INSTALL 4" ABOVE SOIL FIMSHED `&RADE 5/8' GYP. BD. (E)_TRU55E5_9 24'-G/C DESIGN d GALG5 BY OTHERS ATTIC INSULATION AS PER ENERGY GALG5 INSULATION VAI_VE5: R-30 ATTIC INSULATION R-1 3 WALL INSULATION (E) -METAL ROOFING_ PITCH 5 / 12 ROOF -ENTILATION: SEE ROOF PLAN t ROOF VENTILATION GALLS. 1 /2" GYP. BD. 2"x 4" STUDS o 1 6" G/G 4" GONGRETE SLAB &RAVEL FILL Q2�SCALE: 1/4" - 1'-0" 10 1 O' PLATE HEIGHT FASCIAE GUTTER: CONNECT TO 2"x3" DOWNSPOUTS LANDINGS; THE LANDING AT AN EXTERIOR DOORWAY SHALL NOT BE MORE THAN 1.95 INCHES BELOW THE TOP OF THE THRESHOLD, PROVIDED THE DOOR, OTHER THAN AN EXTERIOR STORM OR SCREEN DOOR, DOES NOT SWING OVER THE LANDING. NATURAL GRADE KEVIN AVILA (530) 588-5682 CELL EMAIL ADDRESS: KAvlla044*Yahoo.com 200 AM SERVi�I 48"H MI! 26 LANDINGS: If Rm GOND. THE LANDING AT AN EXTERIOR DOORWAY SHALL NOT BE MORE OV41 THE TOP OF THE THRESHOLD, PROVIDE THE DOOROTHERNCHES AN EXTERIOR STORM OR SG EEN DOOR,THAN 7.15 -K 161H T?>'S I O F—Vm L v �YT I O . , DOES NOT 5WIN6 OVER THE LANDING. CRC R3 1 1.5.2. .. .: ; .. , SCALE: 1/4'- 1'-0" (E)_METAL_ROOFING- ROOI_Vr:NTILATION: PITCH 5 / 12 SEE ROOF PLAN t ROOF VENTILATION GALLS. i i A 1 O' PLATE HEIGHT OUTDOOR LIGHTS: MUST BE INCANDESCENT W/ MANUAL ON-OFF SWITCH, MOTION DETECTOR d PHOTO CONTROL LIGHT i V TTHE LANDINO AT AN EXTERIOR DOORINAY SHALL NOT BE MORE THAN 1.15 THE TP LASIDINGS; D, PROVIDE THE POOR,INCHES OTHERBTHAN WAN EXTERIOR 5T RMF THEROR 6 SCREEN DOOR, DOES NOT 504IN6 OVER THE LANDING. CRC R311.3.2. SCALE: 1/4*- 1'-0" NO TEMPORARY STRAW ROLLS MAJORITY OF WORK INDOORS PROPOSED SHOP TO RESIDENCE CONVERSION —_._._—...—.._...—_.—_.—.__.—...—..._ _... 410.00-..._..._...__._ _...—... _.__ ray \�IN90'E PROPANE TANK: v 10. MIN. FROM BLDG. I r r OA EROSION CONTROL PLAN: 1 J NO SOIL DISTURBANCE SHALL OCCUR PRIOR TO OBTAINING A BUILDING PERMIT OR GRADING PERMIT. 2.) THE CONTRACTOR SHALL BE RESPONSIBLE FOR EROSION CONTROL 3.) EROSION CONTROL MEASURES SHALL BE IN PLACE BETWEEN OCT. 15TH < APR. 1 5TH, OR WHEN RAIN 15 FORCASTED. 4J SOILS TRACKED OFF SITE INTO STREETS SHALL BE CLEANED UP AT THE END OF EACH WORK DAY. 5.) INACTIVE 501L STOCKPILES SHALL BE COVERED. ACTIVE STOCKPILES SHALL BE COVERED PRIOR TO A FORCASTED RAIN EVENT. 6.) THE EROSION CONTROL PLAN SHALL BE RE-EVALUATED d ADJUSTED ACCORDINGLY AS THE SITE CHANGES d AFTER RAIN _ - _EVENTS.-. _ _ _ _ --- __ _ _ __ _ - --- '7J __?J EROSION CONTROL MEASURES SHALL BE MAINTAINED. 5.) PLACE SIGN AT WASHOUT: WASHING OF CONCRETE EQUIP. E TOOLS AT ANY OTHER LOCATION THAN A DESIGNATED CONCRETE WASHOUT IS A VIOLATION OF LAW d SUBJECT TO FINE. GALGREEN NOTE: L 44* GRAVEL DRIVEWAY -5LOPEi _ --- -' - --AS'PER BUTTE COUNTYVEALTH------ --------------------------R ---- ____ _---_ _-_ -_DEPARTMENT REQUIREMENTS,___-__ 0 410.00' N90'W DURING CONSTRUCTION, ONE OR MORE OF THE FOLLOWING MEASURES SHALL BE IMPLEMENTED TO PREVENT FLOODING OF THE ADJACENT PROPERTY, PREVENT EROSION E RETAIN 501L RUNOFF ON THE 51TE: AJ - RETENTION BASINS OF9UFFI0IENT SIZE SHALL BE UTILIZED TO RETAIN STORM WATER ON THE SITE. B.) WHERE STORM WATER IS CONVEYED TO A PUBLIC DRAINAGE SYSTEM, COLLECTION POINT, GUTTER OR SIMILAR VISP05AL METHOD, WATER SHALL BE FILTERED BY USE OF A BARRIER SYSTEM, WATTLE OR OTHER METHOD APPROVED BY THE ENFORCING AGENCY. C.) COMPLIANCE WITH A LAWFULLY ENACTED STORM WATER MANAGEMENT ORDINANCE. METHODS TO MANAGE SURFACE _WATER -INCLUDE: 51AIALE5, WATER COLLECTION AND DISP05AL SYSTEMS, FRENCH DRAINS, WATER RETENTION GARDEN5 i OTHER WATER MEASURES WHICH KEEP SURFACE WATER AWAY FROM 13UILPIN65 AND AID IN 61ROUNDWATER RECHARGE. MAX RAMIREZ - GOLDEN SUN DESIGN - ENERGY GAL05 22189 SAMSON AVENUE, CORNING, CALIFORNIA 96021 PHONE: (530) 521-7242 CELL EMAIL ADDRESS: MaxoGadMama.com E A 5 T B NORTH SCALE: 1"- 30'-0" DUMMI I = I mu( I URAL L Gr_=V N - 71 RUCs I vm^l LI 383 RIO LINDO AVENUE #200, CHICO, CA 95926 (530) 592-440-7 WORK EMAIL APPRE55: Rylando5ummltChico.com SUMMIT STRUCTURAL JOB NUMBER 15 -XXX ARCH V (24'"X 36") WHILE EVERY ATTEMPT HAS BEEN MADE IN THE PREPARATION OF THIS PLAN TO AVOID MISTAKES, THE MAKER CANNOT GUARANTEE AGAINST HUMAN ERROR BUILDING CONTRACTOR / HOME OWNER TO REVIEW AND VERIFY ALL DIMENSIONS, SPECS, AND CONNECTIONS BEFORE CONSTRUCTION BEGINS. DRAFTIN6 BY: g1 (890) 89 1-0686 1 9 YGA(' VALLEY BOAC CHICO, CALIFORNIA 95915 LYNNSMITH520ATT.NET ENERGY GALLS BY: SUN � —DESIGNS MAX RAMIREZ 5 THESE PLANS HAVE BEEN REVIEWED ONLY FOR COMPLIANCE WITH ATTACHED STRUCTURAL CALCULATIONS. THE ENGINEER'S STAMP ON THIS PLAN 19 VALID ONLY WITH A LETTER SIGNED BY THIS ENGINEER FOR EACH •• q_ Ln 7 O ■O I V1 Q n/ O r 1 7 v m 'I,' Qrm JU w viz �`.Qoz _A waw <� tu a DC � N LO r ■ U I v'.0 O VI .I < Vl { COVER BARE (EL�LECSRICAL SERVICE: OILS W/ STRAW ONNECTED3O0VERHEAD ="/ELECTRICALSrRVIC - -- j -- - 4 SLOPE } .�. W w (NO 50IL5 I -1 N Q STOCKPILE } ABEL � lU 1 Z i' n �� �ttkt o� 'ORS Q Z .J '" ODOR W Ir F- -�--y----- -1^IALK j' /� �� . - �X W :y w d) a- oau 1 232 SgFt TOTAL OGONG/PAINT }^lAlan1��17T' j —�' r TEMI-. PORTA "F' 0' 1 LOCA SON I' G ' GARA� t 1 0 SaFt _NELLL CATION II / BEPTIO FREE AREA 1 OO' LEA H FREE AREA n i G I I —� , . .� _ ) � -�- COVERED PATIO- /_. 7 O SgFt FRONT _____O SgFt REAR O SgFt TOTAL i DATE: '7/15/2016 -------------------------------- --- SCALE: -----------------------`-`V -------------------------------------------------------------------------------- SHO W N PROPERT1�OVyNER: � 'X KEVIN AVILA PHONEBAY AVENUE, 652,,,, GA PHONE (530) 588-5683. i' _CONTRACTOR: OWNER -BUILDER \ '� �� - PERMIT # SITE ADDRESS: BUTTE COUNTY DEVELOPMENT SERVICES SHEET 1 196-7 MERIDIAN ROAD,CHICO, REVIEWED FOR GA ~~ CODE COMPLIANCE CON5TRU6TION PERIOD: APPROX START: 6/ 1 /201 6 1 p h ❑y - APPROX END: 10/1/2016 DATE__ -A/ - G:\Users\Lynn\Documents\Chief X8 Plans\Kevin Avila -1 1 969 Meridian Road\Avila Resldence.layout OWNER: KEVIN AVILA (530) 588-5682 CELL EMAIL ADDRESS: KAvIlaO44oYahoo.com o COPYRIGHT 2015 LYNN SMITH - DRAFTING M 1 99 SYCAMORE VALLEY ROAD, CHICO, CA 9 59 93 aso�e+:aaaa (530) 891-0585 WORK (530)514-0585 CELL Lrnr,6-529ATT MeT EMAIL ADDRE55: LynnSmith32oATT.net (E)METAL ROOFING_ PITCH 5 / 12 TRU55E5_a 24�/c a DESIGN d GALLS BY OTHERS ROOF VENTILATION: Pia " SEE ROOF PLAN ! ROOF .. .,.. .. „..b .. a_- VENTILATION CAL05. 5 GOAT 5TUGG0: APPLIED OVER 2 LAYERS OF GRADE D PAPER. 5TUCGO_ )NEEP-_ SGREEPS: INSTALL 2" ABOVE PAVED AREAS. _ INSTALL 4" ABOVE SOIL FIMSHED `&RADE 5/8' GYP. BD. (E)_TRU55E5_9 24'-G/C DESIGN d GALG5 BY OTHERS ATTIC INSULATION AS PER ENERGY GALG5 INSULATION VAI_VE5: R-30 ATTIC INSULATION R-1 3 WALL INSULATION (E) -METAL ROOFING_ PITCH 5 / 12 ROOF -ENTILATION: SEE ROOF PLAN t ROOF VENTILATION GALLS. 1 /2" GYP. BD. 2"x 4" STUDS o 1 6" G/G 4" GONGRETE SLAB &RAVEL FILL Q2�SCALE: 1/4" - 1'-0" 10 1 O' PLATE HEIGHT FASCIAE GUTTER: CONNECT TO 2"x3" DOWNSPOUTS LANDINGS; THE LANDING AT AN EXTERIOR DOORWAY SHALL NOT BE MORE THAN 1.95 INCHES BELOW THE TOP OF THE THRESHOLD, PROVIDED THE DOOR, OTHER THAN AN EXTERIOR STORM OR SCREEN DOOR, DOES NOT SWING OVER THE LANDING. NATURAL GRADE KEVIN AVILA (530) 588-5682 CELL EMAIL ADDRESS: KAvlla044*Yahoo.com 200 AM SERVi�I 48"H MI! 26 LANDINGS: If Rm GOND. THE LANDING AT AN EXTERIOR DOORWAY SHALL NOT BE MORE OV41 THE TOP OF THE THRESHOLD, PROVIDE THE DOOROTHERNCHES AN EXTERIOR STORM OR SG EEN DOOR,THAN 7.15 -K 161H T?>'S I O F—Vm L v �YT I O . , DOES NOT 5WIN6 OVER THE LANDING. CRC R3 1 1.5.2. .. .: ; .. , SCALE: 1/4'- 1'-0" (E)_METAL_ROOFING- ROOI_Vr:NTILATION: PITCH 5 / 12 SEE ROOF PLAN t ROOF VENTILATION GALLS. i i A 1 O' PLATE HEIGHT OUTDOOR LIGHTS: MUST BE INCANDESCENT W/ MANUAL ON-OFF SWITCH, MOTION DETECTOR d PHOTO CONTROL LIGHT i V TTHE LANDINO AT AN EXTERIOR DOORINAY SHALL NOT BE MORE THAN 1.15 THE TP LASIDINGS; D, PROVIDE THE POOR,INCHES OTHERBTHAN WAN EXTERIOR 5T RMF THEROR 6 SCREEN DOOR, DOES NOT 504IN6 OVER THE LANDING. CRC R311.3.2. SCALE: 1/4*- 1'-0" NO TEMPORARY STRAW ROLLS MAJORITY OF WORK INDOORS PROPOSED SHOP TO RESIDENCE CONVERSION —_._._—...—.._...—_.—_.—.__.—...—..._ _... 410.00-..._..._...__._ _...—... _.__ ray \�IN90'E PROPANE TANK: v 10. MIN. FROM BLDG. I r r OA EROSION CONTROL PLAN: 1 J NO SOIL DISTURBANCE SHALL OCCUR PRIOR TO OBTAINING A BUILDING PERMIT OR GRADING PERMIT. 2.) THE CONTRACTOR SHALL BE RESPONSIBLE FOR EROSION CONTROL 3.) EROSION CONTROL MEASURES SHALL BE IN PLACE BETWEEN OCT. 15TH < APR. 1 5TH, OR WHEN RAIN 15 FORCASTED. 4J SOILS TRACKED OFF SITE INTO STREETS SHALL BE CLEANED UP AT THE END OF EACH WORK DAY. 5.) INACTIVE 501L STOCKPILES SHALL BE COVERED. ACTIVE STOCKPILES SHALL BE COVERED PRIOR TO A FORCASTED RAIN EVENT. 6.) THE EROSION CONTROL PLAN SHALL BE RE-EVALUATED d ADJUSTED ACCORDINGLY AS THE SITE CHANGES d AFTER RAIN _ - _EVENTS.-. _ _ _ _ --- __ _ _ __ _ - --- '7J __?J EROSION CONTROL MEASURES SHALL BE MAINTAINED. 5.) PLACE SIGN AT WASHOUT: WASHING OF CONCRETE EQUIP. E TOOLS AT ANY OTHER LOCATION THAN A DESIGNATED CONCRETE WASHOUT IS A VIOLATION OF LAW d SUBJECT TO FINE. GALGREEN NOTE: L 44* GRAVEL DRIVEWAY -5LOPEi _ --- -' - --AS'PER BUTTE COUNTYVEALTH------ --------------------------R ---- ____ _---_ _-_ -_DEPARTMENT REQUIREMENTS,___-__ 0 410.00' N90'W DURING CONSTRUCTION, ONE OR MORE OF THE FOLLOWING MEASURES SHALL BE IMPLEMENTED TO PREVENT FLOODING OF THE ADJACENT PROPERTY, PREVENT EROSION E RETAIN 501L RUNOFF ON THE 51TE: AJ - RETENTION BASINS OF9UFFI0IENT SIZE SHALL BE UTILIZED TO RETAIN STORM WATER ON THE SITE. B.) WHERE STORM WATER IS CONVEYED TO A PUBLIC DRAINAGE SYSTEM, COLLECTION POINT, GUTTER OR SIMILAR VISP05AL METHOD, WATER SHALL BE FILTERED BY USE OF A BARRIER SYSTEM, WATTLE OR OTHER METHOD APPROVED BY THE ENFORCING AGENCY. C.) COMPLIANCE WITH A LAWFULLY ENACTED STORM WATER MANAGEMENT ORDINANCE. METHODS TO MANAGE SURFACE _WATER -INCLUDE: 51AIALE5, WATER COLLECTION AND DISP05AL SYSTEMS, FRENCH DRAINS, WATER RETENTION GARDEN5 i OTHER WATER MEASURES WHICH KEEP SURFACE WATER AWAY FROM 13UILPIN65 AND AID IN 61ROUNDWATER RECHARGE. MAX RAMIREZ - GOLDEN SUN DESIGN - ENERGY GAL05 22189 SAMSON AVENUE, CORNING, CALIFORNIA 96021 PHONE: (530) 521-7242 CELL EMAIL ADDRESS: MaxoGadMama.com E A 5 T B NORTH SCALE: 1"- 30'-0" DUMMI I = I mu( I URAL L Gr_=V N - 71 RUCs I vm^l LI 383 RIO LINDO AVENUE #200, CHICO, CA 95926 (530) 592-440-7 WORK EMAIL APPRE55: Rylando5ummltChico.com SUMMIT STRUCTURAL JOB NUMBER 15 -XXX ARCH V (24'"X 36") WHILE EVERY ATTEMPT HAS BEEN MADE IN THE PREPARATION OF THIS PLAN TO AVOID MISTAKES, THE MAKER CANNOT GUARANTEE AGAINST HUMAN ERROR BUILDING CONTRACTOR / HOME OWNER TO REVIEW AND VERIFY ALL DIMENSIONS, SPECS, AND CONNECTIONS BEFORE CONSTRUCTION BEGINS. DRAFTIN6 BY: g1 (890) 89 1-0686 1 9 YGA(' VALLEY BOAC CHICO, CALIFORNIA 95915 LYNNSMITH520ATT.NET ENERGY GALLS BY: SUN � —DESIGNS MAX RAMIREZ 5 THESE PLANS HAVE BEEN REVIEWED ONLY FOR COMPLIANCE WITH ATTACHED STRUCTURAL CALCULATIONS. THE ENGINEER'S STAMP ON THIS PLAN 19 VALID ONLY WITH A LETTER SIGNED BY THIS ENGINEER FOR EACH •• q_ Ln 7 O ■O I V1 Q n/ O r 1 7 v m 'I,' Qrm JU w viz �`.Qoz _A waw <� tu a DC � N LO r ■ U I v'.0 O VI .I < Vl { COVER BARE (EL�LECSRICAL SERVICE: OILS W/ STRAW ONNECTED3O0VERHEAD ="/ELECTRICALSrRVIC - -- j -- - 4 SLOPE } .�. W w (NO 50IL5 I -1 N Q STOCKPILE } ABEL � lU 1 Z i' n �� �ttkt o� 'ORS Q Z .J '" ODOR W Ir F- -�--y----- -1^IALK j' /� �� . - �X W :y w d) a- oau 1 232 SgFt TOTAL OGONG/PAINT }^lAlan1��17T' j —�' r TEMI-. PORTA "F' 0' 1 LOCA SON I' G ' GARA� t 1 0 SaFt _NELLL CATION II / BEPTIO FREE AREA 1 OO' LEA H FREE AREA n i G I I —� , . .� _ ) � -�- COVERED PATIO- /_. 7 O SgFt FRONT _____O SgFt REAR O SgFt TOTAL i DATE: '7/15/2016 -------------------------------- --- SCALE: -----------------------`-`V -------------------------------------------------------------------------------- SHO W N PROPERT1�OVyNER: � 'X KEVIN AVILA PHONEBAY AVENUE, 652,,,, GA PHONE (530) 588-5683. i' _CONTRACTOR: OWNER -BUILDER \ '� �� - PERMIT # SITE ADDRESS: BUTTE COUNTY DEVELOPMENT SERVICES SHEET 1 196-7 MERIDIAN ROAD,CHICO, REVIEWED FOR GA ~~ CODE COMPLIANCE CON5TRU6TION PERIOD: APPROX START: 6/ 1 /201 6 1 p h ❑y - APPROX END: 10/1/2016 DATE__ -A/ - G:\Users\Lynn\Documents\Chief X8 Plans\Kevin Avila -1 1 969 Meridian Road\Avila Resldence.layout OWNER: KEVIN AVILA (530) 588-5682 CELL EMAIL ADDRESS: KAvIlaO44oYahoo.com o COPYRIGHT 2015 LYNN SMITH - DRAFTING M 1 99 SYCAMORE VALLEY ROAD, CHICO, CA 9 59 93 aso�e+:aaaa (530) 891-0585 WORK (530)514-0585 CELL Lrnr,6-529ATT MeT EMAIL ADDRE55: LynnSmith32oATT.net RESIDENTIAL KITCHEN LIGHTING WORKSHEET WS -5R Project Title 1 1 016-1 MER1DiAN ROAD GF+ICO, CA SYMBOL DESCRIPTION Fol a pi�-�P 4 1 O AV Control'SUBPANEL, ELECTRICAL METER, GAS METER, DOOR CHIME, DOOR BELL, THERMOSTAT, HOME ALARM Luminaire Type High Efficacy 4 AV CONTROL ® so co c o COo GO/SMOKE, SMOKE 4 CO DETECTORS 4" L.E.D. CAN Yes X Tto CEILING FANS 2' L_E.D. PUCK Yes X No 2 x'- 0 = 0 ® EXHAUST, EXHAUST W/ HEAT LAMP, EXHAUST 104/ LIGHT, EXHAUST W/ LIGHT t HEAT 2 BULB FL. STRIP Yes X No WALL EXHAUST 4 C5� c V C5E�C6� C7(N1 GABLE, '-r GAT 5, GATS W/ TV, CATS E, GAT6, GAT R, PHONE t TV JACKS L.E.D. PENDANT Yes X No 9 x 3 - 211 AFC I 1 1 q WPP GFCO GFI� ^ jl�1 1_LO_VOLT: AFGI, IT V VOLTAGE, DUPLEX, DUPLEX SPLIT WIRED, DUPLEX Sm 0 (R WEATHERPROOF, 611 6FI, QUADRAPLEX, SINGLE, DUPLEX W/ SWITCH, SINGLE W/ ( It) `t j `� SWITCH, TRIPLEX, TRIPLEX SPLIT WIRED Q220 VOLT, THREE PHASE CD,{I�, CW q DW q R,{I�, CT q Hq Mq, R IP DRYER, WASHER, DISHWASHER, ELECTRIC RANGE, GAS COOKTOP, HOOD W/ VENT, ITI T T ITI T T T MICROWAVE, REFRIGERATOR, SAUNA, SA S TW TC W GD Q TQ Q Q P p q (TT�1 lT�`�I lTP Q ll�"�I l\T/) STEAM, TOWEL WARMER, TRASH COMPACTOR, WHIRLPOOL 4 GARBAGE DISPOSAL 20.) BATHROOM REGEPTAGLE.OUTLETB: SHALL BE SUPPLIED BY AT LEAST ONE 20 - MANDATORY ENERGY LIGHTING REQUIREMENTS THROUGHOUT. Dy 4y Al K` L` ML 1 OC l �$ 4W: (WL 4$ 4$ X$ SWITCHES: AUTOMATIC DOOR, 4 WAY, AUDIO CONTROL, KEY OPERATED, LOW 4$ VOLTAGE, MULTI LIGHT, OCCUPANCY RCDM3` 3DM` T` WP � VW: 4W: � � SENSOR, REMOTE CONTROL, SINGLE WW POLE, SINGLE POLE / DIMMER, 5 AY, 5 4V:+ WAY DIMMER, TIMER 4 WEATHERPROOF 23J BATHROOM MECHANICAL EXHAMT-FANS: AJ FANS SHALL BE ENERGY STAR COMPLIANT AND BE DUCTED TO VACUUM OUTLET F,� 0 WALL MOUNTED VACUUM SYSTEM O O nI ® CABINT4 ULAR, RO NDEDTOE KICK LIGHT NG 0 a€3D CEILING MOUNTED, DUAL SPOT, TRIPOD VENTILATION SYSTEM, FANS MUST BE CONTROLLED BY A HUMIDISTAT SPOT. 6" RECESSED, HEAT LAMP, LOW ® �( VOLTAGE, 2" MINI 4 4" RECESSED 0 COIN CHANDELIER, FLEGAND PENDANT, BETWEEN A RELATIVE HUMIDITY RANGE OF 50% TO 80%. RAINDROP CHANDELIER O 4 SCROLL CHANDELIER 00 BOWL PENDANT CHANDELIER, ROUND COMBINATION. PENDANT CHANDELIER, CONTEMPORARY 24J WHOLE BUILDIN6_VENTILATION:. ONE OF THE BATHROOM EXHAUST FANS, AS BOWL CHANDELIER, MOROCCO PENDANT THE QUALIFYING WHOLE -BUILDING VENTILATION FAN, SHALL COMPLY WITH THE CHANDELIER, PRARIE PENDANT Wx) CHANDELIER 4 SCROLL BOWL PENDANT A.) A MINIMUM CFM RATING OF 15 CFM. CHANDELIER 000 O0 VENTILATION) WITH BAGKDRAFT DAMPERS AT ALL EXHAUST FANS. ° o O O 3 DOWN LIGHTS, ARTS 4 GRAFTS VENTILATION 4 FAN SHOULD OPERATE WHENEVER THE HOME 6 OCCUPIED. CHANDELIER, BOWL CHANDELIER, ° O CANDELABRA CHANDELIER, FIXTURES IN ROOMS WITH WATER CLOSETS. CONTEMPORARY CHANDELIER, CRAFTSMAN CHANDELIER, CRYSTAL 0 o 0 0 CHANDELIER, DOVER CHANDELIER, FRANKLIN TRIPLE, RING CHANDELIER, SEASIDE CHANDELIER, SHADED 0 o CANDELABRA, SUSPENSION, TORCH 5104ITGH TO HAVE VACANCY SENSOR WGHT5 TO BE HIGH EFFICACY. CHANDELIER, TRACK CHANDELIER, TRIPLE 21.) GARAGE FIREWALL: PROVIDE A 24" SEPARATION BETWEEN RECEPTACLE 4 CLASSIC, VINTAGE CHANDELIER, SWITCH BOXES IN THE FIREWALL. (BOXES IN SEPARATE STUD BAYS ARE WEIGHTED CHANDELIER, WEIGHTED 0 O 0 DOUBLE CHANDELIER„ WROUGHT IRON CANDELABRA 4 WROUGHT IRON CHANDELIER, O O O BREAKFAST ROOM, DINING ROOM OR SIMILAR AREA TO SERVE ALL WALL AND ^ ^ c O EMERGENCY EXIT LIGHTING 4 EXIT 516N5 SEPARATED BY A HORIZONTAL DISTANCE OF NOT LESS THAN 24. SURFACE MOUNTEPTLUORE5CENT LIGHTING: EXTERIOR: 29.) EXTERIOR RECEPTACLES: ALL OUTDOOR RECEPTACLES SHALL BE WP/6FGI 2 1'X48" (4) TUBE FIXTURE, 24"(2) TUBE PROTECTED. GEG ART. 210.80), FIXTURE, 45'(2) TUBE FIXTURE 50.) OUTDOOR_LIGHTING: TO BE HIGH EFFICACY. LOW EFFICACY LIGHTING IS 4 96" (2) TUBE FIXTURE ALLOWED, BUT ONLY IF FIXTURES ARE CONTROLLED BY A MOTION DETECTOR 4 ONE OF THE FOLLOWING: A.) PHOTO CONTROL; OR B.) ASTRONOMICAL TIME RECE55ED FLUORESCENTS: CLOCK; OR GJ ENERGY MANAGEMENT CONTROL SYSTEM (EMG5) 51MILIAR W/ "R' IN FIXTURE. _ ACLES: PROVIDE OUTLET NEAR TOP PLATE, 3 1.) CHRISTMAS LIGHTS REGEPT 16.) LA_UNDRY_4 UTILITY _ROOM_ RECFPTACLf_OUTLETS: SHALL BE SUPPLIED BY AT HANGIN6FLUORE5CENT LIGHTING:. LEAST ONE 20 -AMPERE BRANCH CIRCUIT. SUCH CIRCUITS SHALL HAVE NO OTHER 20v 32.1 HVAC, GOND._UNIT: PROVIDEE 2 220v ELECT. DISGONNEGT W/ 30"X30" CLEAR OUTLETS PER GEG ART. 2 10.1 1 (G) (2). WORKSPACE 4 1 1 Ov WP 6FGI PROTECTED SERVICE RECEPTACLE WITHIN 25'. 1 1.) DRYER OUTLET:_ PROVIDE 4 -WIRE RECEPTACLE FOR DRYER PER CEG. ATTIC: LONG SHOP LIGHT 4 SHORT SHOP LIGHT 53.) PROVIDE LIGHTS, SWITCHES AND RECEPTACLE FOR MAINTENANCE OF OUTDOOR PATH LIGHTING: O ❑[] ❑ Q (a@) O O CYLINDRICAL BOLLARD, SQUARE BOLLARD, BOX LAMP, FLARE, PATH LIGHT, WIDE BRIM, SPOT LIGHT, o PATH LIGHT - TULIP - SMALL 4 TULIP LAMP ACORN LAMP, BOX LAMP, COLONIAL 3 LAMPS, COLONIAL LAMP, FLAIR LAMP, OGLOBE ® ❑❑ LAMP, ORNATE LAMP, SPHERICAL LAMP t STREET LANTERN TRAGK_LIGHTllNG: BASIC BASIC 48', DUAL RAIL TRACK, N24".EC GOOSENECK TRACK, RAIL TRACK, TRACK CHANDELIER d 4 TRACK LIGHTING HERD WALL MOUNTED L1GHTING: VARIOUS SCONCES, SEMI -FLUSH MOUNTED �L� LIGHTS, DUAL FLOOD, DUAL SPOT, SCONCE, ® 6005ENEGK DOUBLE GOOSENECK TRIPLE SCONCE, SINGLE FLOOD 4 MOTION SENSOR FLOOD LIGHT DAR5: O O O O Q Q LIGHT BAR HORIZONTAL o O 4 LI6HT BAR VERTICAL, RESIDENTIAL KITCHEN LIGHTING WORKSHEET WS -5R Project Title 1 1 016-1 MER1DiAN ROAD GF+ICO, CA [sate I 5/9/2016 At least 50% of the total wattage of permanently installed luminaires in the kitchen must be in Iiminalres that are high efficacy luminaires as dined in Table 150-C. Lurninaires that are not high efficacy must be switched separately: Kitchen Lighting Schedule. Provide the following information for all luminaires to be installed in kitchens. efficacy luminaires as dwfined in Table 150-C. Luminaires that are not high efficacy must be switched separately. Luminaire Type High Efficacy Watts x Quantity = High Efficacy Watts or OtherWatts. 6"LED. CAN Yes X No 15 x 0 = 0 4" L.E.D. CAN Yes X Tto 9 x 6 = 54 2' L_E.D. PUCK Yes X No 2 x'- 0 = 0 4 BULB FL_ STRIP Yes X No 56 x 0 = 0 2 BULB FL. STRIP Yes X No 25 x 0 - 0 UNDER GAB. PUCK Yes X No 2 x 0 - 0 L.E.D. PENDANT Yes X No 9 x 3 - 211 TOE KICK Yes X No 0.5 x 0 0 Yes No x = SUCH A MANNER THAT THE ACTIVATION OF ONE ALARM WILL ACTIVATE ALL OF Total: A: 51 B: O COMPLIES IF A ? B Yes X NO GFCI EXTERIOR_RECEPTAGLE5: SEE NOTE 29. DOOR BELL LOCATION EXTERIOR LIGHTS: SEE NOTE 50. NOTE: LABEL CIRCUIT BREAKERS, DISCONNECTS, FUSES, SWITCHES 4 THEIR ACCESSORIES TO IDENTIFY THEIR LOCATION AND/OR EQUIPMENT. NOTE: COMPLY WITH CEG, ARTICLE 250 REGNIREMENT5 FOR GROUNDING 4 BONDING. NOTE: ALL LIGHTING SHALL BE N16H EFFICACY. EXTERIOR.LIGHTS: SEE NOTE 50. GFCI EXTERIOK..1REGEPPTAGLE5: ..._ SEE NOTE 29. LOCAL VENTILATION RATE SUMMARY - BATHROOMS BATHROOM FAN FLOW - 50 CFM EACH NUMBER OF BATHROOMS - 2 DUCT SIZE - 4 INCH MAX. ALLOWABLE DUCT LENGTH - 10 FT. LOCAL VENTILATION RATE SUMMARY - KITCHEN KITCHEN FAN FLOW - 180 CFM NUMBER OF KITCHENS - 1 DUCT 5IZE - 8 INCH MAX. ALLOWABLE DUCT LENGTH - NO LIMIT WHOLE BUILDING VENTILATION RATE SUMMARY CONTINUOUS FAN FLOW - 1 984 CFM WHOLE HOUSE FAN DUCT SIZE - 1 6 INCH MAX. ALLOi^NBL€-PV T_I,-ENGTN____NO_LIMIT Qfan - FAN FLOW RATE (Cfm) Afloor - CONDITIONED FLOOR AREA Nbr_-_NUMBER Of-BEDROOM5-(MIN_1) Qfan - (O.O 1 X Afloor) + (7.5 x (Nbr + 1)) Qfan - (12.3) + 0.5 X (3+ 1)) Qfan - 12.5 + 30.0 Qfan - 42.3 (ROUNDED TO_44_CFM) BATHROOM REGEPTAGLE5: SEE NOTE 20. BATHROOM -LIGHTS: 5EE NOTE 21. BATHROOM..EXHAUST_FANS: SEE NOTE 25. TV5_OR 5HOWER_FIXTURES: SEE NOTE 22. TOIL-ET_ROOM: SEE NOTE 25. Yd HOLE_ HOU5E-VENTILATION: LAUNDRY EXHAUST FAN TO BE USED FOR THE WHOLE HOUSE VENTILATION REQUIREMENTS. SEE NOTE 24. HVAC 401412, UNIT: SEE ELECTRICAL NOTE 52 4 ENVIRONMENTAL QUALITY NOTE 1'r. EXTERIOR LRE(7,EPTAGLES: SEE NOTE 29. EXTERIORII6HT5: SEE NOTE 30. ELECT._5ERVI(:,E: 200 AMP SERVICE 56' TO DOOR/WINDOW. NOT a B.R. OR GL05ET; NO VENT NAN 10V, 3'H. 48"H MIN. _15" MAX. %,QNFIRMLLOCATION' ARG-FAULTGROND-FAULT OIRGUIT--INT RRUPTER P.ROTEOTIO. N_ SEE NOTE 2. TAMPER=RE51_5TA_NT-REGEPT_AGLE5: SEE NOTE 5. RECEPTAGLEIOGAT1ON5: SEE NOTE 4. 0i` �¢ 1a ry Igo BEDROOM: O ■O V/ 1 8.) SMOKE DETECTORS: PROVIDE A SMOKE DETECTOR IN EACH BEDROOM 4 ON lu O Z EACH FLOOR OF THE DWELLING. SCALE: 1/4"- V -O" SMOKE/CARBON_MONOXIDEALARMS: PROVIDE A HARDWIRED WITH BATTERY BACKUP SMOKE 4 CARBON MONOXIDE ALARM IN HALLWAYS ADJACENT TO 1 T BEDROOMS. << _z �Q10d.- A) SMOKE 4 CARBON MONOXIDE ALARMS ARE TO BE INTERCONNECTED IN Q LL SUCH A MANNER THAT THE ACTIVATION OF ONE ALARM WILL ACTIVATE ALL OF aw THE ALARMS. ELEG_T_RICAL.SHAI-L__Bl=_INSTALLI=DEER 20 1 3 CZ -0- BJ FOR BEST RESULTS, USE DUAL IONIZATION 4 PHOTOELECTRIC SENSOR ALL AREAS: SMOKE ALARMS. 1 9.) CLOSETS LIGHTS: PER G.E.G_ 1.) REFER TO THE MANDATORY-MEA5URE5 FOR SE5IDENT_IALIIGIITING BATHROOMS: MEASURES ATTACHED TO THE ENERGY COMPLIANCE DOCUMENTATION. THE LUMINARY FIXTURE TYPE OR CONTROL TYPE SHALL COMPLY WITH THE 20.) BATHROOM REGEPTAGLE.OUTLETB: SHALL BE SUPPLIED BY AT LEAST ONE 20 - MANDATORY ENERGY LIGHTING REQUIREMENTS THROUGHOUT. AMPERE BRANCH CIRCUIT. SUCH CIRCUITS SHALL HAVE NO OTHER OUTLETS PER 2.) BRANCH CIRCUITS: PROVIDE ARG -FAULT GROUND -FAULT CIRCUIT- INTERRUPTER PROTECTION TO ALL 120 -VOLT. SINGLE PHASE, 15 AND 20 -AMP CEG ART. 2 10.1 1 (C) (3). 2 1.) BATHROOM LIGHTS: PROVIDE HIGH EFFICACY LIGHTING IN THE BATHROOM OR BRANCH CIRCUITS SUPPLYING OUTLETS. CEG ART. 210.12 (B). PROVIDE A "MANUAL ON - AUTO OFF" OCCUPANCY LIGHT 5WITGH. 22J LIGHT.FIXTURE5 INTU5_ORSHOWER)=NCL05URE5: TO BE LABELED "5UITABLE 3.) RECEPTACLES:_ BELOW ALL 125 -VOLT, SINGLE PHASE, 15 AND 20 -AMP REGEPTAGLE5 SHALL BE LISTED TAMPER-RESISTANT RECEPTACLES. SEE GEC FOR DAMP LOCATION" PER GEC ART. 4 10.1 O (A) 4 (D). ART. 406.12. 4.) RECEPTACLE LOCATIONS: SHALL BE INSTALLED 50 THAT NO POINT 23J BATHROOM MECHANICAL EXHAMT-FANS: AJ FANS SHALL BE ENERGY STAR COMPLIANT AND BE DUCTED TO MEASURED HORIZONTALLY ALONG THE FLOOR LINE IN ANY WALL SPACE 15 TERMINATE OUTSIDE THE BUILDING W/ A MINIMUM OF 50 CFM IF MORE THAN 6 -FEET FROM A RECEPTACLE. ANY WALL SPACE 2 -FEET OR MORE INTERMITTENT - 20 CFM FOR CONTINUOUS VENTILATION. IN WIDTH AND UNBROKEN ALONG THE FLOOR LINE BY DOORWAYS AND SIMILAR B.) UNLE55 FUNCTIONING AS A COMPONENT OF A WHOLE HOUSE OPENINGS SHALL HAVE A RECEPTACLE. CEO ART. 210.52 (A). VENTILATION SYSTEM, FANS MUST BE CONTROLLED BY A HUMIDISTAT 5. ) LAMP HOLDER5: ALL SHALL BE SECURELY SUPPORTED. A FIXTURE THAT W HIGH SHALL BE READILY ACCESSIBLE. WEIGHS MORE THAN 6 POUNDS OR EXCEEDS 1 6 INCHES IN ANY DIMENSION C.) HUMIDISTAT CONTROLS SHALL BE CAPABLE OF ADJUSTMENTS SHALL NOT BE SUPPORTED BY THE SCREW SHELL OF A LAMP HOLDER PER CEO BETWEEN A RELATIVE HUMIDITY RANGE OF 50% TO 80%. SECTION 514.23. OUTLET BOXES SHALL NOT BE USED AS THE 50LE SUPPORT BAT_HROOM.NOTE: FOR THE PURPOSES OF THI5 NOTE, A BATHROOM IS A FOR CEILING (PADDLE) FANS PER GEG SECTION 3 14.21 (A) 4 (D). ROOM WHICH CONTAINS A BATHTUB, SHOWER OR TUB/SHOWER 6.) WHOLE tHOUSE_FANS PROVIDE INSULATED LOUVERS OR COVERS (MIN. R-4.2) COMBINATION. WHICH CLOSE WHEN THE FAN IS OFF. 24J WHOLE BUILDIN6_VENTILATION:. ONE OF THE BATHROOM EXHAUST FANS, AS 1.) CEILING FANS W/LIGHT: FLOURSGENT W/ 5WITGH OR INCANDESCENT W/ THE QUALIFYING WHOLE -BUILDING VENTILATION FAN, SHALL COMPLY WITH THE DIMMER SWITCH. MAINTAIN 36" CLEARANCE FROM ANY FIRE SPRINKLER. FOLLOWING: 8.) THERM05TAT5:. SHALL BE PROGRAMMABLE TYPE WITH SETBACK CONTROLS. A.) A MINIMUM CFM RATING OF 15 CFM. 9.) EXHAUSLFAN5: PROVIDE A MIN. OF 50 CFM FANS (20 CFM FOR CONTINUOUS B,) BE RATED A MAXIMUM OF 1.0 50NE. VENTILATION) WITH BAGKDRAFT DAMPERS AT ALL EXHAUST FANS. G.) THE CONTROL 5104ITGH MUST BE LABELED A5 THE WHOLE -BUILDING 10.) PROVIDE STUB FOR LANDSCAPE LIGHTING 4 IRRIGATION TIMER. (CONFIRM) VENTILATION 4 FAN SHOULD OPERATE WHENEVER THE HOME 6 OCCUPIED. 1 1.) MAIN ELECTRICAL SERVICE:- PROVIDE 200 AMP. VERIFY LOCATION OF MAIN 4 25.) TOILET ROOMS:- INSTALL FLUORESCENT OR OTHER G.E.G. APPROVED LIGHTING SUB PANEL. FIXTURES IN ROOMS WITH WATER CLOSETS. KITCHEN, PANTRY d DINING AREAS: (SIARA(SIE: 12.) KITCHEN LIGHTING: TOTAL WATTAGE OF PERMANENTLY INSTALLED LIGHTS 26.) OARAGE RECEPTACLES ARE REQUIRED TO BE 6FGI PROTECTED. LIGHT ARE TO BE HIGH EFFICACY AS DEFINED IN TABLE 150-6. 5104ITGH TO HAVE VACANCY SENSOR WGHT5 TO BE HIGH EFFICACY. 1 3J ISLAND OR PENINSULA: PROVIDE A GFCI COUNTERTOP RECEPTACLE AT THE 21.) GARAGE FIREWALL: PROVIDE A 24" SEPARATION BETWEEN RECEPTACLE 4 END OF THE COUNTER. GEG ART. 210.52 (C) (243) AND ART. 2 10.8. SWITCH BOXES IN THE FIREWALL. (BOXES IN SEPARATE STUD BAYS ARE 14.) SMALL APPLIANCE CIRCUITS: PROVIDE TWO OR MORE 20 -AMPERE SMALL ACCEPTABLE.) APPLIANCE BRANCH CIRCUITS EVENLY PROPORTIONED IN THE KITCHEN, PANTRY, 28.) ALL OUTLET OR RECEPTACLE BOXES LOCATED ON OPPOSITE SIDES OF THE BREAKFAST ROOM, DINING ROOM OR SIMILAR AREA TO SERVE ALL WALL AND OCCUPANCY SEPARATION BETWEEN THE GARAGE AND THE RESIDENCE WILL BE FLOOR RECEPTACLE OUTLETS. SUCH CIRCUITS SHALL HAVE NO OTHER OUTLETS SEPARATED BY A HORIZONTAL DISTANCE OF NOT LESS THAN 24. PER GEG ART. 2 10.52 (B). 15.) (COUNTERTOP RECEPTACLES IN THE KITCHEN AND DINING ROOMS SHALL BE EXTERIOR: 29.) EXTERIOR RECEPTACLES: ALL OUTDOOR RECEPTACLES SHALL BE WP/6FGI INSTALLED AT EACH WALL COUNTER SPACE THAT IS 1 2" OR WIDER. RECEPTACLE PROTECTED. GEG ART. 210.80), OUTLETS SHALL BE INSTALLED 50 THAT NO POINT ALONG THE WALL LINE 15 MORE THAN 24" MEASURED HORIZONTALLY FROM A RECEPTACLE OUTLET 50.) OUTDOOR_LIGHTING: TO BE HIGH EFFICACY. LOW EFFICACY LIGHTING IS SPACE. GEG ART. 210.52 (C) (1). ALL KITCHEN COUNTERTOP 15 AND 20 AMP., ALLOWED, BUT ONLY IF FIXTURES ARE CONTROLLED BY A MOTION DETECTOR 4 ONE OF THE FOLLOWING: A.) PHOTO CONTROL; OR B.) ASTRONOMICAL TIME 120 VOLT RECEPTACLES WILL BE GFCI PROTECTED. CLOCK; OR GJ ENERGY MANAGEMENT CONTROL SYSTEM (EMG5) LAUNDRY d UTILITY ROOMS: _ ACLES: PROVIDE OUTLET NEAR TOP PLATE, 3 1.) CHRISTMAS LIGHTS REGEPT 16.) LA_UNDRY_4 UTILITY _ROOM_ RECFPTACLf_OUTLETS: SHALL BE SUPPLIED BY AT SWITCHED a FRONT DOOR - I PROTECTED. LEAST ONE 20 -AMPERE BRANCH CIRCUIT. SUCH CIRCUITS SHALL HAVE NO OTHER 20v 32.1 HVAC, GOND._UNIT: PROVIDEE 2 220v ELECT. DISGONNEGT W/ 30"X30" CLEAR OUTLETS PER GEG ART. 2 10.1 1 (G) (2). WORKSPACE 4 1 1 Ov WP 6FGI PROTECTED SERVICE RECEPTACLE WITHIN 25'. 1 1.) DRYER OUTLET:_ PROVIDE 4 -WIRE RECEPTACLE FOR DRYER PER CEG. ATTIC: 53.) PROVIDE LIGHTS, SWITCHES AND RECEPTACLE FOR MAINTENANCE OF MECHANICAL EQUIPMENT LOCATED IN ATTIC. KEVIN AVILA (530) 588-5682 CELL EMAIL ADDRESS: KAVIlaO440Yahoo.com �, I,j MAX RAMIREZ - GOLDEN SUN DESIGN - ENERGY GALLS .OI 22189 SAMSON AVENUE, CORNING, CALIFORNIA 9602 1 PHONE: (530) 321-1242 CELL 1J EMAIL ADDRESS: MaXOCadMama.cOm C] 0 SUMMIT STRUCTURAL DESIGN - STRUCTURAL ENGINEER G:\Users\Lynn\Documents\Ghlef X8 Plans\Kevin Avila -1 1 961 Meridian Road\Avila Residence.layout 383 RIO LINDO AVENUE 0200, CHICO, GA 95926 OWNER: KEVIN AVILA (530) 592-4401 WORK (530) 588-5682 CELL EMAIL ADDRE55: Rylande5ummitGhico.com EMAIL ADDRE55: KAvIla044eYahoo.c0m SUMMIT STRUCTURAL JOB NUMBER 1 5 -XXX ARCH D (24'"X 36-) WHILE EVERY ATTEMPT HAS BEEN MADE IN THE PREPARATION OF THIS PLAN TO AVOID MISTAKES, THE MAKER CANNOT GUARANTEE AGAINST HUMAN ERROR BUILDING CONTRACTOR / HOME OWNER TO REVIEW AND VERIFY ALL DIMENSIONS, SPECS, AND CONNECTIONS BEFORE CONSTRUCTION BEGINS. DRAFTING BY: ( 5 50) MffH 114 LVALLEY ROAD CHIGO, CiALWORNIA 95978 LYNN3MITH820ATT.NET ENERGY GALLS BY: GOLDEN SUN i„aESIGNs MAX RAMIREZ THESE PLANS HAVE BEEN REVIEWED ONLY FOR COMPLIANCE WITH ATTACHED STRUCTURAL CALCULATIONS. THE ENGINEER'S STAMP ON THI5 PLAN 15 VALID ONLY WITH A LETTER SIGNED BY THIS ENGINEER FOR EACH L �¢ 1a ry Igo C] 0 SUMMIT STRUCTURAL DESIGN - STRUCTURAL ENGINEER G:\Users\Lynn\Documents\Ghlef X8 Plans\Kevin Avila -1 1 961 Meridian Road\Avila Residence.layout 383 RIO LINDO AVENUE 0200, CHICO, GA 95926 OWNER: KEVIN AVILA (530) 592-4401 WORK (530) 588-5682 CELL EMAIL ADDRE55: Rylande5ummitGhico.com EMAIL ADDRE55: KAvIla044eYahoo.c0m SUMMIT STRUCTURAL JOB NUMBER 1 5 -XXX ARCH D (24'"X 36-) WHILE EVERY ATTEMPT HAS BEEN MADE IN THE PREPARATION OF THIS PLAN TO AVOID MISTAKES, THE MAKER CANNOT GUARANTEE AGAINST HUMAN ERROR BUILDING CONTRACTOR / HOME OWNER TO REVIEW AND VERIFY ALL DIMENSIONS, SPECS, AND CONNECTIONS BEFORE CONSTRUCTION BEGINS. DRAFTING BY: ( 5 50) MffH 114 LVALLEY ROAD CHIGO, CiALWORNIA 95978 LYNN3MITH820ATT.NET ENERGY GALLS BY: GOLDEN SUN i„aESIGNs MAX RAMIREZ THESE PLANS HAVE BEEN REVIEWED ONLY FOR COMPLIANCE WITH ATTACHED STRUCTURAL CALCULATIONS. THE ENGINEER'S STAMP ON THI5 PLAN 15 VALID ONLY WITH A LETTER SIGNED BY THIS ENGINEER FOR EACH L O ■O V/ 1 lu O Z = I %3 O Q M X a- O 1 T << _z �Q10d.- Q LL Ul aw u1 r- %,)a r U/ AL V, 3:tO V- L_q Z O =.J_JQJ < Z-7UI _w>tu 15 W v Q V Q Y 0tu 0 VUIOVW lt) _ W W W LIVABLE: 1 232 SgFt TOTAL _OARA<GE: O SgFt COVERED PATIO: O SgFt FRONT O SgFt REAR O 5gFt TOTAL DATE: 7/13/2016 SCALE: SHOWN U -S2 t STORY 5HEET a COPYRIGHT 2015 LT nN AI A - RE V I Inv �^J4 1 99 SYCAMORE VALLEY ROAD, CHICO, GA 9 5915 .ego»•+ayes (530) 89 1-0585 WORK (530) 914-0565 CELL Lrr:"eMrc"maoATT.:+e* EMAIL ADDRE55: Lynn5mlCh320ATTret THE CALCULATIONS, THEN IT SHALL BE CONSTRUCTED IN THE SAME CHARACTER A I 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 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 0 GENERAL STRUCTURAL NOTES MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER. D.) C) THESE CALCULATIONS ASSUME STABLE, UNDISTURBED SOILS AND LEVEL OR STEPPED FOOTINGS. 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, 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 g FOUNDATIONS A MINIMUM OF 10 FEET HORIZONTAL. U G) FOUNDATIONS SHALL NOT BE SCALED FROM PLAN OR DETAIL DRAWINGS. DIVISIONS I, 11, III, AND IV U.N.O.: H) FILL MATERIAL SHALL BE FREE FROM DEBRIS, VEGETATION, AND OTHER FOREIGN SUBSTANCES. 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 J.) FOR FOOTINGS PLACED ON OR ADJACENTTO SLOPES, A GEOTECHNICAL ENGINEER MUST APPROVE FOOTING PLACEMENTS IN VIOLATION OF FIGURE 1808.7.1 OF 2013 CBC. THIS H SPECIFIC STRUCTURAL ITEMS ONLY. ALL OTHER REQUIREMENTS OF THE BUILDING CODE CONCRETE WITH SOIL OR WEATHER EXPOSURE: SECTION 1808 OF THE 2013 CBC. EQUIVALENT FRAMING AND BLOCK OR OTHERWISE FRAME POSTS THROUGH FLOOR SYSTEMS. B) SEISMIC: NO DESIGN RECOMMENDATIONS HAVE BEEN MADE FOR THE SUITABILITY OF THE EXISTING KIPS INCLUDING WATERPROOFING, FIREPROOFING, DRAINAGE, DISABLED ACCESSIBILITY, EGRESS #5 BARS AND SMALLER 1 %" STORY HAVE BEEN INCLUDED IN THE DESIGN. THE OWNER SHALL BE ADVISED THAT EXISTING ADDITIONAL FOUNDATIONS MAY NOT BE STRUCTURALLY ADEQUATE AND SETTLEMENT, CRACKING, AND SEISMIC IMPORTANCE FACTOR: 1 OTHER PROBLEMS ASSOCIATED WITH EXISTING FOUNDATIONS ARE BEYOND THE SCOPE OF THIS WALL FRAME. STEEL STRAPS WHICH DO NOT REQUIRE THE CUTTING OF STUDS ARE AN 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 UN -MODIFIED PORTIONS OF THE FOUNDATIONS. MAPPED SPECTAL RESPONSE ACCELERATIONS: Ss = 0.621, S1= 0.279 3. CONCRETE / REINFORCING ALTERNATE IN THE STRUCTURAL DESIGN CALCULATIONS, ARE THE RESPONSIBILITY OF THE CONTRACTOR OR CONCRETE WITHOUT SOIL OR WEATHER EXPOSURE: 3/4" C) ALL CEMENT USED SHALL CONFORM TO ASTM C-150 AND SHALL BE TYPE II OR TRANSFERRED TO THE FOUNDATION BY VERTICAL GRAIN ONLY, U.N.O. TYPE III LOW ALKALI. SEISMIC SITE CLASS: D D) AGGREGATE SHALL CONFORM TO ASTM C-33 AND SHALL NOT CONTAIN MATERIALS WHICH ARE LONGITUDINAL OWNER. SHOULD ANY CHANGES BE MADE FROM THE DESIGN AS SPECIFIED IN THESE SEE NOTE 6-1 D FOR SILL AND ANCHOR BOLT SPECIFICATIONS. UNAVAILABLE IN REGARDS TO ALKALI REACTIVE MATERIALS, PROVIDE CEMENT WITH A BUILDING MAXIMUM ALKALI CONTENT LESS THAN 0.45% BY WEIGHT. SPECTRAL RESPONSE COEFFICIENTS: SDS = 0.539, SD1= 0.342, Cs = 0.08 E) CONCRETE EXPOSED TO FREEZING OR THAWING SHALL BE PROTECTED IN ACCORDANCE TO THE 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: THE FOLLOWING AS A MINIMUM SLAB -ON -GRADE: AT GARAGE SLABS, USE 4" THICK S.O.G. SEISMIC DESIGN CATEGORY: D WITH #3 BARS AT 15" O.C. EACH WAY ABOVE MID -DEPTH OF SLAB OVER 2" SAND, OVER BEAM 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 MID -DEPTH OF SLAB, OR 6X6 WWF ABOVE MID -DEPTH OF SLAB WITH SAME SUB -SLAB BUILDUP PER PLANS AND DETAILS. AT ALL OTHER AREAS. BASIC SEISMIC -FORCE -RESISTING SYSTEM: LIGHT FRAMED SHEAR WALLS G) SAW -CUT TOP 3/4" OF SLAB FOR CRACK CONTROL AT INTERVALS NOT TO EXCEED 10'-0" WHERE MACHINE BOLTS SLAB IS REINFORCED, SAW CUT AT INTERVALS NOT TO EXCEED 7'-0" WHERE SLAB IS MORE, (80) BAR DIAMETERS U.N.O. A.) DOUBLE TOP PLATE SPLICES: SPLICES AND JOINTS IN DOUBLE TOP PLATE OF STUD BEARING MECH SEISMIC BASE SHEAR: 3.6 KIPS 6-6 CONNECTIONS: C) THE DRAWINGS AND CALCULATIONS REPRESENT THE FINISHED STRUCTURE, AND, UNLESS BETWEEN MFR WALL SHALL OCCUR AT THE CENTER LINE OF SUPPORTING STUD. TOP PLATE SPLICES OF STUD RESPONSE MODIFICATION FACTOR: R = 6.5 CB CARRIAGE BOLTS SPECIFICALLY NOTED OTHERWISE, DO NOT SHOW THE METHOD OF CONSTRUCTION. THE K) #5 AND LARGER REBAR SHALL NOT BE RE-BENT. A.) WALLS SHALL BE 48" LONG WITH (12) 16d SINKERS EACH SIDE OF EACH SPLICE U.N.O. WHERE CCJ ANALYSIS PROCEDURE USED: EQUIVALENT STATIC FORCE PROCEDURE MISC. MISCELLANEOUS CONTRACTOR IS RESPONSIBLE FOR THE METHOD OF CONSTRUCTION, AND SHALL PROVIDE ALL CIP SPLICE IS INTERRUPTED, USE ST6224 STRAP U.N.O. MTL METAL B.) ALL BOLTS, NUTS, AND LAG SCREWS SHALL BE PROVIDED WITH FLAT OR MALLEABLE MEASURES NECESSARY TO PROTECT THE PUBLIC, CONSTRUCTION WORKERS, AND THE L) ALL REINFORCING STEEL AND ANCHOR BOLTS SHALL BE ACCURATELY LOCATED AND (N) NEW C) WIND: CLR CLEAR 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". CMU WIND SPEED: 110 MPH NSA NELSON STUD ANCHOR BRACING, SCAFFOLDING, ETCETERA. ALL BOLTS AND LAG SCREWS SHALL BE TIGHTENED UPON INSTALLATION AND RE -TIGHTENED COL COLUMN NTS WIND EXPOSURE: C BEFORE CLOSING IN OR AT COMPLETION OF JOB. CONC CONCRETE C.) MIS -PLACED ANCHOR BOLTS: WHERE ANCHOR BOLTS HAVE BEEN INCORRECTLY PLACED, CONN D) IF A PARTICULAR FEATURE OF CONSTRUCTION IS NOT FULLY SHOWN ON THE DRAWINGS OR IN 6. FRAMING/LUMBER D.) USE SIMPSON SET EPDXY WITH ANCHOR OF SAME DIAMETER WITH 7" EMBEDMENT IN D) LIVE LOADS: OH OPPOSITE HAND S S MILAR CONT CONTINUOUS OPNG ROOF 20 PSF REDUCIBLE THE CALCULATIONS, THEN IT SHALL BE CONSTRUCTED IN THE SAME CHARACTER A I 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 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. 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. 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 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 0 HAS NOT MADE A GEOTECHNICAL REVIEW OF SITE, ANY OTHER CONDITIONS ENCOUNTERED MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER. D.) 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 U= 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 E.) 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 g FOUNDATIONS A MINIMUM OF 10 FEET HORIZONTAL. U 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. NOT ALLOWED. STUDS SHALL HAVE FULL BEARING TO THE FOUNDATION PLATE. J.) FOR FOOTINGS PLACED ON OR ADJACENTTO SLOPES, A GEOTECHNICAL ENGINEER MUST APPROVE FOOTING PLACEMENTS IN VIOLATION OF FIGURE 1808.7.1 OF 2013 CBC. THIS H ENGINEER SHALL NOT BE LIABLE FOR ANY FOUNDATION NOT IN STRICT CONFORMANCE TO SECTION 1808 OF THE 2013 CBC. K.) WHERE LOADING TO EXISTING FOUNDATIONS IS NOT SUBSTANTIALLY INCREASED OR MODIFIED, ANCHOR BOLT NO DESIGN RECOMMENDATIONS HAVE BEEN MADE FOR THE SUITABILITY OF THE EXISTING KIPS FOUNDATIONS. ONLY THOSE FOUNDATIONS WHERE LOADS HAVE BEEN ADDED BY A SECOND LET -IN BRACES: LET IN BRACES SHALL NOT BE USED FOR TEMPORARY BRACING ON ANY STORY HAVE BEEN INCLUDED IN THE DESIGN. THE OWNER SHALL BE ADVISED THAT EXISTING ADDITIONAL FOUNDATIONS MAY NOT BE STRUCTURALLY ADEQUATE AND SETTLEMENT, CRACKING, AND ANGLE OTHER PROBLEMS ASSOCIATED WITH EXISTING FOUNDATIONS ARE BEYOND THE SCOPE OF THIS WALL FRAME. STEEL STRAPS WHICH DO NOT REQUIRE THE CUTTING OF STUDS ARE AN DESIGN. IF REVIEW OF THE EXISTING FOUNDATIONS IS REQUIRED, A GEOTECHNICAL ENGINEER ADJACENT SHOULD BE CONTACTED TO DETERMINE THE EXTENT AND ADEQUACY OF THE EXISTING, LONG LEG HORIZ. UN -MODIFIED PORTIONS OF THE FOUNDATIONS. ACCEPTABLE ALTERNATIVE. 3. CONCRETE / REINFORCING ALTERNATE A) CONCRETE SHALL HAVE A MINIMUM 28 DAY STRENGTH OF 2,500 PSI U.N.O. LONG LEG VERT. C) ALL CEMENT USED SHALL CONFORM TO ASTM C-150 AND SHALL BE TYPE II OR TYPE III LOW ALKALI. ARCHITECTURAL D) AGGREGATE SHALL CONFORM TO ASTM C-33 AND SHALL NOT CONTAIN MATERIALS WHICH ARE LONGITUDINAL ALKALI REACTIVE AS DETERMINED BY ASTM C-227,289, AND 295. IF TEST DATA IS SEE NOTE 6-1 D FOR SILL AND ANCHOR BOLT SPECIFICATIONS. UNAVAILABLE IN REGARDS TO ALKALI REACTIVE MATERIALS, PROVIDE CEMENT WITH A BUILDING MAXIMUM ALKALI CONTENT LESS THAN 0.45% BY WEIGHT. LONG SLOTTED HOLE E) CONCRETE EXPOSED TO FREEZING OR THAWING SHALL BE PROTECTED IN ACCORDANCE TO THE LATEST EDITION OF THE ACI 318. BLOCKING F) SLABS ON GRADE SHALL BE PER THE CONTRACTOR. SUMMIT STRUCTURAL DESIGN RECOMMENDS LAMINATED VENEER LUMBER THE FOLLOWING AS A MINIMUM SLAB -ON -GRADE: AT GARAGE SLABS, USE 4" THICK S.O.G. WALL FRAMING RECEIVING NAILING AT 3" ON CENTER OR LESS SHALL BE 3X NOMINAL U.N.O. WITH #3 BARS AT 15" O.C. EACH WAY ABOVE MID -DEPTH OF SLAB OVER 2" SAND, OVER BEAM MOISTURE BARRIER, OVER 4" AGGREGATE BASE. USE 3-1/2" SLAB WITH #3 AT 15" E.W. ABOVE MAXIMUM MID -DEPTH OF SLAB, OR 6X6 WWF ABOVE MID -DEPTH OF SLAB WITH SAME SUB -SLAB BUILDUP PER PLANS AND DETAILS. AT ALL OTHER AREAS. BOTTOM G) SAW -CUT TOP 3/4" OF SLAB FOR CRACK CONTROL AT INTERVALS NOT TO EXCEED 10'-0" WHERE MACHINE BOLTS 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. 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 WALL PERPENDICULAR TO TRUSS SIMPSON DTC CLIP AT EACH TRUSS - 1/2" GAPS TRUSS BY OTHERS, TYP NON—BEARING WALL 2X4 BLOCK AT 4'-0" O.C. WITH (2) 16d EACH END WALL PARALLEL TO TRUSS TYPICAL NON-BEARING WALL DETAIL NO SCALE ALL NON—SHEAR WALLS AND NON—BEARING WALLS TO HAVE HILT] X—CP72 SHOT PINS PER ICC ESR -2379 AT 24" O.C.-, Q�pFESSIpN9 rNo. 7568' * E . 6/ 0/16 s cIv\ - TgTF0 .CAL\V� 5/16/16 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE ONLY WITH THE ATTACHED STRUCTURAL CALCULATIONS 1 ' 'SUMMIT' STRUCTURAL DESIGN 383 Rio Lindo Ave. Suite 200 Chico, CA 95926 R 530.592.4407 SummitChico.com Ul W Q U O OO zN CONCRETE AND INSTALLATION PER MANUFACTURERS RECOMMENDATIONS AND CURRENT U ICC REPORT. 0 Q D.) CRIPPLE WALLS: CRIPPLE WALLS SHALL BE A MINIMUM OF 14" IN HEIGHT. FOR LESSER U= HEIGHTS, STACK 2X PLATES (AND SHIM AS REQUIRED). ABBREVIATIONS E.) NOTCHED OR CUT STUDS: NOTCHED AND OR CUT STUDS TO CLEAR ANCHOR BOLTS ARE =o N � g WD U > NOT ALLOWED. STUDS SHALL HAVE FULL BEARING TO THE FOUNDATION PLATE. DC H 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 PREFABRICATED ROOF TRUSSES: CTSK COUNTERSINK PL PLATE DBL DOUBLE PLWD PLYWOOD A) PREFABRICATED ROOF TRUSSES: PREFABRICATED ROOF TRUSSES SHALL BE DESIGNED BY THE DF DOUGLAS FIR PLCS PLACES TRUSS FABRICATOR PER THE REQUIREMENTS OF THE ARCHITECTURAL AND STRUCTURAL DF -L DOUGLAS FIR - LARCH PP PARTIAL PENETRATION DRAWINGS AND CBC 2303.4. DIA DIAMETER PT PRESSURE TREATED DJ DOUBLE JOIST P/C PRECAST CONCRETE B) COMPLETE CALCULATIONS AND SHOP DRAWINGS INCLUDING LAYOUT, SIZE OF MEMBERS, AND EA EACH P/T POST -TENSIONED CONNECTION DETAILS, STAMPED AND SIGNED BY AN ENGINEER LICENSED IN THE STATE OF EF EACH FACE REINF REINFORCEMENT CALIFORNIA, SHALL BE REVIEWED BY THE ENGINEER OF RECORD PRIOR TO TRUSS FABRICATION. EL ELEVATION (DATUM) REQ'D REQUIRED ELEV ELEVATION (VIEW) OR ELEVATOR SC SLIP CRITICAL C) TRUSS DESIGN LOADS: EN EDGE NAILING SEOR STRUCTURAL ENGINEER OF TOP CHORD LIVE LOAD: 20 PSF REDUCIBLE EQ EQUAL RECORD TOP CHORD DEAD LOAD: 8 PSF ES EACH SIDE SHTG SHEATHING BOTTOM CHORD DEAD LOAD 8 PSF (E) EXISTING SIM SIMILAR TOTAL LOAD 36 PSF EXP EXPANSION SOG SLAB -ON -GRADE UPLIFT LOAD AS REQUIRED BY THE 2013 CBC EXT EXTERIOR STD STANDARD EW EACH WAY STIFF STIFFENER D) TRUSS BRIDGING SHALL BE AS REQUIRED AND SPECIFIED BY THE TRUSS FABRICATOR. FF FINISH FLOOR STL STEEL FIN FINISH SQ SQUARE E) TRUSS MANUFACTURER SHALL OBTAIN ALL NECESSARY APPROVALS FROM THE PUBLIC AGENCIES FJ FLOOR JOIST SS STAINLESS STEEL INVOLVED IN GOVERNING CONSTRUCTION. FLR FLOOR SWS SHEAR WALL SCHEDULE FNDN FOUNDATION SYM SYMMETRICAL F) TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING MAXIMUM DEFLECTIONS UNDER DESIGN FOHC FREE OF HEART CENTER T&B TOP & BOTTOM LOADS: LIVE LOAD DEFLECTION = L/360, TOTAL LOAD DEFLECTION = L/240 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 BOTTOM CHORD OF SIMPSON STC CLIP GLB GLUE -LAM BEAM TN TOE NAIL TRUSS BY OTHERS/AT EACH TRUSS HDG HOT DIPPED GALVANIZED TR THREADED ROD HDR HEADER TYP TYPICAL HGR HANGER (SIMPSON) LINO UNLESS NOTED OTHERWISE HORIZ HORIZONTAL VERT VERTICAL 1/2" GAP ID INSIDE DIAMETER WP WORKPOINT INT INTERIOR WWF WELDED WIRE FABRIC JST JOIST W/ WITH NON—BEARING WALL JT JOINT W/O WITHOUT WALL PERPENDICULAR TO TRUSS SIMPSON DTC CLIP AT EACH TRUSS - 1/2" GAPS TRUSS BY OTHERS, TYP NON—BEARING WALL 2X4 BLOCK AT 4'-0" O.C. WITH (2) 16d EACH END WALL PARALLEL TO TRUSS TYPICAL NON-BEARING WALL DETAIL NO SCALE ALL NON—SHEAR WALLS AND NON—BEARING WALLS TO HAVE HILT] X—CP72 SHOT PINS PER ICC ESR -2379 AT 24" O.C.-, Q�pFESSIpN9 rNo. 7568' * E . 6/ 0/16 s cIv\ - TgTF0 .CAL\V� 5/16/16 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE ONLY WITH THE ATTACHED STRUCTURAL CALCULATIONS 1 ' 'SUMMIT' STRUCTURAL DESIGN 383 Rio Lindo Ave. Suite 200 Chico, CA 95926 R 530.592.4407 SummitChico.com Ul W Q U O OO zN U w 0 Q 00 U= a-:;7 OQ =o N � g WD U > DC H a PERMIT # BUTTE COUNTY DEVELOPMENT SERVItEVISIONS: REVIEWED FOR CODE COMPLIANCE DA SILL PLATE CONCRETE SLAB—ON—GRADE PER PLAN TYPICAL NON-BEARING WALL DETAIL NO SCALE DATE: 5/16/16 SCALE: NTS DRAWN BY: RKB JOB NUMBER: 16-215 SHEET: SIN FASTENING SCHEDULE (TABLE 2304.9.1) CONNECTION FASTENING"'" LOCATION 1. JOIST TO SILL OR GIRDER 3 - 8d COMMON (2 1/2" X 0.131") 'I O 3-3"X0.131"NAILS TOE NAIL 3 1/2- 3 - 3' 14 GA. STAPLES 1 3/8" 2. BRIDGING TO JOIST 2 - Sd COMMON (2 1/2" X 0.131") I I 5 1/2" 2 - 3" X 0.131' NAILS TOE NAIL EACH END STUD DIRECTLY 2 - 3" 14 GA. STAPLES DBL 2X 3. 1" X 6" SUBFLOOR OR LESS TO EACH JOIST 2 - 8d COMMON (2 1/2" X 0.131") FACE NAIL 4. WADER THAN 1' X 6" SUBFLOOR TO EACH JOIST 3 - 8d COMMON (2 1/2" X 0.131') FACE NAIL 5. 2" SUBFLOOR TO JOIST OR GIRDER 2 - 16d COMMON (3 1/2" X 0.162") BLIND AND FACE NAIL 6. SOLE PLATE TO JOIST OR BLOCKING 16d (3 1/2" X 0.135") AT 16" O.C. CONSENT FROM THE ENGINEER OF RECORD. TYPICAL TOP PLATE SPLICE 3" X 0.131" NAILS AT 8" O.C. TYPICAL FACE NAIL 3" 14 GA. STAPLES AT 12" O.C. 2.) PROVIDE (2) BOLTS MIN PER SILL PLATE. SOLE PLATE TO JOIST OR BLOCKING AT 3 - 16d (3 1/2" X 0.135') AT 16" O.C. 4 - 3" X 0.131" NAILS AT 16" O.C. BRACED WALL PANELS BRACED WALL PANEL 4 - 3" 14 GA. STAPLES PER 16" 6 7. TOP PLATE TO STUD 2 - 16d COMMON (3 1/2" X 0.162") AB ®2 9 O.C. 3 - 3" X 0.131" NAILS END NAIL RBC AT V-2 O.C. 3 - 3" 14 GA. STAPLES 8. STUD TO SOLE PLATE 4 - 8d COMMON (2 1/2" X 0.131") (I 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 II II I I°I 11- LL I- LL 3 - 3" 14 GA. STAPLES 9. DOUBLE STUDS 16d (3 1/2' X 0.135") AT 24" O.C. 3.) NAIL SIZES: 8d: 2 1/2" X 0.131" DIAMETER COMMON, OR 2 1/2" X 0.113" DIAMETER HDG BOX. 3" X 0.131" NAIL AT 8" O.C. FACE NAIL 3" 14 GA. STAPLE AT 8" O.C. 10. DOUBLE TOP PLATES 16d (3 1/2" X 0.135") AT 16" O.C. - - ° 3" X 0.131" NAIL AT 12" O.C. TYPICAL FACE NAIL 3" 14 GA. STAPLE AT 12" O.C. DOUBLE TOP PLATES 8 - 16d COMMON (3 1/2" X 0.162") LAP SPLICE 12 - 3" X 0.131" NAILS 12 - 3" 14 GA. STAPLES 11. BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE 3 - 8d COMMON (2 1/2' X 0.131") DO NOT OVERDRIVE NAILS. STAGGER SOLE FASTENING AND PRE -DRILL PILOT HOLES (MAX 3-3'X0.131"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 75X NAIL DIA) TO AVOID SPLITTING WALL ELEMENTS. 3" 14 GA. STAPLE AT 6" O.C. 13. TOP PLATES, LAPS AND INTERSECTIONS 2 - 16d COMMON (3 1/2" X 0.162') 4.) ALLOWABLE LOADS MAY BE MULTIPLIED BY 1.4 WHERE WIND LOADS GOVERN. 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") PERMIT #_ BUTTE COUNTY DEVELOPMENT SERVICES 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, ', B TABLE 2308.10.4.1 4 - 3" X 0.131" NAILS FACE NAIL 4 4 - 3" 14 GA. STAPLES TYPICAL SHEAR WALL SC1TAAY EDULE 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" 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 BAND JOIST - - - -- 3 - 16d COMMON (3 1/2" X 0.162') 4 - 3" X 0.131" NAILS FACE NAIL 4 - 3" 14 GA. STAPLES 30. LEDGER STRIP 3 - 16d COMMON (3 1/2" X 0.162") 4 - 3" X 0.131' NAILS FACE NAIL 4 - 3" 14 GA. STAPLES 31. WOOD STRUCTURAL PANELS AND PARTICLE BOARD! 1/2" AND LESS 60 SUBFLOOR, ROOF AND WALL SHEATHING (TO FRAMING) 2 3/8' X 0.113" NAIL" 19/32" TO 3/4" 8d OR 6d' 23/8'X0.113"NAIL' 7/8" TO 1" 8d° SINGLE FLOOR (COMBINATION SU BFLOOR-UNDERLAYM ENT 1 1/8" TO 1 1/4" 1Od' OR 8cV TO FRAMING) 3/4" AND LESS 6d• " T01 1/4" Od' OR 8d• 1 1/8- TO 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 nails are permrciea Lo De uses exaePL "nate vu.m .. awwu. 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 - 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") man 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 IO SDI NO SCALE WALL CONTINUES WHERE ;- 2 1/2- MAX. DEPTH FOR 2X4 PLATE , ��OCCURS PER PLAN 3 1/2" MAX. DEPTH FOR 2X6 PLATE (5) 16d +++ + + AT EXISTING FOUNDATIONS AND AT MISSED AB PROVIDE 1/2" + + 1 + + DIAMETER TITEN HD AT REQUIRED SPACING WITH 4" EMBED, 1 3/4- 5 1/2" MAX + + MINIMUM EDGE DISTANCE, 8" MINIMUM END DISTANCE, AND 8" MINIMUM SPACING. LOCATE AND AVOID ALL REINFORCING PRIOR TO A + DRILLING. INSTALL PER MANUFACTURER'S RECOMMENDATIONS N PARTIAL PLAN AT TOP PLATE CORNER AND TEE DBL 2X TOP PLATE STI26 STRAP, U.N.O., 12" MAX 4'-0" MAX AT (3) STORY AND TALLER A PER DETAIL BELOW --,,.,CENTERED ON DISCONTINUITY 5" MIN 6'-0" MAX AT 1 AND 2 STORY PT DF -L N (SEE SHEAR WALL SCHED.) SILL rFh PROVIDE SIMPSON RPS22 STRAP AT EACH PLATE,TOP PLATE I I i. PLATE WASHER (2) MIN PER NOTCH I I PER 6/SDi � 7 MIN � " " " NO SCALE C NOTCHING AND BORING PERMITTED IN THIS REGION Ls a� H� STRUCTURAL WALL STUD S D I NO SCALE S D1 NO SCALE S D1 TOP PLATE PER 6/SDi _ PIPE AS OCCURSUSED NOMINAL ACTUAL STUD DIRECTLY UNDER SPLICE, TYP. X 3 X .229 , TYP FIJI MASA/MASAP ANCHOR OPTION PER NOTE 4 TYPICAL TOP PLATE DISCONTINUITY (5) 16d AT CORNER OR INTERSECTING WALL 1/2" DIA AB WITH 2" HOOK, TYP FNDN PER PLAN 'I O 60% I 3 1/2- O '■ 1 3/8" • " OPENING I I 5 1/2" 1 3/8" 1 1/2" WALL FRAMING 16d SINKERS AT 16" O.C. 4'-0" MIN. LAP LENGTH TYP 16d SINKERS AT 16" O.C. STUD DIRECTLY 3 1/4" DBL 2X I NOTE: DO NOT BORE HOLES OR CUT NOTCHES IN STRUCTURAL WALL MAX, TYP. PER PLAN, TYP (12) MIN. BETWEEN SPLICES 16d SINKERS AT 16" O.C.(12) MIN. BETWEEN SPLICES GENERAL NOTES: TOP PLATE 4.) CONTACT SUMMIT STRUCTURAL DESIGN FOR MASA/MASAP ANCHOR OPTION IN LIEU OF PLATES GREATER THAN 1/3 THE PLATE I I INTERSECTING WALL OR CORNER WHERE OCCURS --i A35 AT 2'-8" O.C. (12) MIN. BETWEEN SPLICES 1.) SILL PLATE SHALL BE 2X PT DF -L UNLESS NOTED OTHERWISE IN SHEAR WALL SCHEDULE. CONSENT FROM THE ENGINEER OF RECORD. TYPICAL TOP PLATE SPLICE . I I RBC AT V-8" O.C. 2.) PROVIDE (2) BOLTS MIN PER SILL PLATE. I I°I I I I FACE of SHEATHING. TYPICAL TOP PLATE NOTCH DETAIL 9 TYPICAL TOP PLATE SPLICE DETAIL 6 3.) DIAGONALLY SLOTTED PLATE WASHERS WITH A MAXIMUM SLOT LENGTH OF 1 3/4" MAY BE NO SCALE C NOTCHING AND BORING PERMITTED IN THIS REGION Ls a� H� STRUCTURAL WALL STUD S D I NO SCALE S D1 NO SCALE S D1 TOP PLATE PER 6/SDi _ PIPE AS OCCURSUSED NOMINAL ACTUAL O TYP'I U.N.O.oil 'I O 60% 3 1/2- O '■ 1 3/8" • " OPENING WHEN A STANDARD CUT WASHER IS ADDED BETWEEN THE PLATE WASHER AND NUT. 5 1/2" 1 3/8" 2 3/16" STUD DIRECTLY 3 1/4" DBL 2X AND SPACING NOTE: DO NOT BORE HOLES OR CUT NOTCHES IN STRUCTURAL WALL UNDER SPLICE, TYP. 1 TOP PLATE 4.) CONTACT SUMMIT STRUCTURAL DESIGN FOR MASA/MASAP ANCHOR OPTION IN LIEU OF PLATES GREATER THAN 1/3 THE PLATE WIDTH WITHOUT WRITTEN INTERSECTING WALL OR CORNER WHERE OCCURS --i A35 AT 2'-8" O.C. ANCHOR BOLTS. CONSENT FROM THE ENGINEER OF RECORD. TYPICAL TOP PLATE SPLICE . 5.) AT SHEAR WALLS, PLATE WASHER MUST BE LOCATED 1/2" OR LESS FROM THE INSIDE RBC AT V-8" O.C. I I I°I I I I FACE of SHEATHING. TYPICAL TOP PLATE NOTCH DETAIL 9 TYPICAL TOP PLATE SPLICE DETAIL 6 TYPICAL FNDN ANCHOR BOLT DETAIL 3 NO SCALE C NOTCHING AND BORING PERMITTED IN THIS REGION Ls a� H� STRUCTURAL WALL STUD S D I NO SCALE S D1 NO SCALE S D1 TOP PLATE PER 6/SDi _ NON-STRUCTURAL WALL STUD STUD WIDTH NOTCHING ' SPA61NG PER PLA NOMINAL ACTUAL O TYP'I U.N.O.oil 'I O 60% 3 1/2- O '■ 1 3/8" • " OPENING 6" 5 1/2" NON-STRUCTURAL WALL STUD STUD WIDTH NOTCHING BORING NOMINAL ACTUAL 25% 40% 40% 60% 4" 3 1/2- 7/8" 1 3/8" 1 3/8" 2 1/16" 6" 5 1/2" 1 3/8" 2 3/16" 1 2 3/16" 3 1/4" NOTES: 1.) STRUCTURAL WALL STUDS SHALL NOT BE NOTCHED GREATER THAN 25% 2. NON-STRUCTURAL WALL STUDS SHALL NOT BE NOTCHED GREATER THAN 40% 3. STRUCTUAL WALL STUDS SHALL NOT BE BORED GREATER THAN 40% 4. NON-STRUCTURAL WALLS MAY BE BORED UP TO 60% WHERE STUDS ARE DOUBLED AND NOT MORE THAN (2) SUCH SUCCESSIVE DOUBLED STUDS ARE SO BORED. 5.) BORED HOLES SHALL BE AT CENTERLINE OF STUD WITH GREATER THAN 5/8" OF MATERIAL FROM STUD EDGE TO HOLE EDGE. 6.) NOTCHES AND BORED HOLES SHALL NOT OCCUR AT THE SAME SECTION. TYPICAL WALL FRAMING PENETRATIONS NO SCALE HOLDOWN AND POST PER SCHEDULE WHERE OCCURS, SHEAR PER PLAW E) SLAB ON GRADE E.N STUD WALL ELEVATION KEY ® HEADER PER PLAN ® TRIMMERS PER SCHEDULE © KING STUDS PER SCHEDULE Q 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 Q 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 2X4 WALL OPENING SCHEDULE (110 MPH, EXPOSURE C) SHEAR WALL TYPE "N" FOR A MINIMUM OPENING WIDTH TRIMMER/S KING STUD/S UP TO 3'-0" (1) 2X4 (1) 2X4 UP TO 6'-0" (1) 2X4 (3) 2X4 UP TO 8'-0" (2) 2X4 (3) 2X4 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. 8 TYPICAL STUD WALL ELEVATION 5 TYPICAL HOLDOWN SCHEDULE 2 S D I NO SCALE S D J1 NO SCALE �Dl CORNER WHERE OCCURS _ (5) 16d NAILS AT TOP PLATE PER 6/SD1 - - - - - LAPPED CORNERS, TYP ----Ii---rT 1.7 1 II I°I LI IFIELD NAIL PER PROVIDE GAP BETWEEN I I ( I I SHEAR WALL SCHED. PANELS AS REQ'D BY I I I I I MFR, 1/8" MIN I I I I I 11 11 -WALL FRAMING PER PLAN 1 11 11 11 EN PER SHEAR 11 11 11 11 WALL SCHED. -PT DF SILL AND BLOCK AS REQ'D I I°I I°I 1 (I II AB PER 3/SDi AT ALL EDGES, TYP I II II 11 COMPRESSION AT HDU2 HOLDOWNS AT (E) FOUNDATIONS PROVIDE 5/8" DIA. A307 THREADED ROD IN SIMPSON SET -XP EPDXY WITH STUD 12" EMBED IN (E) FOOTING SPACING (BELOW SLAB). INSTALL PER PER PLA MFR. RECOMMENDATIONS. LOCATE AND AVOID ALL REINFORCING PRIOR TO j DRILLING i z #4 CONT. BAR - TOP AND BOTT.--, U, 01 (E) FNDN 12" MIN. NOTES: 1. FOUNDATION SIZES AND REINFORCING SHOWN SHALL BE FIELD VERIFIED AND ANY DISCREPANCIES BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO CONSTRUCTION. 2. SPECIAL INSPECTION REQUIRED FOR EPDXY ANCHORS. TYPICAL E FOOTING DETAIL 7 NO SCALE AD1 I I i t I POST AS REQ'D HEARPLY PER HOLDOWN - PER SHEAR SCHEDULE WALL SCHED. I � I•I I°I --N,,, I I°I I II II I N I I II II I I I I•I I°1 I II II II II I I HOLDOWN SHEAR WALL TYPE "N" FOR A MINIMUM HOLDOWN SCHEDULE (*SEE ALL NOTES BELOW*) 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*) HOEDOWWN SIMPSONLDBOLME2 MODEL NUMBER M 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 HDU2X NAIL SIZE 1 5/16" 5/8" DIA. TR PER 7/SDi 6 SCREWS 6" HDU4X AND SPACING 1 5/16" SSTB20 SSTB24 10 SCREWS 6" 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. 8 TYPICAL STUD WALL ELEVATION 5 TYPICAL HOLDOWN SCHEDULE 2 S D I NO SCALE S D J1 NO SCALE �Dl CORNER WHERE OCCURS _ (5) 16d NAILS AT TOP PLATE PER 6/SD1 - - - - - LAPPED CORNERS, TYP ----Ii---rT 1.7 1 II I°I LI IFIELD NAIL PER PROVIDE GAP BETWEEN I I ( I I SHEAR WALL SCHED. PANELS AS REQ'D BY I I I I I MFR, 1/8" MIN I I I I I 11 11 -WALL FRAMING PER PLAN 1 11 11 11 EN PER SHEAR 11 11 11 11 WALL SCHED. -PT DF SILL AND BLOCK AS REQ'D I I°I I°I 1 (I II AB PER 3/SDi AT ALL EDGES, TYP I II II 11 COMPRESSION AT HDU2 HOLDOWNS AT (E) FOUNDATIONS PROVIDE 5/8" DIA. A307 THREADED ROD IN SIMPSON SET -XP EPDXY WITH STUD 12" EMBED IN (E) FOOTING SPACING (BELOW SLAB). INSTALL PER PER PLA MFR. RECOMMENDATIONS. LOCATE AND AVOID ALL REINFORCING PRIOR TO j DRILLING i z #4 CONT. BAR - TOP AND BOTT.--, U, 01 (E) FNDN 12" MIN. NOTES: 1. FOUNDATION SIZES AND REINFORCING SHOWN SHALL BE FIELD VERIFIED AND ANY DISCREPANCIES BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO CONSTRUCTION. 2. SPECIAL INSPECTION REQUIRED FOR EPDXY ANCHORS. TYPICAL E FOOTING DETAIL 7 NO SCALE AD1 I I i t I POST AS REQ'D HEARPLY PER HOLDOWN - PER SHEAR SCHEDULE WALL SCHED. I � I•I I°I --N,,, I I°I I II II I N I I II II I I I I•I I°1 I II II II II I I HOLDOWN SHEAR WALL TYPE "N" FOR A MINIMUM SHEAR WALL LEGENDSTRUCTURAL 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) GENERAL NOTES: 1 ) HOEDOWNS SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS ®6 " O.C.d O 12 " O.C. 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. 8 TYPICAL STUD WALL ELEVATION 5 TYPICAL HOLDOWN SCHEDULE 2 S D I NO SCALE S D J1 NO SCALE �Dl CORNER WHERE OCCURS _ (5) 16d NAILS AT TOP PLATE PER 6/SD1 - - - - - LAPPED CORNERS, TYP ----Ii---rT 1.7 1 II I°I LI IFIELD NAIL PER PROVIDE GAP BETWEEN I I ( I I SHEAR WALL SCHED. PANELS AS REQ'D BY I I I I I MFR, 1/8" MIN I I I I I 11 11 -WALL FRAMING PER PLAN 1 11 11 11 EN PER SHEAR 11 11 11 11 WALL SCHED. -PT DF SILL AND BLOCK AS REQ'D I I°I I°I 1 (I II AB PER 3/SDi AT ALL EDGES, TYP I II II 11 COMPRESSION AT HDU2 HOLDOWNS AT (E) FOUNDATIONS PROVIDE 5/8" DIA. A307 THREADED ROD IN SIMPSON SET -XP EPDXY WITH STUD 12" EMBED IN (E) FOOTING SPACING (BELOW SLAB). INSTALL PER PER PLA MFR. RECOMMENDATIONS. LOCATE AND AVOID ALL REINFORCING PRIOR TO j DRILLING i z #4 CONT. BAR - TOP AND BOTT.--, U, 01 (E) FNDN 12" MIN. NOTES: 1. FOUNDATION SIZES AND REINFORCING SHOWN SHALL BE FIELD VERIFIED AND ANY DISCREPANCIES BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO CONSTRUCTION. 2. SPECIAL INSPECTION REQUIRED FOR EPDXY ANCHORS. TYPICAL E FOOTING DETAIL 7 NO SCALE AD1 I I i t I POST AS REQ'D HEARPLY PER HOLDOWN - PER SHEAR SCHEDULE WALL SCHED. I � I•I I°I --N,,, I I°I I II II I N I I II II I I I I•I I°1 I II II II II I I HOLDOWN FESS/p Q� Nq K. BF� _ Ci`:�No. 75688`�1 * 6/ 0/16 JJ C 1 V 1 \- gTFOF CAO 5/16/16 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 LU C) Q U J z0 O2 = U W zQ 00 UaC U z 0 < = C) rV00 < W a .SW h� R U REVISIONS: DATE: 5/16/16 SCALE: NTS DRAWN BY: RKB JOB NUMBER: 16-215 SHEET: NO SCALE NO SCALE D 1 SD1 SD1 SHEAR WALL TYPE "N" FOR A MINIMUM SHEAR WALL LEGENDSTRUCTURAL 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) Q2X MUDSILL12d O 7 O.C.d ®6 " O.C.d O 12 " O.C. A35 AT 2'-8" O.C. 260 6 AB 0 3'-9" O.C. . . RBC AT V-8" O.C. I I I°I I I I MUDSILL 12d ® 5" O.C. 8d 0 4" O.C. 8d 0 12" O.C. A35 AT V -8M O.C. 350 4*2X AB ®2 9 O.C. RBC AT V-2 O.C. FESS/p Q� Nq K. BF� _ Ci`:�No. 75688`�1 * 6/ 0/16 JJ C 1 V 1 \- gTFOF CAO 5/16/16 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 LU C) Q U J z0 O2 = U W zQ 00 UaC U z 0 < = C) rV00 < W a .SW h� R U REVISIONS: DATE: 5/16/16 SCALE: NTS DRAWN BY: RKB JOB NUMBER: 16-215 SHEET: NO SCALE NO SCALE D 1 SD1 SD1 I I I°I I.I I I LI I SCHEDULE GENERAL NOTES: I I I I I I 1.) WALL FRAMING: USE 2X OR WIDER DF -L STUDS (PER PLAN), SOLE PLATE. TOP PLATES, AND BLOCKING. I I I I I I I I I USE PT DF -L MUDSILL PER SCHEDULE ABOVE. BLOCK ALL PANEL EDGES. I I I°I I I I 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 (I COMPRESSION POSTS/STUDS. I II II I I°I 11- LL I- LL 3.) NAIL SIZES: 8d: 2 1/2" X 0.131" DIAMETER COMMON, OR 2 1/2" X 0.113" DIAMETER HDG BOX. - -I - • - ° - - - - ° 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 75X NAIL DIA) TO AVOID SPLITTING WALL ELEMENTS. SILL PLATE AND AB 4.) ALLOWABLE LOADS MAY BE MULTIPLIED BY 1.4 WHERE WIND LOADS GOVERN. SIZE/SPACING PER SCHED. �31to - /// D PERMIT #_ BUTTE COUNTY DEVELOPMENT SERVICES 12" FOUNDATION PER PLAN MAX. REVIEWED FOR CODE COMPLIANCE NOTE: STUD SPACING = 16" O.C., U.N.O. CORNER WHERE OCCURS ', B TYPICAL SHEAR WALL ELEVATION 4 TYPICAL SHEAR WALL SC1TAAY EDULE FESS/p Q� Nq K. BF� _ Ci`:�No. 75688`�1 * 6/ 0/16 JJ C 1 V 1 \- gTFOF CAO 5/16/16 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 LU C) Q U J z0 O2 = U W zQ 00 UaC U z 0 < = C) rV00 < W a .SW h� R U REVISIONS: DATE: 5/16/16 SCALE: NTS DRAWN BY: RKB JOB NUMBER: 16-215 SHEET: NO SCALE NO SCALE D 1 SD1 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") 40% 40% 3 - 3" X 0.131' NAILS TOE NAIL 3 1/2" 3 - 3" 14 GA. STAPLES 1 3/8" 2. BRIDGING TO JOIST 2 - 8d COMMON (2 1/2" X 0.131") 6" 5 1/2- 2 - 3" X 0.131' NAILS TOE NAIL EACH END 1 2 3/16" 2 - 3" 14 GA. STAPLES 1 5/16" 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. 6 6 AB 0 3-9" O.C. 3" X 0.131' NAILS AT 8" O.C. TYPICAL FACE NAIL WALL SCHED. 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. 4 - 3" X 0.131" NAILS AT 16" O.C. BRACED WALL PANELS BRACED WALL PANEL 4 - 3' 14 GA. STAPLES PER 16" A35 AT V -8M O.C. 7. TOP PLATE TO STUD 2 - 16d COMMON (3 1/2" X 0.162") I I I I I I I s i l i 1 SHEAR PLY COMPRESSION POST AS REQ'D PER HOLDOWN 3 - 3" X 0.131" NAILS END NAIL RBC AT 1 -2 O.C. 3 - 3" 14 GA. STAPLES PER SHEAR 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 I 3 - 3" X 0.131" NAILS 3 - 3" 14 GA. STAPLES I°I I`I II II I 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 PER 3" 14 GA. STAPLE AT 8" O.C. 10. DOUBLE TOP PLATES 16d (3 1/2' X 0.135') AT 16" O.C. II II I I I I II PCHEDULE 1 I.I \j 3" X 0.131" NAIL AT 12" O.C. TYPICAL FACE NAIL 3' 14 GA. STAPLE AT 12" O.C. � II II I I I I I --L-- LL 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") 12" 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. WADER 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 29. JOIST TO BAND JOIST 3 - 16d COMMON (3 1/2- X 0.162") 4 - 3" X 0.131" NAILS FACE NAIL 4 - 3" 14 GA. STAPLES 30. LEDGER STRIP 3 - 16d COMMON (3 1/2" X 0.162") 4 - 3" X 0.131" NAILS FACE NAIL 4 - 3" 14 GA. STAPLES 31. WOOD STRUCTURAL PANELS AND PARTICLE BOARD.b 1/2" AND LESS 60 SUBFLOOR, ROOF AND WALL SHEATHING (TO FRAMING) 2 3/8" X 0.113" NAIL" 19/32' TO 3/4" 8d OR 6d• 2 3/8" X 0.113' NAIL' 7/8" TO 1" 8d° SINGLE FLOOR (COMBINATION SU BFLOOR-UNDERLAYM ENT 4" OR 8d° BTO FRAMING) 3/4- AND LESS 6d' 7/8' TO 1" 8d• 1 1/8' TO 1 1/4" 1Odd 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 Dox nails are permixrea io De useu CXV0PL "Here vuior"iao Ckulou. 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 - 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") nan 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). 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 nalls 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. �- -WALL CONTINUES WHERE 2 1/2- MAX. DEPTH FOR 2X4 PLATE �OCCURS PER PLAN 3 1/2- MAX. DEPTH FOR 2X6 PLATE I+ (5) 16d +++' + + AT EXISTING FOUNDATIONS AND AT MISSED AB PROVIDE 1/2" + + + + DIAMETER 11TEN HD AT REQUIRED SPACING WITH 4" EMBED, 1 3/4" 'jl-�-5 1/2" MAX + + MINIMUM EDGE DISTANCE, 8" MINIMUM END DISTANCE, AND 8" MINIMUM SPACING. LOCATE AND AVOID ALL REINFORCING PRIOR TO A + DRILLING. INSTALL PER MANUFACTURER'S RECOMMENDATIONS N PARTIAL PLAN AT TOP PLATE CORNER AND TEE DBL 2X TOP PLATE 51126 STRAP, U.N.O.," 4'-0" MAX AT (3) STORY AND TALLER A PER DETAIL BELOW ---,,CENTERED ON DISCONTINUITY 1 12MIN MAX 6'-0" MAX AT 1 AND 2 STORY PT DF -L' (SEE SHEAR WALL SCHED.) SILL PROVIDE SIMPSON RPS22 STRAP AT EACH PLATE, TOP PLATE (2) MIN PER NOTCH PER 6/SD1 I Li 1 i t...� I I 7" MIN � � PLATE WASHER " I I X 3 X .229% TYP-/ STUD DIRECTLY UNDER SPLICE, TYP 4 MASA/MASAP ANCHOR OPTION PER NOTE 4 TYPICAL TOP PLATE DISCONTINUITY I I (5) 16d AT CORNER OR INTERSECTING WALL 1 /2" DIA AB WITH 2- HOOK, TYP FNDN PER PLAN I 1 1/2" WALL FRAMING 16d SINKERS AT 16" O.C. 4'-0" MIN. LAP LENGTH TYP 16d SINKERS AT 16" O.C. MAX, TYP. PER PLAN, TYP (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. I I 2.) PROVIDE (2) BOLTS MIN PER SILL PLATE. 3.) DIAGONALLY SLOTTED PLATE WASHERS WITH A MAXIMUM SLOT LENGTH OF 1 3/4" MAY BE PIPE AS OCCURSUSED WHEN A STANDARD CUT WASHER IS ADDED BETWEEN THE PLATE WASHER AND NUT. STUD DIRECTLY DBL 2X NOTE: DO NOT BORE HOLES OR CUT NOTCHES IN STRUCTURAL WALL UNDER SPLICE, TYP. II TOP PLATE 4.) CONTACT SUMMIT STRUCTURAL DESIGN FOR MASA/MASAP ANCHOR OPTION IN LIEU OF PLATES GREATER THAN 1/3 THE PLATE WIDTH WITHOUT WRITTEN INTERSECTING WALL OR CORNER WHERE OCCURS --i ANCHOR BOLTS. CONSENT FROM THE ENGINEER OF RECORD. 5.) AT SHEAR WALLS, PLATE WASHER MUST BE LOCATED 1/2- OR LESS FROM THE INSIDE TYPICAL TOP PLATE SPLICE FACE of SHEATHING. TYPICAL TOP PLATE NOTCH DETAIL 9 TYPICAL TOP PLATE SPLICE DETAIL 6 TYPICAL FNDN ANCHOR BOLT DETAIL f 3 NO SCALE �Dl NO SCALE LS D J1 NO SCALE �Dl - TOP ...PLATE PER 6/SDi... - -- - - _ - 8" 2 1 NOTCHING AND BORING PERMITTED IN THIS REGION 4 Ls/3 Ls„r- i 3 8" STRUCTURAL WALL STUD NON-STRUCTURAL WALL STUD STUD WIDTH NOTCHING BORING NOMINAL ACTUAL 25% 40% 40% 60% 4" 3 1/2" 7/8" 1 3/8" 1 3/8" 2 1/16" 6" 5 1/2- 1 3/8" 2 3/16" 1 2 3/16" 3 1/4" NOTES: 1.) STRUCTURAL WALL STUDS SHALL NOT BE NOTCHED GREATER THAN 25% 2. NON-STRUCTURAL WALL STUDS SHALL NOT BE NOTCHED GREATER THAN 40% 3. STRUCTUAL WALL STUDS SHALL NOT BE BORED GREATER THAN 40% 4. NON-STRUCTURAL WALLS MAY BE BORED UP TO 60% WHERE STUDS ARE DOUBLED AND NOT MORE THAN (2) SUCH SUCCESSIVE DOUBLED STUDS ARE SO BORED. 5.) BORED HOLES SHALL BE AT CENTERLINE OF STUD WITH GREATER THAN 5/8" OF MATERIAL FROM STUD EDGE TO HOLE EDGE. 6.) NOTCHES AND BORED HOLES SHALL NOT OCCUR AT THE SAME SECTION. IEGOIN ® IIII&I IN 10 LMN 21 AN Wil 1! 0 ® TRIMMERS PER SCHEDULE • KING STUDS PER SCHEDULE 2X4 11•"ii ® BLOCK AT ALL SHEATHING SPLICES, AND AT 10'-0" MAX UNBRACED STUD LENGTH 11 NAIL MULTIPLE TRIMMERS/KING STUDS TOGETHER WITH 16d AT 12" O.C. STAGGERED 11© •' ® POST PER PLAN WHERE OCCURS 6 SCREWS 6" HDU4 STUD WALL ELEVATION KEY ® HEADER PER PLAN ® TRIMMERS PER SCHEDULE © KING STUDS PER SCHEDULE 2X4 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 Q 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 2X4 WALL OPENING SCHEDULE (110 MPH, EXPOSURE C) GENERAL NOTES: 1.) HOEDOWNS 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. TYPICAL WALL FRAMING PENETRATIONS 8 TYPICAL STUD WALL ELEVATION 5 1 TYPICAL HOLDOWN SCHEDULE 2 NO SCALE SDI NO SCALE TOP PLATE PER 6/SD1 HOLDOWN AND POST PER SCHEDULE WHERE OCCURS PROVIDE PANELS MFR, 1/8 - WALL /8 WALL FRAMING PER PLAN SHEAR PER PLAN--- PT DF SILL AND BLOCK AB PER 3/SD1 AT AL ,• AT HDU2 HOLDOWNS AT (E) • /FOUNDATIONS PROVIDE 5/8- (E) SLAB ON GRADE"' RADE E.N. DIA. A307 THREADED ROD IN SIMPSON SET -XP EPDXY WITH STUD 12" EMBED IN (E) FOOTING SPACING • (BELOW SLAB). INSTALL PER PER PLA MFR. RECOMMENDATIONS. o ..0 LOCATE AND AVOID ALL _ REINFORCING PRIOR TO DRILLING Z_ #4 CONT. BAR M TOP AND BOTT. 04 (E) FNDN 12" MIN. NOTES: 1. FOUNDATION SIZES AND REINFORCING SHOWN SHALL BE FIELD VERIFIED AND ANY DISCREPANCIES BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO CONSTRUCTION. 2. SPECIAL INSPEC11ON REQUIRED FOR EPDXY ANCHORS. TYPICAL FASTENING SCHEDULE Io TYPICAL(E)FOOTING DETAIL 7 NO SCALE SDI NO SCALE S D I �Dl No SCALE �Dl CORNER WHERE OCCURS (5) 16d NAILS AT LAPPED CORNERS, TYP - - - AS " LEDGES, -n-- -fir OPENING WIDTH TRIMMER/S KING STUD/S UP TO 3'-0" (1) 2X4 (1) 2X4 UP TO 6'-0" (1) 2X4 (3 2X4 UP TO 8'-0" (2) 2X4 (3) 2X4 GENERAL NOTES: 1.) HOEDOWNS 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. TYPICAL WALL FRAMING PENETRATIONS 8 TYPICAL STUD WALL ELEVATION 5 1 TYPICAL HOLDOWN SCHEDULE 2 NO SCALE SDI NO SCALE TOP PLATE PER 6/SD1 HOLDOWN AND POST PER SCHEDULE WHERE OCCURS PROVIDE PANELS MFR, 1/8 - WALL /8 WALL FRAMING PER PLAN SHEAR PER PLAN--- PT DF SILL AND BLOCK AB PER 3/SD1 AT AL ,• AT HDU2 HOLDOWNS AT (E) • /FOUNDATIONS PROVIDE 5/8- (E) SLAB ON GRADE"' RADE E.N. DIA. A307 THREADED ROD IN SIMPSON SET -XP EPDXY WITH STUD 12" EMBED IN (E) FOOTING SPACING • (BELOW SLAB). INSTALL PER PER PLA MFR. RECOMMENDATIONS. o ..0 LOCATE AND AVOID ALL _ REINFORCING PRIOR TO DRILLING Z_ #4 CONT. BAR M TOP AND BOTT. 04 (E) FNDN 12" MIN. NOTES: 1. FOUNDATION SIZES AND REINFORCING SHOWN SHALL BE FIELD VERIFIED AND ANY DISCREPANCIES BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO CONSTRUCTION. 2. SPECIAL INSPEC11ON REQUIRED FOR EPDXY ANCHORS. TYPICAL FASTENING SCHEDULE Io TYPICAL(E)FOOTING DETAIL 7 NO SCALE SDI NO SCALE S D I �Dl No SCALE �Dl CORNER WHERE OCCURS (5) 16d NAILS AT LAPPED CORNERS, TYP - - - AS " LEDGES, -n-- -fir HOLDOWN SCHEDULE (*SEE ALL NOTES BELOW*) 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*) SIMPSON" HOLDOWN MODEL NUMBER MINIMUM HOLDOWN POST SIZE DISTANCE FROM CENTER OF CONCRETE ANCHOR TO FACE OF POST CONCRETE ANCHOR TYPE HOEDOWN FASTENERS AT POST MINIMUM STEM WALL WIDTH SINGLE POUR CONDITION TWO POUR CONDITION HDU2 DBL 2X 1 5/16" 5/8" DIA. TR PER 7/SDi 6 SCREWS 6" HDU4 DBL 2X 1 5/16" SSTB20 SSTB24 10 SCREWS 6" GENERAL NOTES: 1.) HOEDOWNS 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. TYPICAL WALL FRAMING PENETRATIONS 8 TYPICAL STUD WALL ELEVATION 5 1 TYPICAL HOLDOWN SCHEDULE 2 NO SCALE SDI NO SCALE TOP PLATE PER 6/SD1 HOLDOWN AND POST PER SCHEDULE WHERE OCCURS PROVIDE PANELS MFR, 1/8 - WALL /8 WALL FRAMING PER PLAN SHEAR PER PLAN--- PT DF SILL AND BLOCK AB PER 3/SD1 AT AL ,• AT HDU2 HOLDOWNS AT (E) • /FOUNDATIONS PROVIDE 5/8- (E) SLAB ON GRADE"' RADE E.N. DIA. A307 THREADED ROD IN SIMPSON SET -XP EPDXY WITH STUD 12" EMBED IN (E) FOOTING SPACING • (BELOW SLAB). INSTALL PER PER PLA MFR. RECOMMENDATIONS. o ..0 LOCATE AND AVOID ALL _ REINFORCING PRIOR TO DRILLING Z_ #4 CONT. BAR M TOP AND BOTT. 04 (E) FNDN 12" MIN. NOTES: 1. FOUNDATION SIZES AND REINFORCING SHOWN SHALL BE FIELD VERIFIED AND ANY DISCREPANCIES BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO CONSTRUCTION. 2. SPECIAL INSPEC11ON REQUIRED FOR EPDXY ANCHORS. TYPICAL FASTENING SCHEDULE Io TYPICAL(E)FOOTING DETAIL 7 NO SCALE SDI NO SCALE S D I �Dl No SCALE �Dl CORNER WHERE OCCURS (5) 16d NAILS AT LAPPED CORNERS, TYP - - - AS " LEDGES, -n-- -fir 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" GAP BETWEEN I I•I I°l I FIELD NAIL PER NAIL SIZE NAIL SIZE NAIL SIZE I REQ'D BY 1 II I I II I I SHEAR WALL SCHED. I ANCHOR BOLT SPACING AND SPACING AND SPACING MIN 1 I I I I (PLF) 2X MUDSILL 12d ® 7" O.C. 8d 0 6" O.C. I II II I EN PER SHEAR 260 6 6 AB 0 3-9" O.C. I I I I I WALL SCHED. RBC AT 1 -8 O.C. AS REQ'D 12d ® 5" O.C. 8d ® 4" O.C. 8d 0 12" O.C. A35 AT V -8M O.C. 350 TYP I I I I I I I I I s i l i 1 SHEAR PLY COMPRESSION POST AS REQ'D PER HOLDOWN RBC AT 1 -2 O.C. - I PER SHEAR SCHEDULE I II WALL SCHED. I•I I°I � I 1°I II N-, I 1 I II II I II II I I 1 II II I°I I`I II II I I I HOLDOWN II I°I I.I I PER 11 I I LI I II II I I I I II PCHEDULE 1 I.I \j I•I 11 I -I � II II I I I I I --L-- LL II I I°I I- - - LL SILL PLATE AND AB SIZE/SPACING PER SCHED. 12" 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 CUP SPACING (PLF) 2X MUDSILL 12d ® 7" O.C. 8d 0 6" O.C. 8d ® 12" O.C. A35 AT 2'-8" O.C. 260 6 6 AB 0 3-9" O.C. RBC AT 1 -8 O.C. 2X MUDSILL 12d ® 5" O.C. 8d ® 4" O.C. 8d 0 12" O.C. A35 AT V -8M O.C. 350 4* AB ®2 9 O.C. RBC AT 1 -2 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.) ALLOWABLE LOADS MAY BE MULTIPLIED BY 1.4 WHERE WIND LOAD/SS GOVERN. PERMIT #_3' t - ///-.o BUTTE COUNTY DEVELOPMENT SERVICES FOUNDATION PER PLAN MAX. REVIEWED FOR CODE COMPLIANCE NOTE: STUD SPACING = 16" O.C., U.N.O. CORNER WHERE OCCURS � 4 TYPICAL SHEAR WALL SSE -DU LE B I TYPICAL SHEAR WALL ELEVATION NO SCALE �Dl No SCALE �Dl , W'ESS/CN9 l K. F�� ='3 "fNo.75688' * 6/ 0/16 J,- CIV1�- gTF0F CALIF 0� 5/16/16 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE ONLY WITH THE ATTACHED STRUCTURAL CALCULATIONS �4 383 Rio Lindo Ave. Suite 200 Chico, CA 95926 P. 530.592.4407 SummitChico.com te, L U U z0 Q0U (� _ pC U LU N0 Z Q p0 U CC U q -z OQ D =o ..^. Qw ' •4 V) CL U_ se, a • idl REVISIONS: DATE: 5/16/16 SCALE: NTS DRAWN BY: RKB JOB NUMBER: 16-215 SHEET: SD1