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HomeMy WebLinkAboutB16-1035 000-000-000i i Date: SCOPE OF PgORKK By: FEMA REQU I fiZEMENTS THIS PERMIT SHALL BE LIMITED TO: L I. A BUILDING UNDER CONSTRUCTION FLOOD ELEVATION CERTIFICATE 15 REQUIRED PRIOR TO THE FRAME INSPECTION AND A FINISHED CONSTRUCTION 1 THE COMPLETE DEMOLITION OF THE EXISTING KITCHEN. LTHE PERMIT # y BUTTE UTt _ CQU NTY DElE6OM€N EV6E i¢ VVED FOR NORTH �. CODE COMPLIANCE DATE— 4c/ Q 6 BY LEGEND: C C EXISTING WALL 74 8E REMOVED AREAS: 1641 5Q. FT. R T FLOOR LIYINO AREA: EXISTING 1NA�LL TO REMAIN E 5 L c) FIRST NEW ^ALL cN) FIRST zST FLOOR IVINC AREA 752.5Q. FT. N NEN i) Q. T. (N) SECOND FLOOR LIVING AREA Q4i 5 E EX15TINO TOTAL L V I NG AREA: 3342 50. FT. (R) REMOVE 00\/. PORCH AREA 301 50.ET. BLA GO NY AREA: 52 50. FT. , Revision: Date: SCOPE OF PgORKK By: FEMA REQU I fiZEMENTS THIS PERMIT SHALL BE LIMITED TO: L I. A BUILDING UNDER CONSTRUCTION FLOOD ELEVATION CERTIFICATE 15 REQUIRED PRIOR TO THE FRAME INSPECTION AND A FINISHED CONSTRUCTION 1 THE COMPLETE DEMOLITION OF THE EXISTING KITCHEN. LTHE FLOOD ELEVATION CERTIFICATE 15 REQUIRED PRIOR TO FINAL APPROVAL OF STRUCTURE. (BUTT'S COUNTY CODE CHAPTER 26, ORDINANCE # 4041.) EW FAMILY ROOM MASTER BEDROOM 2. THE CONSTRUCTION OF A N L 2. BASE .FLOOR ELEV.. 1.0' BATHROOM S KITCHEN A5 SHOWN. MIN. HOUSE F.F.. 2.0 ABV. ADJ. GRADE MIN. 'MECHANICAL UNITS F.F.: 1.0' ABV. ADJ. GRADE 3. ELECTRICAL (N) ELECT. AS SHOWN INSTALL ALL 5. ADDITION FLOOD VENTILATION: '752/144 = .5.26 50. FT, OF NET FREE AREA. 4. MECHANICAL: INSTALL (N) CENTRAL HEATING AND AIR EQUIPMENT n n PROVIDE 2 I8 x24 CRAWL `SPACE VENT ® 1.6 50. FT. EACH. PROVIDE 4 r) r) TO THE ADDITION A5 SHOWN. 1 F 6 xa OOD VENTS ®`.54 SQ. FT. EACH. 'TOTAL FLOOD VENTING AREA i L L 4 4.0 PROVIDED 5.36 50. FT. P WN. 5. PLUMB G: IN i UMBINO FIXTURES A5 SHOINSTALL LL N L C PERMIT # y BUTTE UTt _ CQU NTY DElE6OM€N EV6E i¢ VVED FOR NORTH �. CODE COMPLIANCE DATE— 4c/ Q 6 BY LEGEND: C C EXISTING WALL 74 8E REMOVED AREAS: 1641 5Q. FT. R T FLOOR LIYINO AREA: EXISTING 1NA�LL TO REMAIN E 5 L c) FIRST NEW ^ALL cN) FIRST zST FLOOR IVINC AREA 752.5Q. FT. N NEN i) Q. T. (N) SECOND FLOOR LIVING AREA Q4i 5 E EX15TINO TOTAL L V I NG AREA: 3342 50. FT. (R) REMOVE 00\/. PORCH AREA 301 50.ET. BLA GO NY AREA: 52 50. FT. , Revision: Date: By: N W N 4.0 N C V � V � � W W a o M r h fir/ 00 M V� O z r � WLo� p4 CO Oo�� N H Q Qo AA 7k No. C 1 83 REN. 17 F F C HARP SIDENGE ADDITION Date MAY 2016 Scale Drawn G,hS Job I5 -202q Sheet Of sheets - I Z P ZO'05EDSEGOND FLOOR PLAN� 1/4 I_ o N COUNTERS E PR.' 2068 O ; BEDROOM E 2868. CABINETS E O PLUMBING I 8 GLG. E O -2868 FIXTURES AND ( BEDROOM CARPET 3068 8 L G.O. `APP IANGES GLG. SG. w CARPET SELF E L IVIN& GLSR. :2868 G.O. ROOM 8 GLG. X068 CARO PET FLOOR PLAN STRUCTURAL NOTES: 1. SEE TYPICAL NOTE SHEET -SN AND TYPICAL DETAIL PROPOSED F I RST. FLOOR PLAN 1/411 L L_ SHEETS SD1-SD4 FOR ADDITIONAL INFORMATION. I O 2. TYPICAL MINIMUM BEARING WALL FRAMING U.N.O.: REVIEWED EXTERIOR WALL: 2X6 DF STUD -AT:16 _ O.C. FOR v.. CODEC COMPLIANCE INTERIOR WALLS. 2X4 DF STUD AT 16 O.C.OM TE C 0 D I E AINTALYSIS 3. SEE DETAIL- 8' SD1 FOR TYPICAL STUDWALL ELEVATION AUG 6 G NORTH ... : L Y I V ROPENING - : 1/ JULJI t 1 1 l'tL LL h LLI LI�I�L 1 -AND.. TYPICAL WALL' OP INC SCHEDULE. >... L EN GOVERNINC-� CODES. 2013 GBG 201 CRC 2013 CEG 2013 OPG 2013 GMG TRS AND ASSOCIATES, ES 4. DO NOT REMOVE OR MODIFY SUPPORT' MEMBERS OR0f3 CFO, 2013 CALIF.GA IF. HEALTH � SAFE -TY CODE AMENDMENTS HARDWARE FOR EXISTING FRAMING WITHOUT THE013 CALIF.A IF. EN ERGY CODE EFFICIENCYI NGY STANDARDS, ZONE 11 G ENERALNOTES EXPRESS WRITTEN CONSENT OF THE ENGINEER OF BUTTE COU 2013 CALIF. ACCESSIBILITY REGUIREMENT5 AMERICANS N/ G RECORD. REVIEWED F D15ABILITIE5 ACT,2012 EDITION NFPA'101 2013 GG001550G !E V W !� AND TUB-SHOWERrGOMB ATION5-5HALL BE -PROVIDED El \ D 4. SHOWER A LEGEND: MISCELLANEOUS __ 1N- _ �- - _ OGG P P GROUP U ANGY GROU nn .� V D � M PL! E N/ I DIVIDUA CONTROL VALVES OF THE PRESSURE BALANCE C /N C 5.- ANY DISCREPANCIES ETW N FRAMING SHOWN AND ��BETWEEN '2 I E TRE DDRE�S�-AIUMBERS � - - - I. PROVIDE HIGH x W D S .. � DATE _.._._ OR E THERMOSTATIC MIXING VALVE TYPE. BY TH C- -C XIS I NG W� TO 8E ,REMOVED: ,.� E T LL FIELD CONDITIONS `SHALL BE IMMEDIATELY BROUGHT TO UI DING AREAS TABLE 503 OF GON?ir�STNG , 17I51BLE FROM STREETS. ,� ALLOWABLE HEIGHT AND B L ( ) IN NG5 PROV DING 0 ..�. A r4 RA ,FOR BUILDI 5. INSTALL I u R;f�.aaf�4N�3 - _ :_ _ - UNLIMITED _ __ AL OWAB E AREA L _ L L _ ES ID Ga 13 8� THICK OR __ 2. GARAGE° -MAN DOOR O B OL RE / THE ENGINEER F RECORD. _ S EE ER0 E .. SIN _ . _ _r � TO REM _ _.. ______ _�_., EXISTING W LL ._.. , . SETS.-_ -WATER CLO S ER ACTUA , F O R AREA: w SEF L L O FRE RATEI�`DR. L L G� O M I / C? _1� a2L� _..__ --:_- HORIZONTAL DRAINAGE PIPING SHALL BE 291; MIN. LO E. GRG R3 6. 5 GL AZI8. A NON-REMo VSLE BAL OW PRE VN.T ION DEVICE E SHALL BE 6. ALLEXPOSED FRAMING SH ALL BE PRESSURE TREATED 3. ALL DOORS w/ OTME INSTALLED ON WITH TREATMENT PROCESS AND APPLICATION PLUMBING `I THE WATER HEATER'S TYPE B 6AS`VN SHALL -TERMINATE APPROPRIATE FOR EXPOSURE ACCORDING TO MFR'S ESS THAN 5 IN VERTICAL NOT L L HEIGHT ABOVE THE HIGHEST i G VENTS SHA BE 12.57 5Q. WRITTEN GUIDELINES. I . THE AGGREGATE AREA OF PLUMB N LL CONNECTED APPLIANCE DRAFT HOOD OR FLUE COLLAR. - INCHES MIN. 2. GA5 FIRED WATERHEATER TANKS SHALL HA BE FASTENED TO THE MECHANICAL ' Z ALL STRUCTURAL MEMBERS SHALL BE `:FASTENED IN AUGE META STRAP 0516 OR EQ. ADJACENT FRAMING w I6 G METAL STRAP DUCT TO BE MIN. 4 cV TO THE OUTSIDE, EQUIPPED WITH I. D COMPLIANCE WITH 2013 CBC FASTENING SCHEDULE MIN -111 LONG 12 WOO D SCREWS Am All ABOVE CONTROLS Revision: ALLOWABLE STORY/HEIGHT: (3) -STORIES 40'-O" _.... _n . _ L...., w.,� NEW WALL TABLE 2304.9.1, UNLESS NOTED' OTHERWISE. A ACTUAL STORY EIGHT._am ,,.._ , ,,_. 2 ,:,STORY / 31 -O !I•�► O .�_ N NEW E EXISTING (E) CONSTRUCTION P TYPE VB TYPE: OR REQUIRED BY THE MANUFACTURES INSTALLATION H .. f��CLCC�f•1 GI Iaf.AITTAI - 1C1>.- ,;/.A T/1LJ ,R r) AREAS: AUTOMATIC SPRINKLER: N A Ono N/ HATER CONVERSING PL UMBING FIXTURES. INSTRUCTIONS MUST BE APPROVED BY BUILDING OFFICIAL. W EE WILDLAND URBAN FIRE U Revision: w/ n E OP OF THE TANK. IN OF THE T AND WITH 12 _ �� A BACK DRAFT DAMPER. 4 0 DUCT LENGTH f5 LIMITED TO , E B WS OTHER ENGTHS OR SIZESAS PERMITTED 14 WITH 2 L O L TABLE 2304.9.1, UNLESS NOTED' OTHERWISE. A rt -21-16 GS N 3. ALL NON -GOO P 1ANT PLUMBING FIXTUESSHALL BE REPLACED OR REQUIRED BY THE MANUFACTURES INSTALLATION H .. f��CLCC�f•1 GI Iaf.AITTAI - 1C1>.- ,;/.A T/1LJ AREAS: Ono N/ HATER CONVERSING PL UMBING FIXTURES. INSTRUCTIONS MUST BE APPROVED BY BUILDING OFFICIAL. W EE U NON-COMPLIANT P UMBING FIXTURES AS FOLL OWS: MANUFACTURED O USE ORE THAN .28 GAL. A. ANY TOILET M T M 1 (SUBMIT I REQUEST FOR MODIFIGATI ONS) ( ED A5 A VENT IN 2. SINGLE WALL METAL PIPE SHALL NOT $E USED po MINIMUM TITLE E -24 REaUIREMENTS. Fri U OR I V I NG 1=1.... S 1= O L E R T L ( ) ,4RE,�....- 0-- 4 OF WATER PER FLUSH. RED O HAVE A FLOW '� B. ANY SHOWER HEAD MANUFACTURED T (NGS AND RESIDENTI OCCUPANCIES. DWE L AL L tm W O U ___.�._ ST 00 R 11IN0 1- L . N ....m L �) ...,. ...� AREA: �152Q. 1=T. .d MINIMUM HE�TINC E1=1=1GIENGY q�gb �1=UE , REG2UIR�D HERS VERIFICATION: F NATER PER MIN. APAG TY OF MORE THAN 2.0 GAL. O W TE G I 3. ALL ENVIRONMENTAL AIR DUCTS SHALL BE A MIN. O 3 AWAY OP NI CTHE GS INTO UI DING. FROM ANY E N N H B L MINIMUM GOO'LINC EFFICIENCY: 14.0 SEER 11.1 ,SER -DUCT LE4KACE VERIFICATION _ (N) SEGOLI V I NG ARE � S. 1. 00---R FT.G. ANY KITCHEN FAUCET THAT EMITS MORE THAN 1.8 GAL. OF 4. ALL BATH BATH FANS SHALL HAVE A BAGKDRAFT DAMPER. 00 M w _ND -_F_.--L _q.�_.4„ WATER PER MIN. DUCT INSU ATION z8 HV4G.VIR= ON �350) R =RICERANT GHQZGE TOTAL LIVING ARE D. ANY LAVATORY FAUCET THAT EMITS MORE THAN I56A . R MIN. OF WATER PE 1 V� RADIANT BARRIER 8001= SHE/�TH I NG • REGID DRAW .58 W�4TT5 GFM \/ER I FY FAN WANT i / ) - COV. PORCH � REAS. �Q� - �a . C,� _ 1=T. o WATER HEATER EFFICIENCY: .82 1,4Q ' FAIN 1lEfi?I1= 31.Q3 G1=M 0 _ _----- ---- NY E BAS L GO AREA: 8 2 50. FT. E-1 mm w e H 0 Revision: Date: By: - A rt -21-16 GS N Ono W EE U W �o po Fri U ~ iil tm W O U w° .d o 00 M w p., V� z o04 o 0 E-1 mm w CowLo H 0 0 0 rI F-1 H 0 � D A R c S ti R OY A 2 A O * No. C 283 F RE 7/17 L HARP RE51 DENGE ADDITION Date MAY 2016 Scale Drawn GAS Job - 15-20261 Sheet Of Sheets ----F- Al I- I —f 111111111 11 II II II 1111111INN4-II-lNNNNNNNNII II ILII II II II II II 11 Jill III IF I ,—� r -SPARK IMO Revision: Date: It By a 7-2Q-16 GS LA 4 N N A., U I■�i U N U 0 V � V ^d W �1 0 � x M 00 M d+ Hnn V1 Z z W N, W m � W pq Lo CO E"� F HNN. w Qo ARcti ,C RY c� * No. C - 28 t/� Q � REN. 7/ C �. HARP 51 DENGE ADDITION Date MAY 2016 Scale Drawn G 1/AG Job 15-:2J02(l Sheet 31 Of Sheets CL i ti N N LA 4 —__--- COMP. 5HINGL E5 0 15# FELT o OR / Y GDX 0515. R 38 INSUL. w 8d 5 ®6 12 O.C. Zl_ EE ROOF PAN S L PRE -MFR. FOUNDATION PLAN STRUCTURAL NOTES. TRUSSES OV 7 1. SEEYPICA T L NOTE SHEET SN AND TYPICAL DETAIL SHEETS SD1-SD4 FOR ADDITIONAL INFORMATION. 5 n n GYP. BD. OR / Y 8 � 2. PROVIDE ANCHOR BOLT SIZE AND SPACING PER GD BD. ®LLC. SHEAR WALL SCHEDULE, AND TYPICAL DETAILS. 3. Y RECOMMENDED MINIMUM ..SLAB SECTION. s GYP. BD. ® HALLS" L A- 4 CONCRETE SLAB WITH #3 AT 15 O.C. 2x6 STUDS ®16 O.G. :SECURELY LOCA - TED AT MID DEPTH OF SLAB. B- 2» SAND DELETE AT EXTERIOR SLABS) -SEE SOILS REPORT IF APPLICABLE. R-Ia 1N5UL. C- WATERPROOF MEMBRANE E BRANS DELETE AT EXTERIOR SAB - F L S SEE SOILS REPORT. IF APPLICABLE. CABLE. D- 4» SEERMG. PLAN SECOND PLR. FREE DRAINING - S :MATERIAL SEE S01 REPORT L IF -APPLICABLE. E PROPERLY PREPARED SUBGRADE SEE. SOILS REPORT IF APPLICABLE F- ` CONTRACTOR TO PROVIDE CONTROL JOINTS AT „ 10'-0" O.C. - EA. WAY MAX. 5 a„ GYP. BD. ORY� CD.` BD. ® GLC. E FRAMING Z 4. TYPICAL MINIMUM BEARING WALL FRAMING U.N.O.. YYY„ GYP. BD. ®WALLS EXTERIOR WALL: , 2X , 6 DF STUD AT 16 O.C. INTERIOR WALLS: 2X4 DF STUD AT 16 O.C. 2x6 `STUDS'® 16 O.G. 5. SEE DETAIL8 1 SD FOR TYPICAL STUD .WALL. I E WA LL ELEVATION AND TYPICAL C) Y CAL WALL OPENING SCHEDULE.. -/ - R -1a I1�l5UL. 6. TYPICAL FLOOR JOIST AT GROUND LEVEL SHALL BE » 2X6 'DF 2 AT 16 O.C. WITH 2X6 CONTINUOUS RIM. # INSTALL ALL COMPONENTS IN `ACCORDANCE WITH 2013 CBC REQUIREMENTS..IF FRAMING CLEARANCES C S .SEE FDN. PLA I SHOWN IN DETAILS CANNOT BE ACHIEVED U E D SE PRESSURE TREATED FRAMING AND COORDINATE UNDERFLOOR CLEARANCE WITH ARCHITECT. FI,'__- -- - ___ I II�IiI _- I f� III ITI ITI I I I -I I III T I I-1TI-Tf ITt I I -I I -III II I 1 II 11 I I _ _ _ _ I II III tll II _ _ _._I I I I - - - - I II III III i _ I I III III- _ I _ _ - !II II1 111- III III III .ill II II II I I I I 7. PROVIDE DOUBLE JOIST N I _- T I -III I I I II-III I I L T U DER ALL WALLS WHERE _ L S E E I I - - II III III III I I - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _Ii - III=_ II ll -T III- _ I ITI ITI ITI III I I I -I I III I III TI -I _ I T I Tf Tf-ITf ITI i I f I I I -III III 1T( ITI ITI I I I I I I - - - - - - - - - - - - - - - - - - - = - - - - = - - - I _ _T I I I _ _ II .III III III III III III III III III II III III I I I _ I I I I III it III III I i III II WALLS RUN PARALLEL TO JOIST. ,� -r ����� II I TYP. 8. PROVIDE DOUBLE -JOIST UNDER ALL 8 L HEAVY FURNITURE. 9. PROVIDE SOLID BLOCKING IN FLOOR AT 24 SD2 L O.C. PERPENDICULAR TO ANDA T 34 -2 DJACEN TO ALL BEAMS GT I Oil ,� 4 _ SUPPORTING BEARING WALLS; ABOVE. n ,r 1 4 - t -O 8 O fO O I6 2 10. SUPPORT ALL TRIMMERS ABOVE WITH FLOOR CEILING TYP. ® HARDY F2 R FRAMES JOIST WHERE TRIMMERS CAN NOT. RUN _. CONTINUOUSLY F2 TO FOUNDATION. 6° 0 G G SD2 11. FLOOR FRAMING HAS BEEN DESIGNED FOR A MAXIMUM ) 261-21, , DEAD LOAD OF 15 PSF INCLUDING FRAMING _ _ n t. » .CONTACT � 8 O - - ) 10 O 6 2 10 O i � m = SUMMIT STRUCTURAL I � S T S L .DES GN PRIOR TO CONSTRUCTION � 0 t IF FLOOR BUILD-UP WILL EXCEED 15 PSF. � c i_ 8 _ l » N Si4 _ 12. .TYPICAL FLOOR SHEATHING UNO . 3 4 THICK APA ; ry c ) i r RATED SHEATHING OR RATED STURD-1-F OOR P J L SAN RATING 48/24 (24 FOR STURD-1-FLOOR EXPOSURE 1 STRUCTURAL PANELS APPLIED WITH LONG , T J f 'DIMENSION ACROSS SUPPORTS. AND ADJACENT N AD C TPA ELS F2.5 , STAGGERED WITH 4 ENDS OFFSET4 . GLUE PANELS ' n E EL r -O51011 51-011 - TO ALL FRAMING EDGE NAIL WITH 10d COMMON RING - 5 O IN �OU�ll7,�TlO1� 1�OT�5 SHANK NAILS OR E UIV. 0.148 IA 3 T - Q D X A 6 O.C. O s�I , u - I. PROVIDE IS x24 MIN. SCREENED F I I U. . ACCESS AT ALL PANEL EDGES BOUNDARIES BLOCKING t CK NG AND O F- t 2 8 _ » i8 _ S WHERE INDICATED ON PLAN. FIELD AIL A 5 N T 10 O.C. O L » _ 2. UNDER FLOOR ( II L OR VENTING SEE FEMA REQ 5 ON PROVIDE 1/8" GAPS AT ALL PANEL' EDGES U.N.O. BY ' SHEET. I . SEE ' PANEL MANUFACTURER: = DETAIL f 4 FOR FLOOD VENTS. N F2.5 ,t „ _ � TYP. 'I _4 T� G PLYWD. GLUED AND F2.5 d- 3. GROUND IMMEDIATELY ADJACENT _ c 2 L A TO THE 13. PLUMBING SPRINKLER AND MECHANICAL e NAILED w IOd RING. NK / SHA F2.5 FOUNDATION SHALL BE SLOPED WAY FROM N _ d- L L A RO THE SUBCONTRACTORS SHALL COORDINATE ALL FLOOR _ , T L R t , NAILS 6 12 O.G. 0 2x6 / SD2 _ BUILDING AT A SLOPE OF NOT LESS AN 6 O THAN AND WALL PENETRATIONS WITH FRAMING # P _ D.F. 2 F.J. S ®I6 _ O G WITHIN THE N FIRST IO FT. 5gb SLOPE).PER 2013 SUBCONTRACTOR. _ t � ORO 5ECTION 4 � R 01.3 S - II S i J _ - 14. DO NOT REMOVE OR MODIFY SUPPORT ? L TYP. F OR MEMBERS OR 3 8 t HARDWARE FOR EXISTING FRAMING WITHOUT THE - !L I -I M EXPRESS WRITTEN CONSENT OF THE ENGINEER OF SD2 4x8. D.F. 2 V N RECORD. _ O _ SD _ _ GIRDER 2 TYP. _ O tt 'I i i - _ TYP. .9 X 15. ANY DISCREPANCIES .BETWEEN FRAMING SHOWN AND - -1 d 0 FIELD CONDITIONS SHALL BE IMMEDIATELY BROUGHT N i - - REVIEWED T RO T II I FOR CODE COMPLIANCE TO THE ENGINEER OF RECORD. I F2.5 r 16. ALL EXPOSED FRAMING SHALL BE PRESSURE L P ESSU EAUGA 5 2016 L UG c F2 I GR,4WL TREATED WITH TREATMENT PROCESS AND APPLICATION @ 1 lb ACCESS ER MIT __ „ „ 55 P APPROPRIATE FOR EXPOSURE ACCORDING T R 0 MFR'S F2.5 ®� � �B I6 DEV!<� SQ. x 12 I COUNTY .�1 C(7u BUTiE a AND ASS TRD A ASSOCIATES VICIES WRITTEN GUIDELINES.- p� TES E FOR s DP. THICK ! �,..{ VI VV 1 ? FTG P e . Typ. 17. PROVIDE METAL HANGERS PER 12 SD1 AS REQUIRED, = Q RED L� -UNLESS NOTED OTHERWISE. - 0 rr L �J z0 N �0 t Y t _ l B E AT _ _ D FLOOD VENTING AREA TYP ® TO MAX. TYP 0 lN) d- B _ 2 II •C6 SHA E LLB EQ. TO I 18. ALL STRUCTURAL MEMBERS SHALL BE FASTENED IN E FDN S i) SQ. IN. PER t SQ. FT. CONN. _ i) 6 0 COMPLIANCE WITH 2013 CBC FASTENING SCHEDULE, _ i - - - OF CRAWL SPACE E ULE I D 5 OI I AREA TABLE 2304.9.1 UNLESS NOTED OTHERWISE. - r II D -�v I 1 F2.5 u t ,„ i , u' - _ _ GRADE BENEATH _ I O 4 8 c I I STRUCTURE MUST BE s E0. TO OR HIGHER X r d J A GRADE OUTSIDE d I TH N OF STRUCTURE A ALL a T VENT LOCATIONS cV I- F2.5 I 6 O , l a 3 - - III III I I _I 111 E GAR. i� ) 111 III III III SLAB CC.. � - - - - , G P I RI P E I -111_11 I I-111_ _ - WA l I LL STAIR E WOOD F R. FDN. L - - SUPPORT ( I I I I II I FLOOD VENTINO DETAIL r-OIJNDATI ON FLAN F-1-7 4 I - -O fl Revision: Dater By: O -7-2a-16 05 N n F� rt rr__ll o0 U G` N O rn I�1 U N r.+ `O c� C, lil U 0 w V 0 C Wr�� a 0 N x M !�1 h ao M _ W W F-1 H W :o Ix l---1 o F--�I [ c mm Lo H W 0;�Ej H H H r� �D ARC' S ti R OY A ��li�C9 •� t��J► No. C rr 283 * Q � F REN. �C O INN HARP SIDENGF= ADDITION Date MAY 2016 Scale Drawn GAS Job I5 -202q Sheet Of Sheets - _ O N O N is � -' --- --- - Revision: Dater By: �-2q-i6 G5 Nall ,.� 00 WONI-C� N � ~a W o � a M cc M M W H O W Lo C-aw� O S�� ARcti * No. C2 83 REN. /17 JHARF SIDENGE ADDITION Date MA"( 2016 Scale Drawn GABS Job Sheet Of Sheets rl NATER HEATER MANDATOR'10' FEATURES HATER HEATING SYSTEMS U51NO GAS OR PROPANE WATER HEATERS TO SERVE INDIVIDUAL DWELLING UNITS SHALL INCLUDE THE FOLLOWING COMPONENTS: 1. A 120V ELECTRICAL RECEPTACLE THAT IS WITHIN 5 FEET FROM THE HATER HEATER AND ACCESSIBLE TO THE HATER HEATER HITH NO OBSTRUCTIONS 2. A CATEGORY I II OR IV VENT, OR A TYPE B VENT WITH STRAIGHT PIPE BETWEEN THE OUTSIDE TERMINATION AND THE SPACE INHERE THE HATER HEATER 15 INSTALLED 5. A CONDENSATE DRAIN THAT 15 NO MORE THAN 2 INCHES HIGHER THAN THE BASE OF THE INSTALLED WATER HEATER, AND ALLOWS NATURAL DRAINING WITHOUT PUMP ASSISTANCE 4. A GAS SUPPLY LINE WITH A CAPACITY OF AT LEAST 200,000 BTU/HR. VENTILATION REQUIREMENTS 1. KITCHEN VENTILATION: A. THE KITCHEN SHALL HAVE AN EXHAUST FAN W A MIN. VENTILATIONRATE OF 100 CFM. B. THE N015E RATING SHALL` BE 5 SONE MAXIMUM. C. THE FAN SHALL BE DUCTED TO THE OUTSIDE H/ A MINIMUM 5"0 SMOOTH DUCT (55' MAXIMUM RUN W (2) ELBOWS OR FITTINGS). 2. BATHROOM VENTILATION: A. EACH BATHROOM SHALL HAVE AN EXHAUST FAN H/ A MIN. VENTILATION RATE OF 50 CFM. B. THE N015E RATING SHALL BE 5 SONE MAXIMUM. 0. THE FAN SHALL BE DUCTED TO THE OUTSIDE w/ A MINIMUM 4"4) SMOOTH DUCT (75' MAXIMUM RUN w/ (2) ELBOHS OR FITTINGS). D. BATHROOM EXHAUST FANS MUST BE CONTROLLED BY A HUMIDISTAT CONTROL CAPABLE OF ADJUSTMENT BETWEEN A RELATIVE HUMIDITY RANGE OF 50 TO 50%. 2015 0655C SECTION 4.506. 3. WHOLE — BUILDINO VENTILATION: SEE OFIR FOR HHOLE BUILDING VENTILATION REG2UIRED CFM. ONE BATHROOM FAN SHALL 'BE 70 CFM. MIN. W A MAXIMUM NOISE RATING OF I SONE. THE SNITCH SHALL BE LABELED "VENTILATION CONTROL." Revision: Date: KITCHEN LICHTINC SCHEDULE: LUMINAIRE TYPE: HIGH EFFICACY: WATTS: QUANTITY: A B HIGH EFFICACY WATTS: OTHER HATT5: COMPACT LED YES 15 4 COMPLIES IF A >/= B YES X NO 60 TOTAL (A): 60 TOTAL (B): O G5 NATER HEATER MANDATOR'10' FEATURES HATER HEATING SYSTEMS U51NO GAS OR PROPANE WATER HEATERS TO SERVE INDIVIDUAL DWELLING UNITS SHALL INCLUDE THE FOLLOWING COMPONENTS: 1. A 120V ELECTRICAL RECEPTACLE THAT IS WITHIN 5 FEET FROM THE HATER HEATER AND ACCESSIBLE TO THE HATER HEATER HITH NO OBSTRUCTIONS 2. A CATEGORY I II OR IV VENT, OR A TYPE B VENT WITH STRAIGHT PIPE BETWEEN THE OUTSIDE TERMINATION AND THE SPACE INHERE THE HATER HEATER 15 INSTALLED 5. A CONDENSATE DRAIN THAT 15 NO MORE THAN 2 INCHES HIGHER THAN THE BASE OF THE INSTALLED WATER HEATER, AND ALLOWS NATURAL DRAINING WITHOUT PUMP ASSISTANCE 4. A GAS SUPPLY LINE WITH A CAPACITY OF AT LEAST 200,000 BTU/HR. VENTILATION REQUIREMENTS 1. KITCHEN VENTILATION: A. THE KITCHEN SHALL HAVE AN EXHAUST FAN W A MIN. VENTILATIONRATE OF 100 CFM. B. THE N015E RATING SHALL` BE 5 SONE MAXIMUM. C. THE FAN SHALL BE DUCTED TO THE OUTSIDE H/ A MINIMUM 5"0 SMOOTH DUCT (55' MAXIMUM RUN W (2) ELBOWS OR FITTINGS). 2. BATHROOM VENTILATION: A. EACH BATHROOM SHALL HAVE AN EXHAUST FAN H/ A MIN. VENTILATION RATE OF 50 CFM. B. THE N015E RATING SHALL BE 5 SONE MAXIMUM. 0. THE FAN SHALL BE DUCTED TO THE OUTSIDE w/ A MINIMUM 4"4) SMOOTH DUCT (75' MAXIMUM RUN w/ (2) ELBOHS OR FITTINGS). D. BATHROOM EXHAUST FANS MUST BE CONTROLLED BY A HUMIDISTAT CONTROL CAPABLE OF ADJUSTMENT BETWEEN A RELATIVE HUMIDITY RANGE OF 50 TO 50%. 2015 0655C SECTION 4.506. 3. WHOLE — BUILDINO VENTILATION: SEE OFIR FOR HHOLE BUILDING VENTILATION REG2UIRED CFM. ONE BATHROOM FAN SHALL 'BE 70 CFM. MIN. W A MAXIMUM NOISE RATING OF I SONE. THE SNITCH SHALL BE LABELED "VENTILATION CONTROL." Revision: Date: By: 7-2�f-16 G5 N N ti I � et o0 ^ . Cu CN .Q ,7 fj FSI -d V � ao~ Wo M ' ` 00 M a W � Lo CO H � � H (2) ARCy �� ��pRY q • ��F * No. RE . 12 7/1 414A P SIDENCE ADDITION Date MAY 2016 Scale Dram GAS Job 15-2021 Sheet 6. Of Sheets N ti I ,7 I �OFESSIp�y Q q O l � 0 K. g ti w P F T a � �No. 75688' 6/ 0/18 S C(V1\�Q F OF CALFE 6/15/16 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE ONLY WITH THE ATTACHED STRUCTURAL CALCULATIONS 383 Rio Lindo Ave. Suite 200 Chico, CA 95926 P. 530.592.4407 SummitChico.com V / Q O U 0- U O ' 'O Z U W O O! — Z _ W rN Li Q a Z CLO Q F_ W m �I Q D Ln 1..1� OM 0 V / REVISIONS: 61516 C1 � PC#1 DATE: 4/15/16 SCALE: NTS .DRAWN BY: RKB 10B NUMBER.15-355. SHEET: SIN GENERAL STRUCTURAL NOTES 1: GENERAL 3. CONCRETE REINFORCING NG CONTINUED ` 6 FRAMING LUMBER 0 AMI B CONTINUED NUED 9. DESIGN LOADS A ALL WORK SHALL CONFORM TO THE 2013 CBC AND ALL APPLICABLE LOCAL ODES. F SLABS ON GRADEE SHALL BE PER THE CONTRACTOR.ACTOR. SUMMIT STRUCTURAL RECOMMENDS 6_4 'POSTS RMMERS. A) FOR THE FOLLOWING CRITERIA PER CBC CHAPTER 16, THESTRU'CT RE HAS BEENDE DESIGNED , I. n THE FOLLOWING AS MINIMUM SLAB -ON -GRADE: A M U AT GARAGE SLABS USE 4 THICK S.O.G. DIVISIONS II III AND IV U.N.O.. , B ) THE ENGINEER SUMMIT STRUCTURAL DESIGN HAS PROVIDED AND I RESPONSIBLE 0 S FOR ( )LA n o WITH #3 BARS AT 15 O.C. EACH WAY ABOVE MID DEPTH OF SLAB OVER SAND OVER R 2 R A.) .:SUPPORT. SUPPORT ALL UPPER LEVEL POSTS AND TRIMMERS IN LOWER LEVELS WITH SPECIFIC STRUCTURAL ITEMS ONLY. ALL OTHER REQUIREMENTS OF THE BUILDING CODE Q n n n MOISTURE BARRIER OVER 4 R _ WITH #3 AT 15 E.W. ABOVE ER AGGREGATE BASE. -USE 3 1/2 EQUIVALENT FRAMING AND BLOCK OR OTHERWISE FRAME POSTS THROUGH FLOOR SYSTEMS. B ) SEISMIC, INCLUDING WATERPROOFING, FIREPROOFING, DRAINAGE, HANDICAP ACCESSIBILITY EGRESS _SLAB MID -DEPTH OF SLAB OR 6X6 WWF ABOVE MID -DEPTH OF SLAB WITH SAME SUB -SLAB BUILDUP SEISMIC IMPORTANCE FACTOR: 1 REQUIREMENTS, PARKING AND ALL OTHER DESIGN REQUIREMENTS NOT SPECIFICALLY SHOW N Q Q AT ALL OTHER AREAS. B. WHERE POSTS WITH COLUMN CAPS OR BEARING PLATES ARE SPECIFIED THE :LOAD IS TO BE MAPPED SPECTAL RESPONSE ACCELERATIONS. Ss 0.620 `MAP, S1 0.278 IN THE STRUCTURAL DESIGN CALCULATIONS, ARE THE RESPONSIBILITY OF THE CONTRACTOR , T CTOR OR TRANSFERRED TO THE FOUNDATION BY VERTICAL GRAIN ONLY U.N.O. SEISM IC SITE CLASS. D OWNER. SHOULD ANY CHANGES BE MADE FROM THE DESIGN AS SPECIFIED IN THESE G _ SAW CUT TOP 3 4 OF SLAB FOR CRACK CONTROL AT INTERVALS NOT TO EXCEED 10 0 WHERE - 42 Cs 0.08 D 0.539 SD1 0.3 COEFFICIENTS: SDS SPECTRAL RESPONSECO DOCUMENTS WITHOUT THE WRITTEN APPROVAL FROM THE ENGINEER THEN THE ENGINEER r rr _ SLAB IS REINFORCED SAW CUT AT INTERVALS NOT TO EXCEED 7 WHERE SLAB IS , 0 _ 6 5 WALL FRAMING....- CATEGORY: D SEISMIC CATEG S W N P ILL ASSUME NO RESPONSIBILITY FOR ANY ELEMENT OR SYSTEM OF THE STRUCTURE. U _SEISMIC UN REINFORCED. BASIC -FORCE -RESISTING SY STEM. LIGHT FRAME D SHEAR WALLS A. ) DOUBLE TOP PLATE SPLICES. SPLICES AND JOINTS IN DOUBLE TOP PLATE OF STUD BEARING SU 4KIPS PARTIAL SEISMIC BASE SHEAR. 6. (PARTIAL) C THE DRAWINGS AND CALCULATIONS REPRESENT THE FINISHED STRUCTURE AND UNLESS , I • REINFORCEMENT COVER SHALL BE AS FOLLOWS. WALL SHALL OCCUR AT THE CENTER LINE OF SUPPORTING STUD. TOP PLATE SPLICES OF STUD _ RESPONSE MODIFICATION FACTOR: R 6.5 SPECIFICALLY NOTED OTHERWISE DO NOT SHOW THE METHOD OF CONSTRUCTION: THE , WALLS A 4 E ALS SH LL BE 8 LONG WITH 12 16d SINKERS EACH SIDE OF EACH SPLICE U.N.O. WHERE ANALYSIS PROCEDURE EQUIVALENT STATIC FORCE Q PROCEDURE CONTRACTOR IS RESPONSIBLE FOR THE METHOD OF CONSTRUCTION AND SHALL PROVIDE ALL N RE CO C TE CAST AGAINST AND PERMANENTLY EXPOSED TO SOIL. 3 P INTERRUPTED, SLICE IS 1 TERRUPTED USE ST6224 STRAP U.N.O. MEASURES NECESSARY TO PROTECT THE PUBLIC CONSTRUCTION WORKERS AND THE CONCRETE WITH SOIL WEATHER EXPOSURE. - C ) WIND. STRUCTURE DURING CONSTRUCTION. SUCH SHALL INCLDEFORMING SHORING, #5 BARS AND SMALLER 1 . . n. WIND SPEED. 110 MPH BRACING SCAFFOLDING ETCETERA.,r #6 BARS AND LARGER 2 E: WIND EXPOSURE: C n CONCRETE WITHOUT SOIL OR WEATHER EXPOSURE•3/4 C. MIS-PLACED ANCHOR BOLTS. WHERE ANCHOR BOLTS HAVE BEEN INCORRECTLY PLACED, D IF A PARTICULAR FEATURE OF CONSTRUCTION IS NOT FULLY SHOWN ON THE DRAWINGS OR IN H 7 EMBEDMENT IN USE SIMPSON SET EPDXY WITH ANCHOR OF SAME DIAMETER WITH B D ) LIVE LOADS. THE CALCULATIONS THEN IT SHALL BE CONSTRUCTED IN THE SAME CHARACTER AS SIMILAR ► J REINFOR EMENT ALL E ADE PE NF C SH B GR 60 R ASTM A615 U.N.O. LAP. BOTTOM REI ORCING 60 ETE NDN ALLATIO E CONCR A I ST N PER MANUFACTURERS RECOMMENDATIONS AND CURR NT REDUCIBLE 2 PSF EDUC -ROOF 0 R CONDITIONS THAT ARE SHOWN ON THE DESIGN DOCUMENTS. BAR DIAMETERS U.N.O. AND IAP TOP REINFORCING PLACED ABOVE 12 OF CONCRETE OR ICC REPORT. FLOOR 40 PSF MORE (0 BAR AR D AMETERS U.N.O. E ANY CONDITIONS NOTED AS EXISTING MUST BE FIELD VERIFIED BY THE CONTRACTOR AND , D. ) CRIPPLE WALLS. CRIPPLE WALLS SHALL MINIMUM OF 14 IN HEIGHT.FOR LESSER A ANY DISCREPANCIES MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER WITHOUT K #5 AND LARGER REBAR SHALL NOT BE RE-BENT. HEIGHTS STACK 2X PLATES AND SHIM AS REQUIRED). PROCEEDING WITH CONSTRUCTION PRIOR TO THE REVIEW OF THE ENGINEER. 0 U ABBREVIATIONS L ALL REINFORCING STEEL AND ANCHOR BOLTS SHALL BE ACCURATELY LOCATED AND _ E. NOTCHED OR CUT STUDS. NOTCHED AND OR CUT STUDS TO CLEAR ANCHOR BOLT ARE / U S U S A CH R S F ALL WATERPROOFING AND FLASHING ROOFS FOUNDATIONS GARAGE FLOORS ETC... IS THE ( ) ADEQUATELY SECURED IN POSITION BEFORE AND DURING CONCRETE PLACEMENT. Q NOT ALLOWED. STUDS SHALL HAVE FULL BEARING TO THE FOUNDATION U PLATE. RESPONSIBILITY BILITY OF THE CONTRACTOR OR OWNER. AB ' " :ANCHOR BOLT. K KIPS F. LET IN BRACES: LET IN BRACES SHALL NOT BE USED FOR TEMPORARY BRACING ON ANY ADD L ADDITIONAL L ANGLE G E D L SHOP DRAWINGS. SHOP DRAWINGS ARE SUP RCE ED BY THE STRUCTURAL DRAWINGS UNDER 6. FRAMING LUMBER WALL FRAME. STEEL STRAPS WHICH DO NOT REQUIRE THE CUTTING OF STUDS RE AN Q G U A ADJ ADJACENT lLH LONG LEG HOR IZ.ALL CIRCUMSTANCES. THE GENERAL CONTRACTOR SHALL VERIFY THAT ALL CONSTRUCTION IS IN ACCEPTABLE ALTERNATIVE. ALT ALTERNATE LLV LONG LEG VERT. T N REVIEW OF P FULL AGREEMENT WITH THE LATEST STRUCTURAL DRAWINGS. RE IE O O DRAWINGS BY 6-1 ' MATERIALS. . : C ARCH ARCHITECTURAL LONG LONGITUDINAL F RECORD TGUARANTEEIN NY W WAY SHOP DRAWINGS RE THE ENGINEER 0 R COR DOES NO A A 0 R GS A G. SEE NOTE 6-1 D FOR SILL AND ANCHOR BOLT SPECIFICATIONS. BLDG BUILDING G lSL LONGSLOTTED HOLE CORRECT NOR DOES IT INFER THAT THEY SUPERCEDE THE STRUCTURAL DRAWINGS. A. SHEATHING. - BLKG BLOCKING LVL LAMINATED VENEER LUMBER 1. ROOF SHEATHING: SEE PLANS H WALL FRAMING A R G NAILING AT 3" ON CENTER OR LESS SHA B NOMINAL U.N.O. LL E3X BM BEAM MAX `MAXIMUM H L BE APPLIED WALL FINISH SYSTEMS SUCH AS STUCCO SHALL A IED OVER FOAM BASE OR OTHER 2. FLOOR SHEATHING. SEE PLANS PER PLAN AND DETAILS. S TAI S. BOTT B BOTTOM O MB MACHINE BOLTS METRO D OFADEQUATELY ALLOWING THE FINISH TO EXPAND AND CONTRACT WITHOUT 3. WALLSHEATHING: E PLANS S G SEE LA S BTF BEAT TO FIT :MEC H MECHANICAL CRACKING. THE OWNER OR CONTRA L BE RESPONSIBLE FOR ANY DEFECTS IN THE CONTRACTOR SHALL L 6-6 CONNECTIONS. - BTW N BETWEEN MFR MANUFACTURER M N FACTURER FINISHES. B. )MINIMUM GLUE -LAMS: GLUE -LAMS SHALL BE 24F -V4 .N O WIT OF =1 N.O G U LU H A CAMBER R 600 U 'CB CARRIAGE BOLTS MIN GLUE LAMS EXPOSED TO WEATHER MUST BE RATED FOR EXTERIOR USE BY THE MANUFACTURER.CTURER A. HOLES FOR THROUGH BOLTS SHALL BE DRILLED 1/16" OVERSIZE. CCJ `CONTROL JOINT MISC. MISCELLANEOUS SPECIAL INSPECTION. SPECIAL INSPECTION PER SECTION 1701 OF THE CBCS ALL BE PROVIDED ED GLU LAMINATED FABRICATON SHALL BE PERFORMED 1 N APPROVED FABRICATORS H 0 NA 0S OP -CLP CAST -IN-PLACE _PLACE CONCRETE MTL METAL - FOR THE FOLLOWING TYPES 0F CONSTRUCTION: 1N ACCORDANCE WITH CBC 2303.1 ITC Al 1 AND TMD 7 BEAM INSPECTION ION .3 A 90. AS 373. S CT B. ALL BOLTS NUTS, LA U AND G SCREWS SHALL BE PROVIDED WITH FLAT OR MALLEABLE CJ :CONSTRUCTION J OINT N ( ) NEW WELDING O STRUCTURAL TR RAL OR REINFORCING STEEL IF APPLICABLE CERTIFICATES SHALL BE SUBMITTED TO THE FIELD INSPECTOR PRIOR TO COMPLETION OF FRAME WASHERS WHERE BEARING AGAINST WOOD. CLR CLEAR N S NEAR SIDE EPDXYMECHANICAL CONCRETE ANCHORS /MECHANICAL INSPECTION IN ACCORDANCE WITH CBC 1704.2. CMU CONCRETE MASONRY UNITS NSA NELSON STUD ANCHOR L E ACCEPTABLE TO THE STRUCTURAL ENGINEER AND BUILDING PE INSPECTOR PECT OR SHAL B AC THE SPECIAL C. ) ALL BOLTS AND LA SCREWS G S RE 5 SHALL BE TIGHTENED UPON INSTALLATION AND RE TIGHTENED COL COLUMN NTS NOT TO SCALE E PE IENCE SHALL COMMENSURATE DEPARTMENT SHALL BE ICBO QUALIFIED, AND THEIRX R S Q_ C. ) _ _ = MICRO LAMS. MICRO LAMS LAMINATED VENEER LUMBER SHALL HAVE FB 3100 PSI AND ( ) BEFORE CLOSING IN OR AT COMPLETION OF JOB.. CONC CONCRETE OC _ ON CENTER WITH THIS TYPE OF PROJECT. _ FV - 285 PSI MIN., AND SHALL BE MANUFACTURED APPROVED AND IDENTIFIED AS PER NER-481 = CONN 'CONNECTION OD OUTSIDE DIAMETER 1 D. LAG SCREWS SHALL BE SCREWED NOT DRIVEN INTO PLACE. C CONSTRUCTION CONSTR C S OH OPPOSITE HAND OPP S J TE HALL BE DESIGNED BY AN ENGINEER LICENSED IN DEFERRED SUBMITTAL. DEFERRED I MS S D.) u SILL PLATES. SILL PLATES SHALL BE PRESSURE TREATED DOUGLAS FIR WITH 1J2 DIAMETER 'CONT CONTINUOUS OPNG OPENING OF RECORD PRIOR TO SUBMITTAL TO THE CALIFORNIA AND APPROVED BY THE ENGINEER R n " n ' n _ 'ANCHOR BOLTS AND 3 X 3 X :229 PLATE WASHERS LOCATED AT 6 0 O.C. MAX. WITH CONTR CONTRACTOR OV S OVERSIZE ROUND HOLE BUILDING DEPARTMENT. ITEMS LISTED BELOW SHALL BE SUBMITTED AS A DEFERRED SUBMITTAL ONE BOLT LOCATED V-0" MAXIMUM FROM EACH END OF EACH PIECE. RE -TREAT CUT ENDS 7. PREFABRICATED WALL FRAMES CP COMPLETE PENETRATION PDF POWDER DRIVEN FASTENER I PER CBC 107.3.4.1. WHERE REQUIRED. Q CTR CENTER PERP PERPENDICULAR A) PREFABRICATED WALL FRAMES: PREFABRICATED WALL FRAMES SUCH AS SIMPSON CTSK COUNTERSINK PL PLATE ELEVATOR - E.) FRAMING LUMBER. ALL FRAMING LUMBER SHALL BE DOUGLAS FIR LARCH AS GRADED BY THE n n STRONG -WALL HARDY FRAME Z WALL TJ PANEL OR OTHER SHALL BE VERIFIED BY THE DBL DOUBLE PLWD PLYWOOD o W.W.P.A. OR W.C.L.I.B. AND SHALL HAVE A MOISTURE CONTENT LESS THAN 19%, U.N.O. , CONTRACTOR TO BE OF APPROPRIATE HEIGHT AND LENGTH O E E CONDITIONS PRIOR FOR THE FIELD CON I NS DF DOUGLAS FIR UG PLCS PLACES P C TO ORDERING ANY PROD DI PRODUCTS. DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE _ DFL - R LARCH `DOUGLAS FI LA PP PARTIAL PENETRATION PART A 2. SITE WORK FOUNDATIONS 1. STUDS SHALL BE STUD GRADE OR BETTER. ENGINEER PRIOR TO ORDERING. ALL ANCHOR BOLTS HOLD DOWN ANCHORS, AND CH RS DIA DIAMETER PT PRESSURE TREATED 2. ALL POSTS SHALL BE DFL #1 U.N.O. SUPPLEMENTAL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH P AND NCE TH ICC REPORT Q DJ DOUBLE JOIST P C PRECAST CONCRETE A ) - F E B ABLE 1806.2 NO SOILS REPORT ASSUMED MAXIMUM SOIL BEARING 1500 PS PER C T ( _ 3. 2X AND 3X RAFTERS SHALL BE DFL #2 U.N.O. MANUFACTURER'S RECOMMENDATION EA EACH P /T TENSIONED T TENSIONED POST - POS PROVIDED). ) - 4. 2X JOISTS SHALL DF -L #2 U.N.O. EF EACH FACE ` REINF E E T- REINFORC M N 5. CONCEALED BEAMS SHALL BE DF -L #2. B COMPLETE SPECIFICATIONS AND CURRENT ICC REPORT MUST BE AVAILABLE INSTALLER U VA E TO THE L ELEVATION (DATUM) ( ) RE(XD Q REQUIRED Q B BUILDING SITE IS ASSUMED TO BE DRAINED AND FREE OF CLAY OR EXPANSIVE SOIL. ENGINEER _ 6. EXPOSED BEAMS SHALL DFL #1 APPEARANCE GRADE FOHC 4X6 AND LARGER). FOR REVIEW PRIOR TO PLACEMENT. ELEV VIEW OR ELEVATOR ELEVATION( ) SC SLIP CRITICAL N VI F SITE, ANY OTHER CONDITIONS ENCOUNTERED HAS NOT MADE A GEOTECHNICAL REVIEW 0 S 7. ALL BEAMS 6X AND LARGER SHALL BE FREE OF HEART CENTER.' EN EDGE NAILINGSTRUCTURALENGINEER SEOR OF MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER. E Q E UAL Q RECORD F. ) NAILS: ALL NAILS SHALL BE COMMON U.N.O. WHERE EXPOSED TO WEATHER OR WITHIN 18 8. ROOF FRAMING ES EACH SIDE E C SHTG SHEAT RING C BLE" UNDISTURBED SOILS AND LEVEL OR STEPPED FOOTINGS. THESE CALCULATIONS ASSUME STA U U OF FOUNDATION NAILS SHALL BE GALVANIZED. E EXISTING SIM SIMILAR E HT T THE ATTENTION OF THE ENGINEER PRIOR TO ANY OTHER CONDITIONS SHOULD B BROUGHT 0 _ 8 1 -PREFABRICATED ROOF TRUSSES. EXP EXPANSION „ . SOG SLAB -ON -GRADE SLAB ON GRADE li THE CONSTRUCTION OF THE FOUNDATIONS. G. BOLTS AND LAG SCREWS. BOLTS AND LAG SCREWS SHALL BE ASTM A-307 U.N.O. AND -EXT EXTERIOR STD STANDARD D V PROVIDED NEW AND WITHOUT EXCESSIVE RUST. A PREFABRICATED ROOF TRUSSES: PREFABRICATED E S RICATE ROOF TRUSSES SHALL BE DESIGNED BY TH EW EACH WAY STIFF STIFFENER D) ALL FOOTINGS INCLUDING RETAINING WALL FOOTINGS, SPREAD FOOTINGS, WALL FOOTINGS, TRUSS FABRICATOR PER THE REQUIREMENTS OF THE ARCHITECTURAL AND STRUCTURAL FF - FINISH FLOOR STL STEEL RBED OIL WITH A FOOTING DEPTH BELOW AND GRADE BEAMS SHALL BEAR ON UNDISTURBED S H. _ R ENGINEER PROVED ALL HARDWARE CALLED SHALL BE SIMPSON STRONG TIE CO. O E G R A P DRAWINGS AND CBC 2303.4. FIN FINISH SQ SQUARE. r FROSTLINE 12 T O 24 AS PER LOCAL REQUIREMENTS). (EQUIVALENT, INSTALLED PER MANUFACTURER'S RECOMMENDATIONS WITH ALL HOLES FILLED FJ FLOOR JOIST SS STAINLESS STEEL WITH RECOMMENDED FASTENERS. USP HARDWARE MAY BE USED IN LIEU OF SIMPSON B ) COMPLETE CALCULATIONS AND SHOP DRAWINGS INCLUDING LAYOUT, SIZE OF EMBERS AND T, S M FLR FLOOR SINS SHEAR WALL SCHEDULE �I E) BOTTOM OF ALL FOUNDATION TRENCHES SHALL BE CLEAN AND LEVEL. HARDWARE WITH WRITTEN APPROVAL FROM STRUCTURAL ENGINEER OF RECORD. ALL METAL CONNECTION DETAILS, STAMPED AND SIGNED BY AN ENGINEER LICENSED IN THE STATE OF FNDN FOUNDATION SYM SYMMETRICAL I HANGERS CONNECTORS AND FASTENERS IN CONTACT WITH PRESSURE TREATED WOOD SHALL CALIFORNIA SHALL BE REVIEWED BY THE ENGINEER OF RECORD I FABRICATION. G CO PRIOR TO TRUSS FAB C FOHC FREE OF HEART CENTER T&B TOP &BOTTOM F) ALL FINISHED GRADE SHALL SLOPE AT A MINIMUM SLOPE OF 5% AWAY FROM ALL BE STAINLESS STEEL OR OTHERWISE CERTIFIED BY THE MANUFACTURER TO RESIST CORROSION FOS FACE OF STUD TN TOE NAIL FOUNDATIONS A MINIMUM OF 10 FEET HORIZONTAL. D E 11 TREATMENT APPLIED OD N R METALS. CAUSE BY THE SPECIFIC C TR ATM NTA I TO THE WO A D O M S / C ) TRUSS DESIGN LOADS. FS FAR SIDE TOP TOP OF PLYWOOD TOP CHORD LIVE LOAD: _ 20 PSF REDUCIBLE ' FTG FOOTING TOC TOP -OF -CONCRETE G )) D PLAN OR DETAIL DRAWINGS. HALL NOT BE SCALE FROMTOP FOUNDATIONS S10 L n" MANUFACTURED I JOISTS. MANUFACTURED I JOISTS SUCH AS TRUSS JOISTS SHALL ( ) CHORD DEAD LOAD PSF " GA GAUGE TOF _ _ TOP OF FOOTING INSTALLED PER THE MANUFACTURES RECOMMENDATIONS USING A DEFLECTION LIMIT OF L/480 / BOTTOM CHORD DEAD LOAD 8 PSF G ALV GALVANIZED TOS TOP -OF -STEEL TOP OF STEEL. H NCE EE FROM DEBRIS VEGETA AND OTHER FOREIGN SUBSTANCES. FILL MATERIAL SHALL BE FR F _ UNLESS NOTED OTHERWISE USE A MANUFACTURED 1 1 4 RIM BOARD SUCH AS TIMBER T TAL LO D O A 36 PSF S GLB _ GLUE LAM BEAM TOW -OF-WALL TOP OF WALL n n rr _GALVANIZED STRAND WITH ALL JOISTS. USE A DOUBLE RIM OR 1 3 4 LVL RIM AT ALL LOCATIONS WHERE UPLIFT LOAD AS REQUIRED BY THE 2013 CBC HDG DIPPED GALVANI E . HOT D TR HEADED ROD THREADED ) USE 4 DIAMETER PERFORATED PIPE SUB -DRAIN BEHIND ALL RETAINING WALLS. SLOPE PIPE LEDGERS ARE USED SUCH AS DECK LEDGERS). - HDR HEADER TYP TYPICAL TO DR AIN TO DAYLIGHT. D TRUSS BRIDGING SHALL BE AS REQUIRED D SPECIFIED U AN S C ED BY THE TRUSS FABRICATOR. Q CA HGR IMP ON HANGERS S UNO UNLESS NOTED OTHERWISE U SS 6-2 GENERAL FRAMING. HOR Z HORIZONTAL VERT VERTICAL 1. ENGINEER MUST PLACED ON OR ADJACENT TO SLOPES A GEOTECHNICALT FOR FOOTINGS) E TRUSS MANUFACTURER SHALL OBTAIN ALLNECESSARY APPROVALS FROM THE PUBLIC AGENCIES ID INSIDE DIAMETER WP , WORKPOINT N PLACEMENTS IN VIOLATION OF FIGURE 1808.7.1 OF 2013 CBC. THIS - APPROVE FOOTING LA A. MINIMUM NAILING. MINIMUM NAILING SHALL PER 2013 CBC TABLE 2304.9.1. INVOLVED IN GOVERNING CONSTRUCTION. INT `INTERIOR WWF WELDED WIRE FABRIC O BE LIABLE FOR ANY FOUNDATION NOT IN STRICT CONFORMANCE TO ENGINEER HALL NOT S JST JOIST W WITH TI 1 0 OF THE 2013 CBC.' SECTION 8 8 B. LARGER MEMBER ALL FRAMING MEMBERS SPECIFIED IN THESE CALCULATIONS ARE S. F TRUSSES SHALL BE DESIGNED FOR WI FOLLOWING MAXIMUM DEFLECTIONS UNDER DESIGN CT 5 JT JOINT W/o WITHOUT MINIMUMS LARGER MEMBERS MAY BE SUBSTITUTED AT CONTRACTORS OPTION. , R LOADS: LIVE LOAD DEFLECTION = L 360 TOTAL LOAD DEFLECTION D LECTI N L 240 K. WHERE LOADING TO EXISTING FOUNDATIONS IS NOT SUBSTANTIALLY INCREASED OR MODIFIED OR E SUITABILITY OF THE EXISTING NO DESIGN RECOMMENDATIONS HAVE BEEN MADE F TH SU C. SHRINKAGE. CARE SHALL BETAKEN TO ALLOW FOR EFFECTS OF SHRINKAGE WHICH COULD I FOUNDATIONS WHERE LOADS HAVE BEEN ADDED BY A SECOND FOUNDATIONS. ONLY THOSEU F S -CAUSE SETTLEMENT OF ROOF AND OR FLOORS AND COULD LEAD TO FAILURE O ASSOCIATED STORY HAVE BEEN INCLUDED IN THE DESIGN. THE OWNER SHALL BE ADVISED THAT EXISTING FRAMING MEMBERS. THE CONTRACTOR SHALL TAKE ALL MEASURES NECESSARY TO PROTECT ATE AND SETTLEMENT, CRACKING AND NOT STRUCTURALLY ADEQUATE S ION MAY NO S UCTU FOUNDATIONS Q , FRAMING FROM THE EFFECTS OF SHRINKAGE. WITH EXISTING FOUNDATIONS ARE BEYOND THE SCOPE OF THIS OTHER PROBLEMS ASSOCIATED TH IS REQUIRED, A GEOTECHNICAL ENGINEER DESIGN. IF REVIEW OFTHE EXISTING FOUNDATIONS R SIGQ , D LL TR AL FRAMING MEMBER WITH EXTERIOR EXPOSURE SHALL BE PRESSURE TREATED A S UCTUR FAM W XT SUR EXTENT AND ADEQUACY OF THE EXISTING BE CONTACTED TO DETERMINE THE E SHOULD Q , OR BE OF MATERIAL THAT IS NATURALLY RESISTANCE TO DECAY. UN -MODIFIED PORTIONS OF THE FOUNDATIONS. 6- BEAM FRAMING: 3 I i - REINFORCING 3. CONCRETE RE N A. BUILT UP BEAM ALL LLT UP LAMINATED DOUBLE ORM MULTIPLE 2X JOISTS AND BEAMS U S A U U U , r HALL BE NAILED TOGETHER WITH 16d NAILS AT 6 O.C. T&BU.N.O. S U A HAVE MINIMUM 28 DAY STRENGTH OF 2,500 PSI U.N.O. CONCRETE SHALL HA A , B. DOUBLE JOISTS: PROVIDE DOUBLE FLOOR JOISTS UNDER PARTITION WALLS RUNNING PARALLEL C -1 AND SHALL BE TYPE II OR ALL CEMENT USED SHALL CONFORM TO ASTM C-150 TO JOIST SPAN AND UNDER ALL LOCATIONS WHERE TUBS MAY BE LOCATED. ADEQUATE Q TYPE III LOW ALKALI. SUPPORT SHALL BE PROVIDED FOR ALL OTHER EQUIPMENT OR FURNISHINGS WHICH Q I . MAY NOT BE SHOWN ON THE STRUCTURAL DRAWINGS INCLUDING BUT NOT LIMITED TO: HOT D - N LL NOT CONTAIN MATERIALS WHICH ARE AGGREGATE SHALL CONFORM TO ASTM C 33 AND SHA :WATER HEATER STOVE REFRIGERATOR OVEN FIRE PLACE ENCLOSURES WOOD BURNING A I REACTIVE AS DETERMINED BY ASTM C-227,289, AND 295. IF TEST DATA IS ALK L STOVE ETCETERA. UNAVAILABLE IN REGARDS TO ALKALI REACTIVE MATERIALS PROVIDE CEMENT WITH A REVIEWED 0 o BY WEIGHT I M ALKALI CONTENT LESS THAN 0.45/ MAX MU C. BLOCKING: OLID BLOCKING IN JOIST FRAMING ABOVE ALL SUPPORTS LOC G S G J F A G A # 6 o � � FOR CODE DE C O�� LI AN CE BUTTE COUNTY OU DEVELOPMENT P 0 MENT SERVICES i ECONCRETE O HE HALL BE PROTECTED IN ACCORDANCET T EXPOSED TO FREEZING OR THAWING S P C REVIEWED E E� �O� AU ` 0 G 5.201 6 i 1 LATEST EDITION OF THE ACI 318. COCA 'S�NCE �� Ar�®�ASSOCIATES �OFESSIp�y Q q O l � 0 K. g ti w P F T a � �No. 75688' 6/ 0/18 S C(V1\�Q F OF CALFE 6/15/16 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE ONLY WITH THE ATTACHED STRUCTURAL CALCULATIONS 383 Rio Lindo Ave. Suite 200 Chico, CA 95926 P. 530.592.4407 SummitChico.com V / Q O U 0- U O ' 'O Z U W O O! — Z _ W rN Li Q a Z CLO Q F_ W m �I Q D Ln 1..1� OM 0 V / REVISIONS: 61516 C1 � PC#1 DATE: 4/15/16 SCALE: NTS .DRAWN BY: RKB 10B NUMBER.15-355. SHEET: SIN TYPICAL HANGER SCHEDULE MEMBER TYPE SIMPSON HANGER TYPE FASTENER TYPE AT SUPPORTING AT SUPPORTED MEMBER MEMBER 2X4/2X6/2X8/US. 2X10/2X12 L 24 LUS26 LU S2$ / LUS210 /LUS210 10d 10d DBL 2X6 DBL 2X8 / / DBL 2X10 DBL 2X12 X 2 - - HUS26 2TF / HUS28 2TF - - HUS210 2TF HUS212 2 16d 16d` - 4X8 4X10/4X1 2 HU48TF HU410TF HU412 TF 16d 10d 6X8 6X10 6X12 HU68TF HU610TF U612TF 16d 16d FLOOR TRUSS HIT 16d 10d LVL/PSL HGLTV 16d 16d GLU-LAM HG LTV 16d 16d WALLON11N C UES WERE OCCURS PER PLAN I MAX • SPkING HEADER PER PLAN ® TRIMMERS PER SCHEDULE © 8 I■ I A35 CUP AT EACH SIDE OF POSTS AND MULTIPLE KING STUDS. USE A34 AT 4X WALLS (2) l •. NAIL MULTIPLE TRIMMERS/KING NG STUDS /K TOGETHER WITH 16d AT 12" O.C. STAGGERED ® II II SSTB20 SSTB24 n HDU8 6X6 2. 5 16d O + + + +.. + 1. PROVIDE SKEWED N AND SLOPED HANGER WHERE REQUIRED. :. 1 3/8" 1"0, NOTE 2 30 SCREWS 8" HDU14 6X6 AT EXISTING FOUNDATI ONS AND AT MISSED A B PROVIDE 1 2 / 1"0, NOTE 2 36 SCREWS 8" HD19 6X6 2 1/8- 1-1/4"0. NOTE 2 : (5) 1-0 8" STHD8/R J DBL 2X AS REQUIRED Q -III IN WITH 4 EMBED 1 TREQUIRED SPACING DIAMETER T1TEN HD A 3 / 4 DBL 2X M 8d ®12 O.C. A35 AT l'-8* O.C. , " 2. PROVIDE HANGER WITH ONE OR 0 BOTH FLANGES CONCEALED WHERE REQUIRED. E U RED. - Q DBL 2X 38 16d „ 6 `MINIMUM EDGE DISTANCE, 8"MINIMUM END DISTANCE, AND 8 A 2X MUDSILL - IM 12d ®5 O.C. Sd ®4 O.C. 8d ®12 O.C. " A35 AT 1 8 O.C. O1 #4CONT. #3 AT 12NO.C. w AB ®1 -3 O.C. MINIMUM SPACING. LOCATE AND AVOID ALL REINFORCING PRIOR TO 0 + DIAGONALLY SLOTTED PL ATE ..WASHERS WITH A MAXIMUM SLOT :LENGTH OF MAY E 1 3 4 M B / 3. SEE PLANS AND I A DETAILS FOR HANGER AT SPECIAL CONDITION. 2X MUDSILL II° 8d ®3 O.C. 8d ®12 O.C. E DRILLING. INSTALL PER 'MANUFACTURER'S RECOMMENDATIONS 490 PARTIAL PLAN A AT TOP PLATE CORNER AND RA TEE: AB ®l' -Ow <O.C. `STAGGER _ 1 0 . I I o I GRADE 24 DBL 2X TOP PLATE STRAP, ST126 STRAP U " , 6 O.C. TYP 8d ®12 O.C. AT ALL EDGES TYP. , USED WHEN A STANDARD CUT WASHER IS ADDED BETWEEN THE PLATE WASHER AND NUT. 2 4. PROVIDE APPROPRIATE FASTENER AT ALL FASTENER TE ER HOLES U.N.O. - STORY AND TALLER M 4 0 MAX AT 3 STUD DIRECTLY PER DETAIL BELOW CENTERED -0N DISCONTINUITY RBC AT 8 O.C. \-PLY AND NAILING PROVIDE -3 4 CHAMFER / I _ „ „ 5. FASTENER SIZES. 16d=0.162" DIA. X 3 1 2 LENGTH / p - 1 AND 2 -STORY 6 0 MAX AT MIN _ PT DF L FRAMING PER PER ,PLAN 4. ) SPACING PER SHEAR IN LIEU 0 F _ „ „ 10d 0.148 DIA. X 3 LENGTH 91 5" SEE SHEAR WALL SCHED. SILL PLAN MERE HD SCHED. ANCHOR TS. - "DIMENSIONS PER „ 10d X 1 1/2"=0.148" DI A. X 1 1 2 LENGTH ; INTERSECTING WALL OR CORNER R E WHERE OCCURS OCCURS :.WALL SCHEDULE, 6. PROVIDE HANGERS AND FASTENERS WITH TH CORROSION PROTECTION TYPICAL TOP PLATE SPLICE 5 S FROM AT SHEAR WALLS PLATE WASHER MUST BE LOCATED 1 2 OR LES F / THE INSIDE APPROPRIATE FOR CONNECTION P C C APPLICATION AND ENVIRONMENT. I OTHERWISE 16d AT 8 ..ARCH SOLE PLATE NAIL 1 2 TYPICAL PLATE LCE DETAIL 9 TYPICAL RIM/BLOCKNAILING _ . DETAIL 6 :TYPICAL FNDN ANCHOR BOLT DETAIL IN RE FORCE WITH 4 ; 3 NO SCALE I° t SD1 NO SCALE (" �Dl�Dl NO SCALE O.C., TYP �Dl PER SHEAR WALL NO SCALE TOP PLATE PER 9 SD1 " AT 6 O.C. E.W. I I r 2 1/2„ MAX. DEPTH FOR 2X4 PLATE t - - 1 2 / MIN. :.;::7___o OR CURB TYP -1,0N #4x4' -O- SCHEDULE TYP II II PLATE WASHER 7"MIN / „ „ I 3 X 3 X TYP_/ ,JJ)I STUD DIRECTLY UNDER SPLICE, CE TYP. I - ------ - - - SCHED. .229 �J TYPICAL TOP PLDISCONTINUITY ATE _1 2 MIN.. MASA MASAP ANCHOR / OPTION PER NOTE 4 T ABUTTING PANEL ANEL 5 16d AT CORNER ( ) E OR INTERSECTING WALL RIM BELOW '� BOTTOM 1 2» DIA AB WITH TYP FNDN PER PLAN PER PLAN PLATE 2„ HOOK 16d SINKERS AT 16" O.C. 4'-0" MIN. LAP LENGTH TYP 16d SINKERS AT 16" O.C. V H.D. PER 12 MIN. BETWEEN SPLICES C 16d SINKERS AT 16 O.C.2 ( ) ( ) MIN.: BETWEEN SPLICES A PLAN GENERAL NOTES. 12 MIN. BETWEEN SPLICES ` ( ) I PER - I j - _ R WALL SCHEDULE. T F L UNLESS NOTED OTHERWISE IN SHEAR 1. SILL PLATE SHALL BE 2X P D ) NOTES: MAX • SPkING HEADER PER PLAN ® TRIMMERS PER SCHEDULE © 8 I■ ® A35 CUP AT EACH SIDE OF POSTS AND MULTIPLE KING STUDS. USE A34 AT 4X WALLS (2) BLOCK AT ALL SHEATHING SPLICES, AND AT 10'-0" MAX UNBRACED-STUD LENGTH •. NAIL MULTIPLE TRIMMERS/KING NG STUDS /K TOGETHER WITH 16d AT 12" O.C. STAGGERED ® II II SSTB20 SSTB24 n HDU8 6X6 2. PROVIDE 2 BOLTS MIN P E O R SILL PLATE. „ 20 SCREWS 8 1. PROVIDE SKEWED N AND SLOPED HANGER WHERE REQUIRED. 6X6 1 3/8" 1"0, NOTE 2 30 SCREWS 8" HDU14 6X6 1 9/16" 1"0, NOTE 2 36 SCREWS 8" HD19 6X6 2 1/8- 1-1/4"0. NOTE 2 : (5) 1-0 8" STHD8/R J DBL 2X AS REQUIRED Q -III I THD1 RJ S 0/ DBL 2X M 8d ®12 O.C. A35 AT l'-8* O.C. , " 2. PROVIDE HANGER WITH ONE OR 0 BOTH FLANGES CONCEALED WHERE REQUIRED. E U RED. - Q DBL 2X 38 16d „ 6 RBC AT 1 -2 O.C. A 2X MUDSILL - IM 12d ®5 O.C. Sd ®4 O.C. 8d ®12 O.C. " A35 AT 1 8 O.C. O1 #4CONT. #3 AT 12NO.C. w AB ®1 -3 O.C. 0 3. DIAGONALLY SLOTTED PL ATE ..WASHERS WITH A MAXIMUM SLOT :LENGTH OF MAY E 1 3 4 M B / 3. SEE PLANS AND I A DETAILS FOR HANGER AT SPECIAL CONDITION. 2X MUDSILL II° 8d ®3 O.C. 8d ®12 O.C. t w A35 AT 1 -5 O.C. " 490 OCCURS AB ®l' -Ow <O.C. `STAGGER _ 1 0 I I o I GRADE M 3 CL " , 6 O.C. TYP 8d ®12 O.C. AT ALL EDGES TYP. , USED WHEN A STANDARD CUT WASHER IS ADDED BETWEEN THE PLATE WASHER AND NUT. 2 4. PROVIDE APPROPRIATE FASTENER AT ALL FASTENER TE ER HOLES U.N.O. Ii STUD DIRECTLY B DBL 2X RBC AT 8 O.C. \-PLY AND NAILING PROVIDE -3 4 CHAMFER / I _ „ „ 5. FASTENER SIZES. 16d=0.162" DIA. X 3 1 2 LENGTH / 3 CLR UNDER SPLICE, TYP. TOP PLATE , I FRAMING PER PER ,PLAN 4. ) CONTACT SUMMIT STRUCTU RAL DESIGN F OR MASA AS AP ANCHOR OPTI ON /M -BOL IN LIEU 0 F _ „ „ 10d 0.148 DIA. X 3 LENGTH 91 SHEAR PLY PER SHEAR' PLAN MERE HD SCHED. ANCHOR TS. - "DIMENSIONS PER „ 10d X 1 1/2"=0.148" DI A. X 1 1 2 LENGTH ; INTERSECTING WALL OR CORNER R E WHERE OCCURS OCCURS 6. PROVIDE HANGERS AND FASTENERS WITH TH CORROSION PROTECTION TYPICAL TOP PLATE SPLICE 5 S FROM AT SHEAR WALLS PLATE WASHER MUST BE LOCATED 1 2 OR LES F / THE INSIDE APPROPRIATE FOR CONNECTION P C C APPLICATION AND ENVIRONMENT. I FACE OF SHEATHING. ..ARCH TYPICAL HANGER SCHEDULE 1 2 TYPICAL PLATE LCE DETAIL 9 TYPICAL RIM/BLOCKNAILING _ . DETAIL 6 :TYPICAL FNDN ANCHOR BOLT DETAIL IN RE FORCE WITH 4 ; 3 NO SCALE I° t SD1 NO SCALE (" �Dl�Dl NO SCALE MECH. PAD #4 CONT �Dl DIMENSIONS PER ARCH NO SCALE TOP PLATE PER 9 SD1 " AT 6 O.C. E.W. I I r 2 1/2„ MAX. DEPTH FOR 2X4 PLATE t - - OR CURB TYP -1,0N #4x4' -O- PERMIT # BUTTE COUNTY DEVELOPMENT SEFtVIGL$ IEWE� POR A C®POMPLIANCE A _ F B CORNER WHERE OCCURS N B C TOP PLATE O 5 16d NAILS AT i AT R SED PER 9 SD1 PROVIDE SIMPSON RPS22 -POST POST LAPPED CORNERS, TYP E � Ll STRAP AT EACH PLATE FLOOR C TOP PLATE WHER E F ,-, ri BLOCK I) MIN PER NOTCH 0 URS ER SD1 `P 9 / POSTS AN L MUL T1P E .. .. SECOND LEVEL WHERE .. .. STUDS TO FNDN OCCURS PER PLAN (2 2X SILL PLATE WITH NAILING I I I I I I II PER s�� .,�. m I I.....,. .....� � �. nr►�� rr�r�rvmvv MAX,I TYP. PER PLAN TYP i PIPE AS OCCURS NOTE: DO NOT BORE HOLES OR CUT: NOTCHES IN STRUCTURAL WALL PLATES GREATER THAN 1/3 THE PLATE WIDTH WITHOUT WRITTEN CONSENT FROM THE ENGINEER OF RECORD. -,.' STUD WALL ELEVATION AT N KEY MAX • SPkING HEADER PER PLAN ® TRIMMERS PER SCHEDULE © 8 I■ ® A35 CUP AT EACH SIDE OF POSTS AND MULTIPLE KING STUDS. USE A34 AT 4X WALLS (2) BLOCK AT ALL SHEATHING SPLICES, AND AT 10'-0" MAX UNBRACED-STUD LENGTH •. NAIL MULTIPLE TRIMMERS/KING NG STUDS /K TOGETHER WITH 16d AT 12" O.C. STAGGERED ® II II SSTB20 SSTB24 n HDU8 6X6 p 1 3 8 / PERMIT # BUTTE COUNTY DEVELOPMENT SEFtVIGL$ IEWE� POR A C®POMPLIANCE A _ F B CORNER WHERE OCCURS N B C TOP PLATE O 5 16d NAILS AT i AT R SED PER 9 SD1 PROVIDE SIMPSON RPS22 -POST POST LAPPED CORNERS, TYP E � Ll STRAP AT EACH PLATE FLOOR C TOP PLATE WHER E F ,-, ri BLOCK I) MIN PER NOTCH 0 URS ER SD1 `P 9 / POSTS AN L MUL T1P E .. .. SECOND LEVEL WHERE .. .. STUDS TO FNDN OCCURS PER PLAN (2 2X SILL PLATE WITH NAILING I I I I I I II PER s�� .,�. m I I.....,. .....� � �. nr►�� rr�r�rvmvv MAX,I TYP. PER PLAN TYP i PIPE AS OCCURS NOTE: DO NOT BORE HOLES OR CUT: NOTCHES IN STRUCTURAL WALL PLATES GREATER THAN 1/3 THE PLATE WIDTH WITHOUT WRITTEN CONSENT FROM THE ENGINEER OF RECORD. -,.' STUD WALL ELEVATION AT N KEY SIMPSON HOLDOWN MODEL NUMBER HEADER PER PLAN ® TRIMMERS PER SCHEDULE © KING STUDS PER SCHEDULE ® A35 CUP AT EACH SIDE OF POSTS AND MULTIPLE KING STUDS. USE A34 AT 4X WALLS (2) BLOCK AT ALL SHEATHING SPLICES, AND AT 10'-0" MAX UNBRACED-STUD LENGTH " 6 SCREWS 6 NAIL MULTIPLE TRIMMERS/KING NG STUDS /K TOGETHER WITH 16d AT 12" O.C. STAGGERED ® p STUD PER PLAN DF 2 AT 16 O.C. U.N.O. .N 0. SSTB20 SSTB24 POST PER PLAN WHERE E OCCURS WALL OPENING SCHEDULE 110 MPH EXPOSURE C SIMPSON HOLDOWN MODEL NUMBER OPENING WIDTH TRIMMER/S KING STUD7S UP TO V-0" (1) (1) UP TO 5'-0" 2 : 1 UP TO 8'-0" (2) (2) HOLDOWN SCHEDULE (*SEE ALL NOTES BELOW*) SIMPSON HOLDOWN MODEL NUMBER MINIMUM HOLDOWN POST SIZE DISTANCE FROM CENTER OF CONCRETE ANCHOR TO FACE OF POST CONCRETE ANCHOR TYPE HOLDOWN MINIMUM STEM FASTENERS WALL AT POST WIDTH SINGLE POUR TWO POUR CONDITION CONDITION HDU2 DBL 2X " 1 5 16 '. TB1 SSTB20 SS 6 " 6 SCREWS 6 HDU4 DBL 2X H 1 5 16 / SSTB20 SSTB24 p 10 SCREWS 6 HDU8 6X6 p 1 3 8 / S STB28 SSTB34 „ 20 SCREWS 8 HDU11 6X6 1 3/8" 1"0, NOTE 2 30 SCREWS 8" HDU14 6X6 1 9/16" 1"0, NOTE 2 36 SCREWS 8" HD19 6X6 2 1/8- 1-1/4"0. NOTE 2 : (5) 1-0 8" STHD8/R J DBL 2X AS REQUIRED Q -III 4 2 1 6 d 6" THD1 RJ S 0/ DBL 2X M 8d ®12 O.C. A35 AT l'-8* O.C. , " p 28 16d ( ) 6 STHD14 RJ DBL 2X 38 16d „ 6 GENERAL NOTES: COMPRESSION POST AS REQ'D PER STRAP "SCHED. 1. HOEDOWNS SHALL BE INSTALLED PER MANUFACTURERS RECOMMENDATIONS. f 2. .PROVIDE A36 THREADED ROD ' NTH 2-4" EMBED IN CONCRETE AND DOUBLE NUT WITH . 2 1 / THICK X 3 SQUARE PLATE WASHER AT BOTTOM OF EMBEDDED END. 3. AT 3X MUDSILL USE ` SSTBL VERSION OF ANCHOR LISTED ABOVE. 4. DOULE STU S H LL B D S A BE NAILED TOGETHER WITH 12d DIA. 0.135 AT 6 O.C. STAGGERED.. SOLE PLATE -FASTENING PER SHEAR WALL SCHED. D DISTANCE FOR STRAP HOEDOWNS IS 1 1/2". NAIL SIZE FOR 5. MINIMUM FOUNDATION EN D S E STRAP HOLDOWNS 'IS 16d SINKER 3 1 4 X 0.148 DIAMETE R TOP PLATE SHEAR WALL LEGENDSTRUCTURAL SHEAR WALL TYPE N FOR A MINIMUM - --ll - lt SHEAR WALL SCHEDULE - 3/8" THICK SHEATHING AND 16" O.C. STUD SPACING (*SEE ALL NOTES BELOW*) ---- MUDSILL THICKNESS M C ` C • • • • ELD PANEL FIELD 20-0p 2,-0" ALLOW. WALL AND 1/2 DIAMETER I II I "I NAIL SIZE I NI . PER PLA N 1 E.N. PER SHEAR AR3» WHEREWALL-SCHED. LOAD TYPE ANCHOR BOLT SPACING AND SPACING CUP SPACING PLF 2X MUDSILL , 12d ®7 O.C.w w 8d ®6 O.C.O C. » : 8d ®12 O.C. A35 AT 2'-8" O.C. 260 6 AB ®3 -9 O.C. OCCURS SA� P PLATES, SOLE PLATE MUDSILL. POSTS AND HOLDOWN PANELS AT -ALL EDGES, TO LATE , LL, , RBC AT 1 -8 O.C. AS REQUIRED Q -III 2X MUDSILL , w 1 d 0 5 O.C. 2 M 8 d ® 4 O.C. M 8d ®12 O.C. A35 AT l'-8* O.C. , " AB ®2 -9 O.C. RBC AT 1 -2 O.C. A 2X MUDSILL - IM 12d ®5 O.C. Sd ®4 O.C. 8d ®12 O.C. " A35 AT 1 8 O.C. O1 #4CONT. #3 AT 12NO.C. w AB ®1 -3 O.C. NATURAL , RBC AT 1 -0 O.C. BLOCK AS RE ,D.LR A 2X MUDSILL II° 8d ®3 O.C. 8d ®12 O.C. t w A35 AT 1 -5 O.C. " 490 OCCURS AB ®l' -Ow <O.C. `STAGGER _ 1 0 I I o I GRADE M 3 CL " , 6 O.C. TYP 8d ®12 O.C. AT ALL EDGES TYP. , 640 2 l I II I I Ii COMPRESSION C ESSION POST AS Q, RE D RBC AT 8 O.C. SEE NOTE 3 PROVIDE -3 4 CHAMFER / I 3 CLR EEE 'I 91 SHEAR PLY PER SHEAR' PER HD SCHED. "DIMENSIONS PER WHERE WALL ABOVE DOES NOT OCCUR TYP „ 16 MAX STUD I WALL SCHED. I ..ARCH , IN RE FORCE WITH 4 ; SPACING I° t I A.B. SIZE MECH. PAD #4 CONT DIMENSIONS PER ARCH FTG TYPE PER PLAN " AT 6 O.C. E.W. I I .AND SPACING PER OR CURB TYP -1,0N #4x4' -O- I it II USE: 3X STUD AT SCHED. - SEE. AT1-6,O.0 A i ABUTTING PANEL ANEL NOTE 3 SOLE PLATE I I ED GES WHERE V H.D. A FASTENING PER I I R EQ D PER SHEAR I PER - - ,.. SHEAR WALL SCHED. I. 1 -.►- WALL SCHEDULE iI II II SCHED. III III III II II SHEAR WALL LEGENDSTRUCTURAL SHEAR WALL TYPE N FOR A MINIMUM - --ll - 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 M C SOLE PLATE PANEL EDGE : ELD PANEL FIELD 20-0p 2,-0" 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.w w 8d ®6 O.C.O C. » : 8d ®12 O.C. A35 AT 2'-8" O.C. 260 6 AB ®3 -9 O.C. P PLATES, SOLE PLATE MUDSILL. POSTS AND HOLDOWN PANELS AT -ALL EDGES, TO LATE , LL, , RBC AT 1 -8 O.C. AS REQUIRED Q A 2X MUDSILL , w 1 d 0 5 O.C. 2 M 8 d ® 4 O.C. M 8d ®12 O.C. A35 AT l'-8* O.C. , " 350 3. AB ®2 -9 O.C. RBC AT 1 -2 O.C. A 2X MUDSILL - IM 12d ®5 O.C. Sd ®4 O.C. 8d ®12 O.C. " A35 AT 1 8 O.C. 380 DO NOT OVERDRIVE NAILS. STAGGER SOLE FASTENING AND PRE DRILL PILOT HOLES(MAX w AB ®1 -3 O.C. , RBC AT 1 -0 O.C. 75% NAIL' DIA) TO AVOID SPUTTING WALL ELEMENTS. "SEE DETAIL 6 SD1 FOR MORE INFO. A 2X MUDSILL 12d ®4 O.C. 8d ®3 O.C. 8d ®12 O.C. t w A35 AT 1 -5 O.C. " 490 OCCURS AB ®l' -Ow <O.C. `STAGGER NAILING. RBC AT 10 O.C. 3X MUDSILL , w w' 12d ®3 O.C. 8d 0 2 O.C. 8d ®12 O.C. A35 AT 1 -0 O.C. w 640 2 AB ®1 -9 O.C. _ RBC AT 8 O.C. 12 O.C. II: 71 I TT: 1 _0 2x4x2, -0 KEY a w B 11 I II GENERAL NOTES... II I II _ , " TYP. $LAB _ 3 AT 1 6 O.C. CONSTRUCTION # AT 3 0 O.C. REINFORCING1'-0" JOINT PER PLAN NOTES: 1.: PREPARE SUBGRADE PER SOILS REPORT IF APPLICABLE. 2. SEE PLAN FOR RECOMMENDED SLAB REINFORCING. N 3. MAY REDUCE DIMENSION TO 6 IF WALL ABOVE DOES NOT OCCUR. 4 GENERAL CONTRACTOR SHALL' PROVIDE CONTROL AND CONSTRUCTION JOINT LAYOUT PLAN FOR ENGINEER'S REVIEW PRIOR TO CONCRETE PLACEMENT. 5.) ALLOWABLE LOADS MAY BE MULTIPLIED BY 1.4 WHERE WIND LOADS GOVERN. 10 7 4 1 TYPICAL SLAB -ON -GRADE DETAILS TYPICAL SPREAD FOOTING 00 NG SCHEDULE TYPICAL SHEAR WALL ELEVATION, TYPICAL SHEAR. WALL SCHEDULE NO SCALE NO SCALE NO SCALE S D �.NO SCALE �LD1 SD1_ SDI i F ES S 1 4 0 Q N 9 O l P �- 2 m � � No. .75688m 6/ 0/18 JJ. C L I V 1 9 T0 � F F OF -\ CA 6/15/16 V THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE ONLY WITH THE :. ATTACHED STRUCTURAL CALCULATIONS v 383 Rio Lindo Ave. Suite 200 Chico CA 95926 P. 530.592.4407 SummitChico.com W Q U O U_ U z U.j L.L. O z - �-- LTJ UQ Q z O I"- W C13 J r � Q V kD Lnm Q 0 rlU REVIEWED FOR CODE COMPLIANCE CE AUG 0 5 2016 TRB AND ASSOCIATES OCIATES , REVISIONS: 1 PC#1 6/15/16 DATE: 4/15/16 SCALE: NTS DRAWN BY: RKB JOB NUMBER. 15-355 SHEET: SDI FOOTING SCHEDULE - --ll - FOOTING TYPE DIMENSION A .DIMENSION B, U.N.O. THICKNESS, U.N.O. F1.5 19-6"11-6" - 12" F2 20-0p 2,-0" n 12 F2.5 2,- 6" 2- 6" 12" F2.7521 -9n12 2 '- " 9 " F3 3,0n 3,- - 0N - 12" F3.5 31-6"3,- 6n 12 FOR ENGINEER'S REVIEW PRIOR TO CONCRETE PLACEMENT. 5.) ALLOWABLE LOADS MAY BE MULTIPLIED BY 1.4 WHERE WIND LOADS GOVERN. 10 7 4 1 TYPICAL SLAB -ON -GRADE DETAILS TYPICAL SPREAD FOOTING 00 NG SCHEDULE TYPICAL SHEAR WALL ELEVATION, TYPICAL SHEAR. WALL SCHEDULE NO SCALE NO SCALE NO SCALE S D �.NO SCALE �LD1 SD1_ SDI i F ES S 1 4 0 Q N 9 O l P �- 2 m � � No. .75688m 6/ 0/18 JJ. C L I V 1 9 T0 � F F OF -\ CA 6/15/16 V THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE ONLY WITH THE :. ATTACHED STRUCTURAL CALCULATIONS v 383 Rio Lindo Ave. Suite 200 Chico CA 95926 P. 530.592.4407 SummitChico.com W Q U O U_ U z U.j L.L. O z - �-- LTJ UQ Q z O I"- W C13 J r � Q V kD Lnm Q 0 rlU REVIEWED FOR CODE COMPLIANCE CE AUG 0 5 2016 TRB AND ASSOCIATES OCIATES , REVISIONS: 1 PC#1 6/15/16 DATE: 4/15/16 SCALE: NTS DRAWN BY: RKB JOB NUMBER. 15-355 SHEET: SDI -1 - --ll - -.t I-- - I-° - I 1. WALL FRAMING: USE 2X OR WIDER DF-LSTUDSPLAN PER , SOLE PLATE, TOP PLATES, AND BLOCKING. ( ) USE PT DFLM UDSILL PER SCHEDULE 'ABOVE. BLOCK ALL PANEL EDGES. 2. SHEATHING: USE APA RATED (32/16 SPAN RATING SHEATHING UNLESS NOTED OTHERWISE. EDGE NAIL P SILL LATE -COUPLER NUT P PLATES, SOLE PLATE MUDSILL. POSTS AND HOLDOWN PANELS AT -ALL EDGES, TO LATE , LL, , SIZEPER E SCHED. AS REQUIRED Q POSTS/STUDS. COMPRESSION POSTS STUDS. w w 3. NAI SIZES. 8d. 2 1 X 0.131... DIAMETER COMMON OR 2 1/2" X 0.113 DIAMETER HDG BOX L 2 12 12d 3 1/8" X 0.135 DIAMETER SINKER 20d: 4 X 0.192 DIAMETER COMMON. FOUNDATION PER PLAN MAX. DO NOT OVERDRIVE NAILS. STAGGER SOLE FASTENING AND PRE DRILL PILOT HOLES(MAX 75% NAIL' DIA) TO AVOID SPUTTING WALL ELEMENTS. "SEE DETAIL 6 SD1 FOR MORE INFO. 4. AT SHEAR WALL TYPES 04", 3 AND 2 USE 3X NOMINAL FRAMING AT ABUTTING PANEL EDGES AND CORNER WHERE OCCURS `STAGGER NAILING. FOR ENGINEER'S REVIEW PRIOR TO CONCRETE PLACEMENT. 5.) ALLOWABLE LOADS MAY BE MULTIPLIED BY 1.4 WHERE WIND LOADS GOVERN. 10 7 4 1 TYPICAL SLAB -ON -GRADE DETAILS TYPICAL SPREAD FOOTING 00 NG SCHEDULE TYPICAL SHEAR WALL ELEVATION, TYPICAL SHEAR. WALL SCHEDULE NO SCALE NO SCALE NO SCALE S D �.NO SCALE �LD1 SD1_ SDI i F ES S 1 4 0 Q N 9 O l P �- 2 m � � No. .75688m 6/ 0/18 JJ. C L I V 1 9 T0 � F F OF -\ CA 6/15/16 V THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE ONLY WITH THE :. ATTACHED STRUCTURAL CALCULATIONS v 383 Rio Lindo Ave. Suite 200 Chico CA 95926 P. 530.592.4407 SummitChico.com W Q U O U_ U z U.j L.L. O z - �-- LTJ UQ Q z O I"- W C13 J r � Q V kD Lnm Q 0 rlU REVIEWED FOR CODE COMPLIANCE CE AUG 0 5 2016 TRB AND ASSOCIATES OCIATES , REVISIONS: 1 PC#1 6/15/16 DATE: 4/15/16 SCALE: NTS DRAWN BY: RKB JOB NUMBER. 15-355 SHEET: SDI FASTENING SCHEDULE (TABLE 2304.9.1) CONNECTION FASTENING,' LOCATION 1. JOIST TO SILL OR GIRDER 3 - 8d COMMON 2 1/2- X 0.131" - -- - - - : I� �t t „ i II 4 T 24 O.C. VE RT 4 # A , , 3 - 3" X 0.131" NAILS TOE NAIL 3 - 3" 14 GA. STAPLES r e 1 05. Nils i hr ms andshear walls refs to Section on 23 a I n rticleboard d a a For nailing of wood structural ane and a 48 inches or more. Fo a- P P 9 9Pn for wall sheathing are permitted to be common box or ca sin 9 g P 2. BRIDGING TO JOIST 2 - 8d COMMON (2 1/2" X 0.131") PER 1 SD2 / CLEAR COVER 2 - 3" X 0.131" NAILS TOE NAIL EACH END 2 - 3" 14 GA. STAPLES 3. 1" X 6" SUBFLOOR OR LESS TO EACH JOIST 2 - 8d COMMON (2 1/2" X 0.131") FACE NAIL 4. 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. 3" X 0.131" NAILS AT 8" O.C. TYPICAL FACE NAIL TYP. 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 B WALL PANEL RACED 4 - 3" 14 GA. STAPLES PER 16". 7. TOP PLATE TO STUD 2 - 16d COMMON (3 1/2- , X 0.162") rn 3 - 3" X 0.131" NAILS END NAIL FOOTING PER • M SPREAD F WERE OCCURS : } PLAN WH E „ 3 CLR. iL 3 - 3" 14 GA. STAPLES 8. STUD TO SOLE PLATE- 4 Bd COMMON (2 1/2" X 0.131") exterior and at supports, aced 3 inches on center x ridges , FastenersPP 9 sP 9 i _l_ 4 - 3" X 0.131" NAILS AT8"O.C. TOE NAIL in hall be 6 inches on center on the edges and 12 inches on center at intermediate supports for structural sheathing. Spacing s 9 PP I liaatiana. 3 - 3" 14 GA. STAPLES AT 12" O.C. 2 - 16d COMMON3 1/2- X 0.162" ( ) END NAIL 3 - 3" X 0.131" NAILS 4/15/16 3 - 3" 14 GA. STAPLES nonstructural applications. _ inch sheathing and 1 3 4 inch Inch length for 1 2 hes and 1 t 8 inc 16 ch diameter d sin resistant roofing nails with 7 in Corrosion / 9 / 9 / 9 9. DOUBLE STUDS 16d (3 1/2" X 0.135") AT 24" O.C. REQ'D RE D TO MAINTAIN :3 CLR T p AND 15 2 4 CONT. TOP A 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. length for 25 32 sheathing. 9 / in length h sheathing and 1 1 2 ch staples with nominal7 16 inch crown and t 1 8 inch le nth for 1 2 inc a L Corrosion-resistant9 / 9 P/ / 9 / 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 ► „ , ' » 1 6 5 0 1 6 1. 12 - 3" 14 GA. STAPLES 11. BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE BLO -d COMMON 2 1/2- X 0.131" 3 8 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. G CLEARANCES SHOWN CANNOT BE ACHIEVED USE PRESSURE IF FRAMIN C 1: F ) 3" X 0.131" NAIL AT 6" O.C. TOE NAIL RKB 3" 14 GA. STAPLE AT 6" O.C. 13. TOP PLATES, LAPS AND INTERSECTIONS 2 - 16d COMMON (3 1/2" X 0.162") 2.) PRIOR TO ORDERING HARDY_FRA E, AND AGAIN 3 - 3" X 0.131" NAILS FACE NAIL 3 - 3" 14 GA. STAPLES 14. CONTINUOUS HEADER, TWO PIECES 16d COMMON (3 i/2" X 0.162") 16" O.C. ALONG EDGE 15. CEILING JOISTS TO PLATE 3 - 8d COMMON 2 1/2- X 0.131" BARS TO MATCH CONT. REINF. 5 - 3" X 0.131* NAILS TOE NAIL 5 - 3" 14 GA. STAPLES ; - 1 355 5 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, - N ADJACENT TO E FOUNDATIONS SEE 5 SD2 FOR CLARIFICATION. AT LOCA �) / T ABLE 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, h o center of edges, 8 inches at intermediate supports for subfloor and wall sheathing and 3 inches o. Fasteners spaced 4 Inches n PP 9 P 9 TABLE 2308.10.4.1 4 - 3" X 0.131" NAILS FACE NAIL 4 - 3" 14 GA. STAPLES AT LOCATIONS ADJACENT TO E FOUNDATIONS 19, RAFTER TO PLATE 3 - 8d COMMON (2 1/2" X 0.131') SHEET: 5-3"X0.131"NAILS TOE NAIL 5 - 3" 14 GA. STAPLES TYPICAL UNDER FLOOR ACCESS DETAIL 20.1 DIAGONAL BRACE T O EACH STUD AND PLATE 2 - 8d COMMON 2 1 2" X 0.13 1" FNDN DETAIL 4 TYPICAL FOUNDATION ION D ETALTYPICAL 2 - 3" X 0.131" NAILS FACE NAIL 3 - 3" 14 GA. STAPLES 2 1. 1" X 8" SHEATHING TO EACH BEARING N 0.131" 3- 8d COMMON 2 1 2 X ( / ) 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 1 " X 0.162" 16d COMMON (3 /2 ) 24" O.C. " NAI L 3" X 0.131 S 16" O.C. "16" 3 14 GA. STAPLES 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 i' ]l I. 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 - " X 0.148" 3 tOd COMMON 3 > - 1 1" NAILS 4 3" X 0. 3 FACE NAIL 4 - 3" 14 GA. STAPLES 27. JACK RAFTER O 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 F AFTER TO 2X RIDGE BEAM 28. R00 R - N 1/2- X 0.162" 2 16d COMMON 3 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 3 0. LEDGER STRIP - 6 COMMON 3 1 2" X 0.162" 3 1 d ( / ) 4 -- 3" X 0.131" NAILS FACE NAIL 4 3" 14 GA. STAPLES 31. WOOD STRUCTURAL PANELS AND PARTICLE BOARD6 1/2" AND LESS 6d' SUBFLOOR, ROOF AND WALL SHEATHING (T0 FRAMING) 2 3/8" X 0.113" NAIL" 19/32- TO 3/4- 8d OR 6d• 2 3/8" X 0.113 NAIL / ERLAYMENT SINGLE FLOOR ( COMBINATION SUBFLOOR-UN D 7/8 . TO 1" 8d• 8 T 0 1 1 " 1 1/4- 10d' OR 8d° TO FRAMING 3/4- AND LESS 6d• 7/8" TO 1" 8d• 1 1/8" TO 1 1/4" 10d' OR 8d- 32. PANEL SIDING (TO FRAMING) 1/2" AND LESS 6d' 5/8" 8d 33. FIBERBOARD SHEATHING 1/2" No 11 GAGE ROOFING NAIL. 6d COMMON NAIL 2" X 0.113" No. 16 GAGE STAPLE` 25/32' No. 11 GAGE ROOFING NAIL" 8d COMMON NAIL 2 1/2- X 0.131" No. 16 GAGE STAPLE 34. INTERIOR PANELING 1/4" 44' 3/8" 6d" i .ry � O K B CORNER ERE OCCURS , F � 0 P F I v Z c� m i W Cl' fT� rT1 1 '` 68 - PERMIT l No,758 6 `B UTT E 0 COUNTY DEVELOPMENT , BEAM PER PLAN ENT SERVICES .6 0 18 , cc CONT. TO END 1� C VI FOR I� C L S P 1 1 V CONT. BEAM � OF WALL ABOVE q nnROMPLIT FRAMING V �F F NOT SHOWN WHERE SAT �l OFC CA 5 gy OCCURS r CC „ 3 4 X 3'-0- DOWELS WITH 6/15/16 6 EMBED IN S IMPSON ET THESE PLANS HAVE BEEN REVIEWED CORNER WHERE .00CURS l EPDXY LOCATE AND AVOID ALL t i FOR COMPLIANCE ONLY WITH THE WALL FRAMING PER PLAN A STRUCTURAL E REINF. PRIOR TO DRILLING ATTACHED DBL TOP PLATE t _ . NDATION CALCULATIONS LATIONS PER 9 SD1 E FOU 1 -.SOLE NAILING PER SD1 0 UR / .N �. AS CC S I l - T WITH X PT SILL RIPPED TO Fl i 3 FLASHING, , AT INFILL FRAMING WH AND , L I G ERE „ ANCHOR BOLTS PER 3 SD1 A i A C .. p AND DRAINAGE BY OTHERS RE D PROVIDE 6X10 DF 2 _ ' Q . DEPTH NOTCH , ; <1 MAX D , 4X FILLER WITH 5 r WITH HUCQ HGR EACH END , E.N. r , PSA ,.. r LTP4 CLI T -FLOOR PLY AND ., E Q I 1/2 IOL ISOLATION , FRONT FACE AND 3 PLAN S NG PER NAILING . E SLAB ON GRAD , JOINT IP M A35 CUPS FROM 4X l : r PER PLAN. SLOPE I P TO TO PLATE AT : PER , / AND ELEV. P r'r c i INTERIOR FACE INTE I S RE D : ARCH A Q i E 6 4x4. Q 1 I 2 3 TIES I 1/2 SD S_ )# FJ PER PLAN 1 4x3 SDS OR , I / S REWS 'Y EQUAL,. TYP n / :I I EACH HOLE LB TOP FLANGE HGR . Rio Lindo Ave. i X6 MIN. 383 DBL 2 M 1 I Suite 200 U.N.O. PER METAL FLASHING I' ` CA 95926 HARDY FRAME PANEL '.PLAN TYP Chico, , \_(N) FTG PER PLAN E.N. P 530.592.4407 FOOTING PER 1 SD2 / ummltChlco.com R HALL VERIFY IN S NOTE.. PRIOR TO ORDERING HARDY FRAME CONTRALTO S FRAM WILL FIT IN WALL AS DETAILED. ANY FIELD THAT HARDY E F CORD 0 THE ENGINEER.OF RE DISCREPANCIES .SHOULD BE BROUGHT T IMMEDIATELY k' TYPICAL HARDY FRAME DETAIL 9 6 FOUNDATION DETAIL TY P I CA L N .FTG TO E FTG DETAIL I NO SCALE NO SCALE NO SCALE I ��D2 SD2 SD2 I LEAVE E "SHEATHING ) BLOCK SOLID BELOW IN PLACE WHERE IF , WHERE/ IF OTS AN POSTS D OCCURS ti KING TRIMMERS / I i i D FLOOR .`.PLY AN LOOR .JOISTS. PER PLAN LAP • • N FRAMING FNDN AND FR G E FOUNDATION p IN PER PLAN NAILING F GIRDER AND FRAMING PER 1 SD2 [f6 ON CENTERLINE 0 r / WITH 4 16d CLINCHED SOLID BLOCK t) { -a 3 MINIMUM SIDE COVER FROM EACH - NOTE. PROVIDE + + , OF COLUMN S TO EACH EDGE OF SLAB. i EDGE C M BASE I- �I r I T Q UjV I COLUMN PER PL AN GIRDER PER PLAN ..WITH , 3 8d TOENAILS PER FJ I BC POST CAP AT POSTS ) -O t V SLAB -ON -GRADE .. , NTH 4 , 4X 6 POST .J PER PLAN. SLOPE POST BASE PER PLAN - 6d TOENAILS TO PIER -------.- AND 1 AND ELEV. PER CENTERED ON FOOTING � � z BELOW ' HARDY FRAME FOOTING V ARCH AS RE D - : N AND 4 SD2 'PER .PLA A I - � , / s , 1 OP FINISHED' GRADE a SLOPE , P EAD FOOTING Z ORSR 0 R f I' WETSET" 'PRECAST C NC. PIE W BY OTHERS, , N OR CONCRETE TH ; . RE I PER PLAN WHE 0 CONCRETE FILLED CMU BLOCK a � R C A AWAY FROM FOUNDATION _ 0 _._�._.�._�..NOTES. OCCURS �- z _ _ W .o 1. AT LOCATIONS ADJACENT TO E FOUNDATIONS: O ) i) 0..0 0, o. L- _ - II II z Ili III - BRACE /E FRAMING AND. FOUNDATIONS AS REQUIRED. Q z - REMOVE OUTSIDE EDGE OF G FACE F E STEM WALL. a E E FT TO AC 0 a I II IiI . t , i III U IL I I z EXTEND N STEM AND LOWER N FTG AS RE D TO UNDERCUT N FTG N Q III a - c) c) c) f i BELOW E FTG. EXTEND ANCHOR RODS ACCORDINGLY WHERE OCCURS.�) )13- CLR. O OG , W i 3 CLR. a. Q - - IT - 2. SEE 1 SD2 FOR ADDITIONAL INFORMATION. AN C � / L PER PL T11 i II �r- I W PER PLAN 3. D0 NOT REMOVE OR MODIFY SUPPORT MEMBERS OR .HARDWARE FOR EXISTING FRAMING WITHOUT m THE EXPRESS WRITTEN CONSENT OF THE ENGINEER OF RECORD. SHOWN CANNOT BE ACHIEVED USE PRESSURE TREATED J NOTE. IF FRAMING CLEARANCES OOR CLEARANCE WITH ARCHITECT. REINF. PER PLAN-/ FRAMING AND .COORDINATE UNDERFL C Q 4DISCREPANCIESBE N FRAMING SHOWN AND FIELD CONDITIONS SHALL BE IMMEDIATELY V 1 I .) ANY TWEE NS _ 10 BROUGHT TO THE ENGINEER OF RECORD. BY OTHERS. ,-, G NOTE.. WEATHER TREATMENT AND CORROSION PROTECTION 5 _L s _ DETAIL R FOUNDATION N DATI O N TA ADJACENT D DETAIL TYPICAL 1NTERIO OLo TYPICAL POST FOUNDATION DETAIL A JAC NT FOUN ATION TAI -m NO SCALE NO SCALE NO SCALE i SD2 `SD2 �D2 Q HARDY FRAME PANEL R INSTALL STANDARD ROUND -CUT WASHE S U INSTALLING FULLY GROUT BELOW .HARDY FRAME - AND DOUBLE NUTS. WHEN I , „ ►, I WITH 000 PSI NON -SHRINK ROUT TH 5 S G WITH A 1/2" OR 3/4" IMPACT, TIGHTEN UNTIL SOCKET STOPS AT FIRST WALL FRAMING PER PLAN RESISTANCE THEN COMPLETE WITH ONE „ FULL TURN. FOR INSTALLATION WITHOUT PT D F SILL AND AB PER 3 SD1 ' SHEAR PER PLAN 3 HOOPS X 3 AN IMPACT .NUT TO BE SNUG TIGHT. / , AROUND BOTH THREADED PLYWOOD AND p ... SOLE NAILING PER 7 SD1 ',. NAILING PER PLAN _ NA LI G 1 2 R RODS AT 6" O.C.1/2".. ,. CL 1 ' E.N. 0 JOIST PER PLAN EITHER • FLOOR � REVIEWED i SLOPE GRADE _ L BLOCK AT 2 0 DIRECTION. SOLID C DR CODE COMPLIANCE M{� L 1 AWAY FROM FNDNA X CONT. RIM CONDITION 2 N C E O.C.0AT PARALLEL C ND C AN 4 AT 12 O.C. _HORIZ. - GIRDER PER PL K OLID AT POSTS # BLOCK s ::....AUG 0 5 2016 WHERE OCCURS DOWNS TIPLE STUDS AND HOL OPENING 2 LR MUL AT 1 1 C PER 1 SD3 ' / E.N. F HGR „ � /��Fj T. .4 182 XRFJ ARJIRDER OIIGH GT PER ..PLAN �UNDER FLOOR ACCESSS , 8 MIN. II II HANGER AS RE Q 18 MIN.. SLOPE FIN SHE _. RADE AWAY G 4 AT 6 O.C.REVISIONS: # 1 8 A. F 4 RADE 36 THREADED 1 DI 155 G EACH WAY 12 MIN. - FROM FOUNDATION ROD WITH 1 2 x 3 SQUARE -PLATE TOP AND BOTT. /8 MIN 1 WASHER WITH .DOUBLE NUTS OR TACK PC#1 61516 a 18 MIN. to stated. nails re permitted to be used except where otherw s sta d a. Common or box na a2 P ns re u orfs except 6 inch es at supports where spans a Inches on canter at edges, 12 inches at intermediatesi Nil saedat6i b. Nails c PP P PP P PI 9 4 OP TOP pMAINTAINI 14 MIN AND BOTT.# WELDED TO BOTTOM OF ROD. BE ND ROD UP TO '15 ,T0 - -- - - - : I� �t t „ i II 4 T 24 O.C. VE RT 4 # A , , r e 1 05. Nils i hr ms andshear walls refs to Section on 23 a I n rticleboard d a a For nailing of wood structural ane and a 48 inches or more. Fo a- P P 9 9Pn for wall sheathing are permitted to be common box or ca sin 9 g P GRADE BEAM` 1 LAP PER 1 SD2 / CLEAR COVER i 2 O.C. HOR WHERE I. I AT 1 „ _ 0.13 Sd 2 1 2 x 0.131 tOd 3 x 0.148 Common or deformed shank 6d 2 x .1 c C ( " " - - 1 0.131. 10d-3 x0.148 d. Common 6d 2 x 0.113 8d 2 2 x ( " PER PLA N 2 _ 4 0 • . • • • , 1 8 STEMWALL HEIGHT. > 1 6 TYP. i I 8d-21 2 x0.131 10d-3 x0.1 48 e. Deformed shank 6d - 2 x 0.113 , ) _ 9 8 1 2 0.113--- or casing 6d 2 z .09 d 2 x 1 8 x0.106 8d 23 8 x 0.128 c f. Corrosion -resistant siding 6d 7 , g ( / " nail e t t des 6 inches on center Intermediate when used as rn 3 CLR FOOTING PER • M SPREAD F WERE OCCURS : } PLAN WH E „ 3 CLR. iL exterior and at supports, aced 3 inches on center x ridges , FastenersPP 9 sP 9 i _l_ in hall be 6 inches on center on the edges and 12 inches on center at intermediate supports for structural sheathing. Spacing s 9 PP I liaatiana. c rn THICKEN FTG AT ANCHORS AS __ -j- , DATE. 4/15/16 nonstructural applications. _ inch sheathing and 1 3 4 inch Inch length for 1 2 hes and 1 t 8 inc 16 ch diameter d sin resistant roofing nails with 7 in Corrosion / 9 / 9 / 9 _ NOTES. 3 4 REQ'D RE D TO MAINTAIN :3 CLR T p AND 15 2 4 CONT. TOP A BOTT. length for 25 32 sheathing. 9 / in length h sheathing and 1 1 2 ch staples with nominal7 16 inch crown and t 1 8 inch le nth for 1 2 inc a L Corrosion-resistant9 / 9 P/ / 9 / 'NOTE$. SCALE. NTS a el unless otherwise x in the Ion direction of the n o s t 16 Inches 20 inches if strength axis in anal supports a r 5 32 sheath P P for 2 9 / 9 PP ► „ , ' » 1 6 5 0 1 6 1. T SEE 1 SD2 FOR ADD -L .INFO AND VER REINF. NOT SHOWN FOR CLARITY marked). it aced 6 inches on anal edges, 12 Inches at Intermediate supports. x 0.072 naffs spaced Casing 1 1 2 x 0.080 or finish 1 1 2 PP l 9( / " P 9 G CLEARANCES SHOWN CANNOT BE ACHIEVED USE PRESSURE IF FRAMIN C 1: F ) • DRAWN BY. A RKB diate supports. panel einches at intermediate d es 12 k. Panel supports at 24 inches. Casing or finish nailss spaced 6 inches on B END TYP. 2.) PRIOR TO ORDERING HARDY_FRA E, AND AGAIN T0 POURING CONCRETE, TREATED FRAMING AND COORDINATE UNDERFLOOR CLEARANCE NTH ARCHITECT. i. For roof sheathing applications, 8d nails (2 1/2 x 0.113) are the minimum required for wood structural Panels. have a minimum crown width of 7 1 6 inch. M. Staples shall m BARS TO MATCH CONT. REINF. SHA VERIFY IN FIELD .THAT HARDY FRAME WILL FIT N WALL AS DETAILED. ANY LL B NUMBER: JO NU - 1 355 5 P c o center at d es 8 inches at Intermediate supports. eners sated 4 Inches n n. For roof sheathing applications, fast p g PPTIONS 9 PP2.) H U U T 0TH NGiN R OF M DIATELY. - S 0 LD BE BRO GH T E E EE RECORD IM E N ADJACENT TO E FOUNDATIONS SEE 5 SD2 FOR CLARIFICATION. AT LOCA �) / h o center of edges, 8 inches at intermediate supports for subfloor and wall sheathing and 3 inches o. Fasteners spaced 4 Inches n PP 9 P 9 on centerer at edges,es 6 Inches at intermediate supports of roof sheathing. Fasteners spaced 4 inches on center su supports. at edges, 8 inches at intermediate P P9 PP 3. AT LOCATIONS ADJACENT TO E FOUNDATIONS SEE 5 SD2 FOR CLARIFICATION SHEET: FASTENING SCHEDULE rio TYPICAL UNDER FLOOR ACCESS DETAIL TYPICAL HARDY FRAME FNDN DETAIL 4 TYPICAL FOUNDATION ION D ETALTYPICAL 1 , � NO SCALE lj� -SD2 NO SCALE SD2 NO SCALE SD2 NO SCALE L I I SD2 SD2 _ _ T i' ]l I. oQRIOESS/4 K. B �� F� "'�No. 75688`x' 6/ 0/18 sjgTFc r v � F OF CAO 6/15/16 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE ONLY WITH THE ATTACHED STRUCTURAL CALCULATIONS 383 Rio Lindo Ave. Suite 200 Chico, CA 95926 P. 530.592.4407 SummitChico.com V J Q W Q V, O V V DC z-� W OZ) j=w �> 0 Q U <Z 0 Q� =w °° __j V)Ln Q M c—I U rl REVIEWED CODE COMPLIANCE AUG 0 5 2016 3 AND ASSOCIATE S REVISIONS: Q PC#1 6/15/16 DATE: 4/15/16 SCALE: NTS DRAWN BY: RKB JOB NUMBER: 15-355 SHEET: >SD3 FLOOR TO FLOOR STRAP SCHEDULE STRAP REQ'D MIN. POST SIZE MIN. END LENGTH END LENGTH NAIL QUANTITY MSTC40 DBL 2X 11" (14) _16d MSTC52 4X6 1'-0" (22) 16d MSTC66 t 6X6 2'-0" (32) :16d (2) MSTC52 6X6 1'-5" (22) 16d (2) MSTC66 6X6 2'-0" (32) 16d rLK ZOM0 i rrr 0 16d Al 1Z-- U.G. A35 CLIP PER SHEAR WALL 2X6 BRACE T 4'-0" 0. C. WITH SCHEDULE, OTHERWISE (5) 16d NAILS 4'-0" O.C., TYP. EACH END PROVIDE GAP BETWEEN PANELS • AS REQ'D. BY MFR., 1/8" MIN. • L E.N. TYP 2X 'BLOCKING AT 4'-0" O.C., DBL TOP PLATE T&B, (3) 12d T.N. EA. END PER 9/SD1 \(3) 16d T.N. EA BLOCK oQ�pFESS/ON9l L -Li z `rNo. ` 75688' rn 6/ 0/18 7� sjgTFC i v � OF CAI\ 6/15/16 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE ONLY WITH THE ATTACHED STRUCTURAL CALCULATIONS 383 Rio Lindo Ave. Suite 200 Chico, CA 95926 P. 530.592.4407 SummitChico.com W Q -U 0 J U U NO z O w ~w �> I� Q U Qz CL nrl 0 Q� nC = W J Q J Ln M c—I U REVISIONS: Q1 PC#1 6/15/16 DATE: 4/15/16 SCALE: NTS DRAWN BY: RKB JOB NUMBER: 15-355 SHEET: SD4 tevision: Date: BY: I I I i i e..< N N N P ON • w F�1 rr� ll V V y w po a I Wo � a ' V 1 V 1 r 'W W W H rCf), W SQA * No. C 128 Q F RESIDE TIAL GALL EN MANPA RY ME WRE5 Date 2016 Scale i Drawn I, Job f, Sheet I„ CL N N M Of Sheets � i (O ei O N tS) 0 4 r I n