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HomeMy WebLinkAboutB16-0091GENERAL NOTES: 1. ALL WORj ON THIS PRaIECT SHALL CONFORM TO THE ADOPTED EDITIONS OF THE 22.7131 CBC. 203 CMC , (,KL - CPC THE 1_01?' CALIF. ELECT. CODE AND lv)3 CALIF. ENERGY STANDARDS. 2. DESIGNER SHALL APPROVE ADJUSTMENTS TO ANY PART OF THESE PLANS. 3. WRITTEN DIMENSIONS ARE TO BE USED: DO NOT SCALE THESE DRAWINGS 4. SPECIFIC INFORMATION ON THE DRAWINGS DIFFERING FROM THESE NOTES SHALL APPLY. 5. THE CONTRACTOR SHALL VERIFY SITE CONDITIONS, AND THERE CORRELATION WITH THE DRAWINGS AND SHALL NOTIFY COUNTY OR DESIGNER 'OF ANY INCONSISTENCIES OR DISCREPANCIES PRIOR TO THE BEGINNING OF CONSTRUCTION. 6. IN THE EVENT CERTAIN FEATURES OF THE CONSTRUCTION ARE NOT FULLY SHOWN ON THE DRAWINGS ON THE DRAWINGS OR CALLED FOR IN SPECIFICATIONS THEN THEIR CONSTRUCTION SHALL BE THE SAME CHARACTER AS FOR SIMILAR CONDITIONS THAT ARE SHOWN OR CALLED FOR AND SHALL BE APPROVED BY THE DESIGNER. 7. THE DRAWINGS REPRESENT THE FINISHED STRUCTURE UNLESS OTHERWISE INDICATED THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE WORKMEN AND OTHER PERSONS DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO: BRACING, SHORING FOR CONSTRUCTION EQUIPMENT, SHORING FOR THE BUILDING, FORMS, AND SCAFFOLDING. 8. ALL SITE WORK AND GRADING SHALL BE DONE IN COMPLIANCE WITH THE DRAWINGS. WHERE SHOWN ON DRAWINGS, ELEVATIONS, LOCATIONS OF STEPS IN FOUNDATION, AND HEIGHTS OF FOUNDATION WALLS SHALL BE VERIFIED TO SUIT ACTUAL PROPOSED AND EXISTING CONDITIONS. 9. FINISH GRADE AND FINISH FLOOR ELEVATIONS TO BE PER SITE PLAN. 11. DIMENSIONS NOTED CLEAR OR CLR ARE MINIMUM REQUIRED DIMENSIONS AND MUST BE ACCURATELY MAINTAINED. 12. ALL DIMENSIONS ARE TO BE FACE OF STUD, FACE OF CONCRETE, OR FACE OF MASONRY, UNLESS OTHERWISE NOTED. 13. CONSTRUCTION SHALL IN NO CASE DEVIATE FROM THE DESIGN SHOWN WITHOUT EXPRESS WRITTEN PERMISSION OF THE DESIGNER AND OR LOCAL BUILDING OFFICIAL. NOTCHING / BORING IN WOOD MEMBERS 1. BORED HOLES IN BEARING WALL STUDS SHALL NOT EXCEED 407 OF THE STUD WIDTH HOLES IN NON BEARING WALL STUDS SHALL NOT EXCEED 607 OF THE STUD WIDTH. IN NO CASE SHALL THE EDGE OF A BORED HOLE BE NEARER THAN 5/8" TO THE EDGE OF A STUD HOLES SHALL NOT BE LOCATED IN ANY STUD AT A SECTION AT A SECTION WITH A CUT OR A NOTCH 2. NOTCHES ON THE ENDS OF JOISTS SHALL NOT EXCEED ONE FOURTH OF THE JOIST DEPTH HOLE DRILLED IN JOISTS SHALL NOT BE WITHIN ,2" OF THE TOP OR THE BOTTOM OF THE JOIST. AND THE DIAMETER OF ANY HOLE SHALL NOT EXCEED 1/3 THE DEPTH OF THE JOIST NOTCHES IN THE TOP OR BOTTOM OF THE JOIST SHALL NOT EXCEED 1/6 THE DEPTH AND SHALL NOT BE LOCATED IN THE MIDDLE THIRD OF THE JOIST SPAN 3. NOTCHING IN EXTERIOR WALLS AND BEARING PARTITIONS SHALL NOT EXCEED 257 OF THE STUD WIDTH. CUTTING OR NOTCHING OF STUDS IN NON BEARING PARTITIONS SHALL NOT EXCEED 407 OF THE STUD WIDTH. PLYWOOD NOTES 1. GENERAL PROVISIONS A: IDENTIFICATION REQUIREMENTS EACH PANEL SHALL BE IDENTIFIED WITH THE APPROPRIATE TRADEMARK OF THE AMERICAN PLYWOOD ASSOC., AND SHALL MEET THE REQUIREMENTS OF THE LATEST EDITION OF THE U.S. PRODUCT STANDARD PS -1 OR ONE OF APA'S PERFORMANCE STANDARDS. B: PANEL THICKNESS, GRADE AND GROUP NUMBER OR SPAN RATING SHALL BE AT LEAST EQUAL TO THAT SHOWN ON THE DRAWING. APPLICATIONS SHALL BE IN ACCORDANCE WITH RECOMMENDATIONS AO THE AMERICAN PLYWOOD ASSOC. C: NAILS AT PLYWOOD PANELS SHALL HAVE 3/8" EDGE DISTANCE AND NAIL HEADS SHALL NOT PENETRATE THE FACE OF THE PLYWOOD D: PLYWOOD PANELS SHALL BUTT AT CENTERLINE OF SINGLE SUPPORTING MEMBER WITH EDGE NAILING FROM EACH PANEL INTO THAT MEMBER. E: NO PIECE OF PLYWOOD, FLOOR, OR WALL SHEATHING SHALL BE LESS THAN 3/8" THICKNESS 2. ROOF SHEETING A. PANEL ROOF SHEETING SHALL HAVE 1/2" CDX OR 5/8" CDX APA SHEETING EXP (1) SEE PLANS. INSTALL WITH THE LONG DIMENSION OF THE PANEL ACROSS THE SUPPORTS EXCEPT WHERE NOTED AND WITH PANEL CONTINUOUS OVER TWO OR MORE SPANS ALLOW 1/8" SPACING AT PANEL ENDS AND 1/4" SPACING AT PANEL EDGES NAIL WITH 8d NAILS @ 6"/12" O.C. 3. SUB FLOORING A. PANEL SUB FLOORING SHALL BE 3/4" CDX APA RATED STURD-1 FLOOR EXP (1) UNLESS OTHERWISE NOTED ON THE PLANS. INSTALL WITH LONG DIMENSION OF THE PANEL ACROSS THE SUPPORTS, EXCEPT WHERE NOTED AND WITH PANEL_ CONTINUOUS OVER TWO OR MORE SPANS ALLOW 1/8" SPACING AT PANEL ENDS AND 1/8" SPACING AT PANEL EDGES GLUE AND NAIL ATOP FLOOR JOISTS WITH 10d RING SHANK NAILS @ 6,10 O.C. GLUE SHALL MEET APA SPECIFICATION, 4. SHEARWALLS A. PANEL WALL SHEETING SHALL BE 3/8" APA RATED SHEETING EXP (1) OR 5/8" T-111 PLYWOOD PANEL SIDING (SEE PLANS) NAIL PER PLANS BRICK VENEER 1. PROVIDE HORIZONTAL NO. 9 GA WIRE IN BED JOINTS AT 18" O.C. PROVIDE 22 GA. x 3/4" TIES AT 16" O.C. AT BED JOINTS CONTAINING NO. 9 GA. WIRE, ANCHOR TIES SHALL HOOK AROUND NO. 9 GA. WIRE NO. 9 GA. JOINT REINFORCEMENT SHALL BE CONTINUOUS WITH BUTT SPLICES BETWEEN TIES PERMITTED STAIR NOTES 1. ALL STAIRWAYS SHALL HAVE A MINIMUM FINISHED WIDTH OF 36" THE MAXIMUM RISE SHALL BE 7 3/4" AND MINIMUM TREAD RUN SHALL BE 11 " 2. HANDRAILS MAY PROJECT INTO THE REQUIRED STAIRWAY WIDTH A DISTANCE OF 3-1/2" ON EACH SIDE. STRINGERS AND OTHER PROJECTIONS SUCH AS TRIM AND SIMILAR DECORATIVE FINISH ITEMS MAY PROJECT INTO THE REQUIRED WIDTH 1-1/2" ON EACH SIDE. 3. LANDINGS SHALL HAVE A DIMENSION IN THE DIRECTION OF TRAVEL NO LESS THAN THE WIDTH THE STAIRWAY. 4. HANDRAILS SHALL BE PROVIDED AT ALL STAIRWAYS THEY SHALL BE PLACED NOT LESS THAN' 34" NOR MORE THAN 38" ABOVE THE NOSING OF THE TREADS RAILS SHALL BE CONTINUOUS THE FULL LENGTH OF THE STAIRS ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS THE HANDGRIP PORTION OF RAILS SHALL NOT BE LESS THAN 1-1/4" NOR MORE THAN 2" IN CROSS SECTION DIMENSION OR. USE A SHAPE THAT WILL PROVIDE AN EQUIVALENT GRIPPING SURFACE HANDRAILS PROJECTING FROM A WALL SHALL HAVE A SPACE OF NOT LESS THAN 1-1/2" BETWEEN THE WALL AND THE HANDRAIL 5. ALL STAIRWAYS SHALL HAVE A FINISHED HEAD CLEARANCE DIMENSION OF NOT LESS THAN 6'-8" MEASURED VERTICALLY FROM A TANGENT LINE AT THE TREAD NOSING - STATE RESPONSIBILITY AREA 1. DRIVEWAYS MAY ONLY SERVE SINGLE PARCELS 2. ALL DRIVEWAYS SHALL PROVIDE A MINIMUM 10' TRAFFIC LANE AND UNOBSTRUCTED VERTICAL CLEARANCE OF 15' LONG ITS ENTIRE LENGTH 3. DRIVEWAYS EXCEEDING 150' IN LENGTH (UP TO 800') SHALL PROVIDE A TURNOUT NEAR THE MIDPOINT OF THE DRIVEWAY. WHERE THE DRIVEWAY EXCEEDS 800' TURNOUT5 SHALL BE PROVIDED AT 400' INTERVALS 4. A TURNAROUND SHALL DE PROVIDED TO ALL BUILDING SITES ON DRIVEWAYS OVER 300' IIN LENGTH AND SHALL BE WITHIN 50' OF THE BUILDING 5. THE SURFACE SHALL PROVIDE UNODSTRUCTED ACCE55 TO CONVENTIONAL DRIVE VEHICLES, INCLUDING 5EDAN5 AND FIRE ENGINES. SURFACES SHOULD DE ESTABLISHED IN CONFORMANCE WITH LOCAL ORDINANCES, AND BE CAPABLE OF SUPPORTING A 40,000 POUND LOAD. 4" OF CLASS 2 AGGREGATE 13A5E SHALL BE REQUIRED FOR ALL DRIVEWAYS, TURNAROUNDS AND TURNOUTS. 6. DRIVEWAY GRADES SHALL NOT EXCEED 15% WITHOUT DEING PAVED. GRADES OVER 15% SHALL HAVE 4" OF CLASS 2 AGGREGATE DA5E AND 2" OF ASPHALT. NO DRIVEWAY SHALL EXCEED 20%. 7. NO DRIVEWAYS SHALL HAVE A HORIZONTAL RADIUS OF CURVATURE OF LESS THAN 50' AND ADDITIONAL SURFACE WIDTH OF 4' SHALL BE ADDED TO CURVES OF 50-100 FEET RADIUS: 2 FEET TO TH05E FROM 100-200 FEET. 8. THE LENGTH OF VERTICAL CURVES iN ROADWAYS, EXCLUSIVE OF GUTTERS, DITCHES, AND DRAINAGE STRUCURE5 DESIGNED TO HOLD OR DIVERT WATER, SHALL BE NOT LESS THAN 100'. 9. TURNAROUNDS ARE REQUIRED ON DRIVEWAYS AND DEAD-END ROADS AS SPECIFIED HERE. THE MINIMUM TURNING RADIUS FOR A TURNAROUND SHALL BE 40' FROM THE CENTER LINE OF THE ROAD. IF A HAMMERHEAD -T 15 USED, THE TOP OF THE "T" SHALL BE A MINIMUM OF 60' IN LENGTH. 10. TURNOUTS SHALL DE A MINIMUM OF 10' WIDE AND 30' LONG WITH A MINIMUM 25 FOOT TAPER ON EACH END. 11. ALL DRIVEWAY, ROAD, STREET, AND PRIVATE LAND ROADWAY STRUCTURES (BRIDGES, CULVERTS, AND OTHER APPURTENANT STRUCTURES WHICH SUPPLEMENT THE ROADWAY DED OR SHOULDERS) SHALL 13E CONSTRUCTED TO CARRY AT LEAST THE MAXIMUM LOAD AND PROVIDE THE MINIMUM VERTICAL CLEARANCE AS REQUIRED DY VEHICLE CODE SECTIONS 35550, 35750, AND 35250. ALL DRIDGES SHALL BE CERTIFIED DY A FIEG15TERD CIVIL ENGINEER. -APPROPRIATE SIGNING, INCLUDING 13UT NOT LIMITED TO WEIGHT OR VERTICAL CLEARANCE LIMITATION, ONE-WAY ROAD OR SINGLE LANE CONDITIONS, SHALL REFLECT THE CAPABILITY OF EACH BRIDGE. -A BRIDGE WITH ONLY ONE TRAFFIC LANE MAY DE AUTHORIZED DY THE LOCAL JURISDICTION: HOWEVER, IT SHALL PROVIDE FOR UNOD5TRUCTED ViSIDILITY FROM ONE END TO THE OTHER AND TURNOUTS AT DOTH ENDS. GATE STANDARDS 1. GATE ENTRANCES SHALL DE AT LEAST TWO FEET WIDER ON DOTH ENDS THEN THE WIDTH OF THE TRAFFIC LANE(5) SERVING THAT GATE. 2. ALL GATES PROVIDING ACCE55 FROMA A ROAD TO A DRIVEWAY SHALL DE LOCATED AT LEAST 30' FROM THE ROADWAY EDGE AND SHALL OPEN TO ALLOW A VEHICLE TO STOP WITHOUT 05STRUCTING TRAFFIC. 3. WHERE A ONE-WAY ROAD WITH A SINGLE TRAFFIC LANE PROVIDES ACCE55 TO A GATED ENTRANCE, A 40' TURNING RADIUS SHALL DE USED. SIGNAGE & BUILDING NUMBERING 1. TO FACILITATE LOCATING A FIRE AND TO AVOID DELAYS IN RESPONSE, ALL NEWLY CONSTRUCTED OR APPROVED ROADS, STREET, AND DUIDING5 SHALL BE DESIGNATED DY NAMES OR NUMDER5, POSTED ON SIGNS CLEARLY V15113LE AND LEGIDLE FROM THE ROADWAY, THIS SECTION SHALL NTO RESTRICT THE SIZE OF LETTERS OR NUMBERS APPEARING ON STREET SIGNS FOR OTHER PURPOSES. ADDRESSING 1. ALL BUILDINGS SHALL DE ISSUED AN ADDRESS BY THE LOCAL JURISDICTION WHICH CONFORMS TO THAT JURISDICTION'S OVERALL ADDES5 SYSTEM. ACCESSORY DUILDINGS WILL NOT DE REQUIRED TO HAVE A SEPARATE ADDRESS: HOWEVER, EACH DWELLING UNIT WITHIN A DUILDING SHALL DE SEPARATELY IDENTIFIED. 2. THE SIZE OF LETTERS, NUMDERS AND SYMD01_5 FOR ADDRESSES SHALL DE A MINIMUM OF 3" , 3/8" STROKE, REFLECTORIZED, CONTRASTING WITH THE DACKGROUND COLOR OF THE SIGN. 3. ALL DUILDINGS SHALL HAVE A PERMANENTLY POSED ADDRESS, WHICH SHALL DE PLACED AT EACH DRIVEWAY ENTRANCE AND VISIDLE FROM DOTH DIRECTIONS OF TRAVEL ALONG THE ROAD. IN ALL CASES, THE ADDRESS SHALL DE POSTED AT THE DEGINNING OF CONSTRUCTION AND SHALL DE MAINTAINED THEREAFTER, AND THE ADDRESS SHALL DE VISIBLE AND LEGIBLE FROM THE ROAD ON WHICH THE ADDRESS 15 LOCATED. 4. ADDRESS SIGNS ALONG ONE-WAY ROADS SHALL DE VISIBLE FROM DOTH THE INTENDED DIRECTION OF TRAVEL AND THE OPPOSITE DIRECTION. 5. WHERE MULTIPLE ADDRESSES ARE REQUIRED AT A SINGLE DRIVEWAY, THEY SHALL DE MOUNTED ON A SINGLE POST. 6. WHERE A ROADWAY PROVIES ACCESS 5OLEY TO A SINGLE COMMERCIAL OR INDUSTRIAL BUSINESS, THE ADDRESS SIGN SHALL DE PLACED AT THE NEAREST ROAD INTERSECTION PROVIDING ACCESS TO THAT SITE. WILDLAND URBAN INTERFACE GROUP U ACCESSORY STRUCTURE 1) UNIHADITA13LE GROUP U ACCESSORY 5RUCTURE5, IF LOCATED 50' OR GREATER THAN HABITABLE STRUCTURES MAY BE DESIGNED WITH EXEMPTIONS REQUIRED BY THE STATE FIRE MARSHALL. 2) GROUP U ACCESSORY STRUCTURES LE55 THAN 120 5QFT ARE EXEMP I_ IF MORE THAN 30' FROM ANY HADITADLE STRUCTURE RESIDENCES 1) ALL VENTS SHALL HAVE A MINIMUM NON-COM13U5TA13LE OPENING SIZi OF 1/16" AND MAXIMUM OPENING SIZE OF 1/5" NFVA 1/16" _ .5 NFVA 1/8" _ .8 2) PROVIDE ONE LAYER OF NO. 72 ASTM CAP SHEET UNDER FLASHING RUNNING THE FULL LENGTH OF VALLEYS 3) GLAZING IN GARAGE DOORS SHALL DE DUAL PANE TEMPERED _ _ ©i' �'✓�I'�l arlAl� `y�..lao D �'}2/k;"1 �ik:D 2G� 1 Z LII ► lam_ °7 b� ALTERNATE ATTACffilIENTS TO TABLE 8602.3(1) fall rAn r u» 71 FA R SCHEDULE BUILDING ELEMENT N0. APiD TYPE OF SPACING OF FASTEM FA917M ROOF L HIDOM Bt1YE91 JOISTS OR RAPM TO TOP PLATE, TOE NAIL 3-8d (212' X WEE) - 2 CEm Jo M TO RKIE, TOE NAL 3-t0 (2 V X OBI - law 175I5NOTATiAWTOP"aRiflBiLN500mlldC,,Faw 340D - ta"TOtRfFIDl,FAaNilOR I Y4 "JOCAff Rqf SiRCP 3400 (3' X 0128 ) S. RAFT6t OR R00F TRU55 TO RATE, TOE NAL 3-160 BOX NAILS 2 TOE NAILS ON ONE A0. X0135' SIDE Mm I TOE ML ON 0 OPPOSITE 5M OF EACH MATE-RiAlf" DESCRIPTION FASTENER MLS (3' X 0148') RAM OR TR 65 6. ROOF RWM TO W VA LLYOR HP RAFa- TOE NAI. FACE 5011° PLATE TO "ST OR BLOCAN6, AT WAOEO KALL PAR15 4-I6d 0 ICY X OJT') 3-Ibd(9 In' X ox) - WALL 6 1 RtT4P 5TW5'FAOF NAI. IOD 0 X 0128') 24' OL. 6. Aa"* STUDS AT ITi13t5ELT1N5 K4L CONZ, FACE NAIL IOD (312' X 0135') 14.OL. 4 BkTW 0n 2 PELE5 160 (3 UT X OB) 16' OC ALONG EA. 06E la CON11w fEw 2 PIKES 160 0 U2' X OBF) 16' OG AIAN6 EA EDGE I. comm HEADER TO 5160, TOE NAIL 4-8d 0-- TXOJ% - 12 WJU S1U05, FADE NAL IOd (3'X0128) 24' OC B oatu TOP PLATS, FADE NAL IOd 13910120 24'06 14. DaW TOP Pi MIR 24' OFF5ET OF EA END FACE NML LAP 0464 p fn' X IO ) - 5. SOLE PLATE TO JOIST OR 5=146, FACE NAL 16d 044 X 01351) 16.00 16.5OLE PLATE TO JOIST OR =M AT WAM KUS PM85 34W %7 X 0.95) I6' OC IT 51110 TO SOLE fl A11; TOE NAIL 3-8d X 00 OR 2-I15d C54a X 0135' _ 18. TOP OR 50LE PLATE TO STUD, Hm NAL 24d 0440 X 0135) - I9. TO PLATES, LAPS AT CO MP6 AT REI?5 i7M FACE MAL 2-IOd (TX OnM - 20. r sm BRACE TO EACH 5TUD Aim in FACE NAL 2-8d 2 X OJI3 2-6TAPLE5 M3/4' - 2L V* SHEATI TO EA IMARN5, PAGE ML 2-6d 2-n' X OH 2-STAF115 E3C4' - MATE-RiAlf" DESCRIPTION FASTENER SPACING` EDGE I rm=M WOOD &MUCRTBAL PAWS $UBFL00 ROOFS IIiITSRIOR BALL $H1t. LTHQY6 TO ]P MMd lip to ICI' Stple 15 ga 13/4' 4 6 OiM -0.099 rail 2-1/4' 3 6 91* Ib go. 1-3/4' 6 12 "2'ad5m' 013 rd 7 3 6 *0e5adI69a2' 4 8 0D91- OD99 rd 2-14' 4 8 =ad 3/4' Stade 14 go 7 3 b Sopb 15 go 13/4' 3 8 OM - 0.099 nail 2-W 4 8 5t" 16 go 7 4 1? 0C. r Staple 14 ga 24/4' 4 8 0.113 ndl 244' 4 6 54#415 ga 2-W 4 8 ODV - 0.099 mad 2 -ICY 4 8 MATERIAL DESCRIPTION FASTENER SPACING` EDGE FIELD FLOOR UNUERLAYII�f; PLYlY00DdIAZDBOARD-PAR1ZCfilBOARD PLYWOOD 14- AND 546' H/4'rM or ellen steak 12.12 (0099) shale do 3 6 sfle hhg9a IV, X16' aw 2 5 11132', 3/e', WT Atm I/2' am 12-4 I0099'shA daIla� 6 8 K9 3Z5V,23132 AND 314' HtY4a k sad 12-12 �a sue" DQQ) steak da 6 8 stc>pb Ib ga 14/2' 6 8 HARDBOARD O�0 47 brig mnvovad uderial rd 6 b 4d caw t -c a sitar rd 6 6 5tc>ple P ga IV lamp (Wilt cod) 3 6 PAIMCiEWARD 14' 4d rhg-gooved aderlapk hall 3 6 9,#6169a V8" beg 346' aae 3 6 343' 6d r"ooved aderlarerit rd 6 10 5We 16 ga H/8" long, 318' am 3 6 U ad 518' 6d "Imed aderbl�lat lad 6 10 *1* 16 ga. 1318" Ong, 318' eton 3 6 a. Nall b a general description and may be T -head, modified round head or round head. b. Staples shall have a minimum crown width of 7/16" on diam except as noted. C. Nails or staples shall be spaced at not more than 6' oc at all supports where spans are 48" or greater. Nails or staples shall be spaced at not more than 12" on center at Intermediate supports or flogs. d. Fasteners shall be placed In a grid patern throughout the body of the panel. C. For 5 -ply panels, intermediate nails shall be spaced not more than 12" o.c. each way f. Hardboard underlayment shall conform to CPA/AN51 A135.4 g. Specified alternate attachments for roof sheathing shall be permitted for windspeeds les than 100 mph. Fasteners attaching wood structural panel roof sheathing to gable end wall framing shall be linstaiied using the space listed for panel edges. MASONRY 1. MASONRY UNITS SHALL BE GRADE N, F'M=1500 PSI CONFORMING TO THE REQUIREMENTS OF ASTM -90 AND THE C.B.C. U.N.O. 2. MORTAR SHALL BE TYPE S AS DESIGNATED AND THE CALIF. BUILDING CODE 3. GROUT SHALL BE COARSE GROUT AS DESIGNATED BY THE C.B.C. AND SHALL DEVELOPE A MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI AT 28 DAYS 5. BLOCKS SHALL BE LAID IN RUNNING BOND UNLESS NOTED OTHERWISE. 6. SPECIAL INSPECTION PER UBC CHAPTER 17 SHALL NOT BE REQUIRED FOR THE WORK ON THIS PROJECT REINFORCING STEEL 1. REINFORCING STEEL TO CONFORM TO ASTM A615 AND BE INTERMEDIATE GRADE DEFORMED BARS- TYPE N GRADE 60 2. WELDED STEEL WIRE MESH SHALL BE 6"x6" W1.4xW 1.4 WWM AND SHALL CONFORM TO THE REQUIREMENTS OF ASTM A185 3. UNLESS NOTED REINFORCEMENT BARS TO BE .LAPPED MINIMUM 40 BAR DIAMETERS 4. BENDS IN REINFORCEMENT SHALL BE IN ACCORDANCE WITH ACI 318-89 5. ALL DIMENSIONS SHOWN FOR LOCATIONS OF REINFORCING STEEL ARE TO FACE OF BAR AND DENOTE CLEAR COVERAGE. UNLESS SPECIFICALLY NOTED OTHERWISE CONCRETE SHALL BE 3" WHERE CONCRETE IS PLACED DIRECTLY AGAINST EARTH AND 2" WHERE CONCRETE IS EXPOSED TO EARTH BUT IS AGAINST FORMS SLABS ON GRADE SHALL HAVE REINFORCING AT MID DEPTH U.O.N. 6. SPLICES IN CONTINUOUS REINFORCING SHALL HAVE A LAP OF 40 BAR DIAMETERS MINIMUM IN CONCRETE CONSTRUCTION EXCEPT WHERE SHOWN OTHERWISE, HORIZONTAL LAPS IN ADJACENT BARS SHALL BE STAGGERED 5'-0" MINIMUM. VERTICAL BARS SHALL BE ONE PIECE STAGGERED ROUGH CARPENTRY ' exterior glazing in accordance with 2013 CRC Section R327.8. One pane of window shall also be tempered. decking material in accordance with 2013 CRC Section R327.9. RECEIVED APR 2 8 2016 EU7 ; E COUNTY DDS .',�tlf.'Ul�,ir;, • pl-AnI��;NC PVOOM I rr'c4�eUL Rivi u rol 1. APPLIANCES LOCATED WITHIN CONFINED SPACES: THE CONFINED SPACE SHALL BE PROVIDED , WITH OPENINGS WITH A FREE AREA OF AT LEAST 1 SQUARE INCH PER FOOT 1000 BTU/H OF THE TOTAL INPUT RATING OF ALL THE APPLIANCES WITHIN THE ENCLOSURES, FREELY COMMUNICATING WITH AREAS WHICH HAVE ADEQUATE INFILTRATION FROM THE OUTSIDE APPROXIMATELY ONE HALF OF THE REQUIRED COMBUSTION AIR OPENING SHALL BE LOCATED WITHIN THE UPPER 12" OF THE ENCLOSURES. THE MINIMUM FREE AREA OF BOTH THE UPPER AND LOWER COMBUSTION AIR OPENINGS SHALL BE NOT LESS THAN 100 SQUARE INCHES EACH FIREPLACE WOODSTOVE NOTES 1. INSTALL FACTORY BUILT FIREPLACES AND OR WOODSTOVE IN STRICT ACCORDANCE WITH THE TERMS OF THEIR LISTINGS AND THE MANUFACTURES INSTRUCTIONS 2. FACTORY BUILT CHIMNEYS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE TERMS OF THEIR LISTING AND THE MANUFACTURER'S INSTRUCTIONS. 3. ALL CHIMNEYS SHALL HAVE APPROVED DAMPERS 4. ALL SOLID FUEL CHIMNEYS SHALL EXTEND 2'-0" MINIMUM ABOVE THE HIGHEST POINT ON THE ROOF WITHIN A 10 -FOOT RADIUS OF THE CHIMNEY ALL SOLID FUEL CHIMNEYS SHALL HAVE AN APPROVED SPARK ARRESTOR PERMIT #�& BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COrt/IPl...1A ��E DATE--!j�/(� �Y nQ ! 5�) Lc�i L9? LvJ d'iibr 01 2016 1r1U.0 VERITAS 22.I')V9EA1H*TOEAGHBEARIN6,PMEML 2-M U4a__X0_1V_ _ s 1. IN ADDITION TO FRAMING OPERATIONS NORMAL TO THE FABRICATION AND ERECTION L_LJ MTA9.5I-3/4' M W INDICATED ON THE DRAWINGS INSTALL WOOD BLOCKING AND BACKING REQUIRED FOR THE 0 23.YIMVANPff fEAT%TOEABEARING,FACE NAIL 3-8d 'X0113' 437APIZ513/4' _ ^. WORK OF OTHER TRADES Q FLOOR wx 2. INSTALL BLOCKING AS REQUIRED TO SUPPORT FINISH HARDWARE SUCH AS TOWEL BARS 24.J015TTOSILL ORGIRDERTOE NAL 3,8d(2-In'X016) _ W1 MEDICINE CABINETS LIGHTS ETC. INSTALL FIRE STOPPING TO CUT OFF ALL CONCEALED a , 4 DRAFT OPENINGS (BOTH VERTICAL AND HORIZONTAL) AND TO FORM AN EFFECTIVE BARRIER :6 RMW TOMPf1ATT:,WEWLMOITAPPLrATOAM) bd(2-"X016) 1? 0C. BETWEEN STORIES AND BETWEEN TOP STORY AND ROOF SPACE. IT SHALL BE USED 26. RM JOIST ORBLOCKIN6TO51LI.9,TOE NUL Sd(2-ItTX0JI3) 61a IN SPECIFIC LOCATIONS AS FOLLOWS. <2 IN INTERIOR OR EXTERIOR STUD WALLS AT CEILING AND FLOOR LEVELS 21.I')VS FLOOR OR LE% TOEA,OIST,FAIT WL 2 ��0 _ * IN ALL STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES SO PLACED THAT THE MAXIMUM DISTANCE OF ANY CONCEALED SPACE IS NOT OVER 10'-0" 28.Y5UBFMTOJOIST OR61FZMELIMXVFKEMIL 246d0-VXOB) - * AROUND TOP AND BOTTOM SIDES AND ENDS OF SLIDING DOOR POCKETS 29.2'PLAW51!PLWIBFMI-RM I: ROOF) 2-16404/7X0135) _ * IN SPACES BETWEEN CHIMNEYS AND WOOD FRAMING, LOOSE NON COMBUSTIBLE SUPPORTS OR A METAL COLLAR TIGHTLY FITTED TO THE CHIMNEY AND NAILED TO NAIL VA LAYER AS THE WOOD FRAMING SHALL BE USED 30.RLT4IP09R5IBEAK 2-11HURLAYERS Od0'XOJ289 0L0s 2A T*RD. * ANY OTHER LOCATIONS NOT SPECIFICALLY MENTIONED ABOVE SUCH AS HOLES FOR NAIL$AT&vs t AT PIPES SHAFTING BEHIND FURRING STRIPS AND SIMILAR PLACES WHICH COULD EA Eel -ICE AFFORD A PASSAGE FOR FLAMES 31.068p5TiW5tPPnRM JOISTS CRRAFM 3-#&!(3CX0J357 AT EA JOIST ORR*T R 3. STRUCTURAL FRAMING SHALL BE OF THE GRADES AND SPECIES INDICATED OR BETTER SPACING (WWPA GRADING RULES) SEE PLANS FOR MORE SPECIFIC INFORMATION: MATERIAL DESCRIPTION FASTENER EDGE' Ftp` A) 2x JOIST AMD RAFTERS DF NO 2 WOOD S18UCtURALrATfFJB $OMM ROOF IIIIn111BRIOR�iAIIL THINS TOFBAII@fs B POSTS IN WALL FRAMING MATCH WALL FRAMING 32 3I8'4n' 6d cam %dlwCMia1l b D i C 4X HEADERS DF NO 2 8dCoiwrod D "`6X HEADERS DF NO 2 33. Wr_r 6d Cam 90barad"d 6 i2' E STUDS AND SILL PLATES SEE PLANS 34.1-18'-I-14' IodCam %dlwadiad b 12 F BLOCKING AND FURRING HF STD AND BTR G) SILLS ON CONCRETE PTDF OT�� SEWATEOft H) MISC. FRAMING NOT NOTED DF NO 2 35. VY *Zhrd aeWXt fberboad I' I'O0N09 a* W am r ;w 3 6 bA 3b. M2'sGwWcelMo*"xrbaa'd 1-U4'9 rd, Va^0""rI'ap 3 6 4. WOOD SILLS FOR BEARING AND SHEATHED WALLS BEARING ON MASONRY OR CONCRETE Awle ft, 14N SHALL BE BOLTED WITH 5/8" DIA ANCHOR BOLT WITH 7" EMBED. BOLTS AT 6'-0" O.C. 31.Iil'sheatlrtg' Hn' rooFigmil 7 win Rile Hers 1 MAXIMUM SPACING AND WITHIN 12" OF EACH END OF EACH PIECE. EACH SILL SHALL 38. 5V9PV t3/4 gdvl a T T RECEIVE AT LEAST TWO BOLTS THIS INFORMATION WILL GOVERN UNLESS MORE STRINGENT 141fd, YlorS CRITERIA IS INDICATED ON PLANS. WOOD SIHUCTURAL PAl11119LB, COUBMAnON $UBFLOOR i NDSW AYIBNT TO FRAXWG 39 3t4•��, deiarrred x0120'Ing O 5. BOLT HOLES IN WOOD OR STEEL SHALL BE 1/16" LARGER THAN BOLTS or 8d comraal x OBI d -- 40, 1/8'- 1' a 6dcannion 2-1Yx01N' rxdl 8d detamed(2-In- x OJ20 read 4.or 12 6. ALL NUTS SHALL BE TIGHTENED WHEN PLACED AND RETIGHTENED PRIOR TO APPLICATION 41. I- V -H/4' IOdem" 'xo 48' � a OF FINISH OR AT COMPLETION OF JOB. a a. na s are s �ormon.all have or ory s an c except w re of erwse statedm sriminger and sheathing connections shall have minimum average bending yield strengths as shown 80 ski for shank diameter 7. 3x3xO.229" WASHERS SHALL BE PROVIDED UNDER THE HEADS AND NUTS OF ALL of 0.192 Inch (200 common nail). 90 ksl for shank diameters larger than 0.142' but not larger than 0.177" and 100 k5i BOLTS BEARING ON WOOD for shank diameters of 0.142" or less. b. Staples are 16 ga wire and have " aminim7/16• all Ila torts wrath. F Nails shall be spaced at not more than 6 6' oc at all supports where spans are 45' or greater. 8. FRAMING HARDWARE SHALL BE SIMPSON STRONG TIE OR APPROVED EQUAL WITH d. 4'x8'x9' panels shall be applied vertically CONNECTORS AS SPECIFIED IN CATALOG NO.C97 INSTALL CONNECTORS WITH NAILS AND. OR C. 5pacing of fasteners not Included In this table shall be based on Table 8602.3(2). BOLTS AS INDICATED IN THE CATALOG f. For regions having basic wind speed of 110 mph or greater, 8d deformed (2-1r2"x0.120") nails shall be used for attaching plywood and wood structural pnel roof sheathing to framing within minimum 48" distance from gable end walls, if mean roof height is more than 25' up to 35' maximum. 9. WALL TOP PLATES SHALL HAVE JOINTS AT A STUD CENTERLINE. END JOINTS IN DOUBLE g. For regions having bait wind speed of 110 mph or less, nails for attaching wood structural panel roof sheathing TOP PLATES SHALL BE OFFSET NO LESS THAN 48". to gable end wall framing shall be spaced 6' oc. When basic wind speed Is greater than 110mph , nails to be spaced 6` for minimum and gable and walls and to gable end wall framing. from ridges, oa5vform h. ea t ll -, h. Gypsum sheathing shall conform to ASTM C 1396 and shall be Installed in accordance with GA 253. Flberboard NAILS FOR STRUCTURAL CONNECTIONS SHALL BE GALVANIZED SINKERS U.O.N. sheathing shall conform to ASTM C 208. 1. Spacing of fasteners on floor sheathing Mallei edges applies to panel edges supported by framing members and required blocking and at all floor perimeters only. 5pacing of fasteners on roof sheathing panel edges applies to panel 11. NAIL HOLES SHALL HAVE A PILOT HOLE WHERE NECESSARY TO PREVENT SPLITTING OF edges supported by framing members and required blocking. Blocking of roof or floor sheathing panel edges WOOD perpendicular to the framing members need not be provided except as required by other provisions of this code. Floor perimeter shall be supported by framing members or solid blocking. J. Where a rafter is fastened to an adjacent parallel ceiling joist in accordance with this schedule, provide two 12. CRIPPLE WALLS . WHICH HAVE STUD LENGTHS OF LESS THAN 14" SHALL BE FRAMED WITH toe malls on one side of the rafter and too nails from the ceiling Joist to top plate In accordance with this schedule SOLID BLOCKING OR BRACED WITH 3/8" PLYWOOD SHEETING NAILED TO THE TOP PLATE The toe nail on the opposite side of the rafter shall not be required. STUDS AND SILL 13. ALL OPENINGS IN EXTERIOR WALLS AND INTERIOR BEARING PARTITIONS EXCEEDING 8'-0" SHALL HAVE DOUBLE TRIMMERS. - 14. INTERIOR NON BEARING WALLS ON SLABS SHALL BE ATTACHED WITH APPROVED POWDER all Energy requirements for the "Special Feature" (Radiant Barrier) and DRIVEN FASTENERS THROUGH THE SILL PLATE @ 32" O.C. HERS Verification (Duct Testing). California Energy Commission, Certificate of Compliance, form CF- 15. MINIMUM CLEARANCE BETWEEN BOTTOM OF FLOOR JOISTS AND EARTH SHALL BE 18" 1R. MIN. CLEARANCES BETWEEN BOTTOM OF GIRDERS .AND EARTH IS MIN OF 12" -- __ required "Radiant Barrier" is also to be installed on all vertical 16. ALL FOUNDATION PLATES SILLS AND SLEEPERS ON CONCRETE OR MASONRY WHICH IS surfaces and gable end walls in the attic. California Energy Commission Certificate of Compliance, form A DIRECT CONTACT WITH EARTH AND SILLS THAT REST DIRECTLY ON CONCRETE AND MASONRY FOUNDATIONS SHALL BE TREATED WOOD OF FOUNDATION GRADE REDWOOD MARKED CF -1R. OR BRANDED BY THE PROPER AGENCY. NOTE THAT THE USE OF FG REDWOOD MAY BE PROHIBITED IN CERTAIN ENGINEERED CONSTRUCTION. 17. FOR RAISED WOOD FLOORS PROVIDE AT LEAST ONE FOUNDATION ACCESS AT LEAST 20' OF PLUMBING CLEANOUT. ACCESS OPENING SHALL NOT BE LESS THAN 24"x18" IN SIZE non-combustible or ignition resistant exterior wall coverings in accordance with 2013 CRC Section R327.7. ' exterior glazing in accordance with 2013 CRC Section R327.8. One pane of window shall also be tempered. decking material in accordance with 2013 CRC Section R327.9. RECEIVED APR 2 8 2016 EU7 ; E COUNTY DDS .',�tlf.'Ul�,ir;, • pl-AnI��;NC PVOOM I rr'c4�eUL Rivi u rol 1. APPLIANCES LOCATED WITHIN CONFINED SPACES: THE CONFINED SPACE SHALL BE PROVIDED , WITH OPENINGS WITH A FREE AREA OF AT LEAST 1 SQUARE INCH PER FOOT 1000 BTU/H OF THE TOTAL INPUT RATING OF ALL THE APPLIANCES WITHIN THE ENCLOSURES, FREELY COMMUNICATING WITH AREAS WHICH HAVE ADEQUATE INFILTRATION FROM THE OUTSIDE APPROXIMATELY ONE HALF OF THE REQUIRED COMBUSTION AIR OPENING SHALL BE LOCATED WITHIN THE UPPER 12" OF THE ENCLOSURES. THE MINIMUM FREE AREA OF BOTH THE UPPER AND LOWER COMBUSTION AIR OPENINGS SHALL BE NOT LESS THAN 100 SQUARE INCHES EACH FIREPLACE WOODSTOVE NOTES 1. INSTALL FACTORY BUILT FIREPLACES AND OR WOODSTOVE IN STRICT ACCORDANCE WITH THE TERMS OF THEIR LISTINGS AND THE MANUFACTURES INSTRUCTIONS 2. FACTORY BUILT CHIMNEYS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE TERMS OF THEIR LISTING AND THE MANUFACTURER'S INSTRUCTIONS. 3. ALL CHIMNEYS SHALL HAVE APPROVED DAMPERS 4. ALL SOLID FUEL CHIMNEYS SHALL EXTEND 2'-0" MINIMUM ABOVE THE HIGHEST POINT ON THE ROOF WITHIN A 10 -FOOT RADIUS OF THE CHIMNEY ALL SOLID FUEL CHIMNEYS SHALL HAVE AN APPROVED SPARK ARRESTOR PERMIT #�& BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COrt/IPl...1A ��E DATE--!j�/(� �Y nQ ! 5�) Lc�i L9? LvJ d'iibr 01 2016 1r1U.0 VERITAS DRAWN B" I I � I s L_LJ U Z M W r 0 W 7 ^. I Q �� wx t ,IJ W1 i DRAWN B" I I � I LL. L_LJ U Z a `� W r 0 W , I Q t ,IJ W1 i a , 4 DRAWN B" DATE i INDEX I I ,IJ W1 <2 SHEET INTERMEDIATE RAILS OR AN SHEATHING ORNAMENTAL PATTERN PANEL NAILING ON OPEN STAIR RAILINGS SHALL ANCHOR BOLTS PREVENT PASSAGE OF A 4" THE TRIANGULAR OPENINGS FORMED DIAMETER SPHERE. BY THE RISER, TREAD, & BOTTOM ELEMENT OF A GUARDRAIL AT THE 2x SILL PL, STUDS, 4 OPEN SIDE OF A STAIRWAY MAY 16d COMMCN NAILS BE OF SUCH SIZE THAT A SPHERE O3/8" 6 6" IN DIAMETER CANNOT PASS 260 THROUGH BLK'G AT ADJOINNG EMBED AT 48" O.C. X AT 31" O.G. N M RAIL STAIR RAIL DETAIL 3 2x12 STRINGERS 10" MIN. r�l`PLANG ) 16d TO EA STUD MAX BLOCK SIDIN PER 2x STUDS SIDE VIEW STAIR DETAIL FLOOD PLAN GENERAL NOTES 1. PROVIDE 50 CFM FAN VENTED TO OUTSIDE FOR ALL RE5TROOM5 REGARDLESS IF A WINDOW 15 AVAILABLE. SEE SHEET AN FOR ADDITIONAL INFORMATION. 2. SLEEPING ROOM SHALL HAVE A WINDOW OR EXTERIOR DOOR FOR EMERGENCY ESCAPE. WINDOW OPENING HEIGHT SHALL NOT EXCEED 44" ABOVE FLOOR LEVEL. THE WINDOW SHALL HAVE A MINIMUM NET OPENADLE AREA OF 5.7 SOFT WITH A MINIMUM NET OPENADLE WIDTH OF 20" AND A MINIMUM NET OPENADLE HEIGHT OF 24". 3. ALL GLAZING SHALL DE TEMPERED WHEN LOCATED WITHIN 24" OF A DOOR OR WITHIN 60" OF THE STANDING SURFACE OR DRAIN IN A TUB OF SHOWER ENCLOSURE. GLAZING SHALL AL50 DE TEMPERED FOR ANY WIDOW LARGER THAN 9 5QFT. THE EXTERIOR PANE OF ALL WINDOWS LOCATED IN A WILDLAND FIRE HAZARD AREA SHALL DE TEMPERED. 4. PROVIDE A 36"x36" LANDING OR STOOP ON EACH SIDE OF AN EXTERIOR DOORWAY. LANDING5 MUST BE WITHIN 7-3/4" OF THE OFP051NG FLOOR SURFACE 5. WINDOWS WIDTHS ARE PER CALLOUT +2" 6. ALL SANITARY WASTE PIPING SHALL SLOPE AT I" PER FOOT MINIMUM 7. A PAN SHALL DE PROVIDED FOR OVERFLOW OF CONDENSATION FROM COOLING COILS TO DRAIN INTO LAVATORY TAILPIECE OR TRAP ON FLOOR DRAIN. 8. ALL PLUMDING VENTS SHALL DE 10' AWAY FROM ALL HVAC OUT51DE AIR INTAKES UNLESS THE VENT. OUTLET IS 3' ABOVE THE OUTSIDE AIR INTAKE 9. A FIXTURE THAT WEIGHS MORE THAN -6 LBS OR EXCEEDS 16" IN ANY DIMENSION SHALL NOT BE SUPPORTED DY THE SCREW SHELL OF A LAMP HOLDER. OUTLET BOXES SHALL NOT DE USED AS THE SOLE SUPPORT FOR CEILING FAN5. 10. WATER HEAT T&P RELIEF DRAIN TO TERMINATE 6-24" ABOVE FINISHED GRADE. INSTALL W/H MIN 15" AFF AND INSTALL SEISMIC STRAFING PER MANUFACTURER. VENT TO OUTSIDE. PROVIDE 3" FLEX VENT FOR COMBUSTION AIR. 11. INSTALL EPA APPROVED ZERO CLEARANCE FIRE PLACE. INSTALL PER MANUF INSTRUCTIONS. INSTALL DURING CONSTRUCTION FOR INSPECTION BY BUILDING INSPECTOR. �65441 Fi LL- At-4-Fia9 {! ? D 41 L -S ,-c'?" 2ahfil►���� MI�i, FIRS, Pe��' Ei oIZ lays.la kLL. >: ' L 2lti4 I�IGDJpIr�(� -4 4, ���fh1.V I,EAv�i CI) f?�,IJ G 1'i ll� � TE�►`fi�' ��.�b a� 2O!^1 i r� f��*,'(I �I C� SHEARWALL SCHEDULE TYPE SHEATHING CAPACITY (PLF) PANEL NAILING MIN. FRAMING SIZE ANCHOR BOLTS 30LE PLATE NAILING LTP4 OR A34 CLIP; OSB 8d COMMON NAILS 2x SILL PL, STUDS, 4 5/8" DIA. x l" 16d COMMCN NAILS O3/8" 6 OR 260 AT (o" O.C. EDGES 4 BLK'G AT ADJOINNG EMBED AT 48" O.C. AT (0" O.C. AT 31" O.G. 5/8" TI -Ii 12" O.C. FIELD PANEL EDGES 05B Bol COMMON NAILS 2x SILL PL, STUDS,! 5/8" DIA x 1" ibd C01010N NAILS �} OR 350 AT 4" O.C. EDGES I BLK'G AT ADJOINING EMBED AT 32" O.C. AT 4" O.C. AT Ib" D.C. 5/8" TI -11 12" O.C. FIELD PANEL EDGES OSS 13d COMMON NAILS 2x SILL PL, 3x STUDS, 5/8" DIA x 7 Ibd COMMON NAILS O3/8" OR 490 AT 3" O.C. EDGES 4 4 BLK'G Is ADJOINING EMBED AT 12" D.C. AT 31/2" O.C. AT 12" O.C. i 5/8" TI -II 12" O.C. FIELD PANEL EDGES 8d COMMON NAILS 3x SILL PL, 3x STUDS, 5/8" DIA. x T' ibd COMMON NAILS O 30R D -X 640 AT 2" D.G. EDGES 4 4 BLK'G 19 ADJOINING EMBED AT 24" D.C. AT 2 1/1" O.C. AT 8" O.C. 12" O.C. FIELD PANEL EDGES i�1 055 1 40 10d COMMON NAILS AT 2" O.C. EDGES 4 3x SILL PL, 3x STUDS, 4 BLK'G . ADJONING 5/8" DIA. x T' EMBED AT Ib" O.G. ibd COMMON NAILS AT 1" O.C. AT b"O.C. 2-SIDE6 12" O.C. FIELD PANEL EDGES I NOTES: 1) EMBEDMENT IS MEASURED FROM THE TOP OF THE FIRST CONCRETE POUR i 2) WHEN EDGE NAILING 15 3" O.C. OR LESS, IT SHALL BE STAGGERED. 3) FOR WALLS WITH SHEATHING ON EACH SIDE OF WALL HAVE PANEL JONTS OFFSET TO HAVE EDGE NAILING FALL ON DIFFERENT FRAMING MEMBERS. NAILS ON EACH SIDE SHALL BE STAGGERED WITH A MINIMUM 3x SILL PLATE. 4) SOLE PLATE NAILING OCCURS FROM THE SOLE PLATE TO THE BLK'G BELOW, AS IN A 2ND STORY CONDITION. 5) WHERE SOLE PLATE NAILING 15 3" D.C., OR LESS. 3" NOMINAL BLK'G SHALL BE USED BELOW. (b) SHEARWALL LENGTHS SHOWN ON THE PLANS ARE MINIMUMS AS REQUIRED BY CALCULATION, AND MAY BE INCREASED FOR CONSTRUCTION CONVENIENCE. REFER TO ARCH'L DRAWINGS FOR ACTUAL WALL LENGTHS. c 1) WHERE SHEARWALL IS SHOWN ON BOTH 51DES OF THE WALL, PROVIDE TWICE AS MANY ANCHOR BOLTS AS INDICATED N THE SCHEDULE. 8) IN PLACE OF SHEATHING SHOWN IN SCHEDULE, ALTERNATE SHEATHING (OSB) MAY BE USED PROVIDED THAT THE TH!CKNESS IS EQUIVALENT. IF THICKNESS IS NOT EQUIVALENT, SPECIFICATIONS TO BE PROVIDED TO THE ENGINEER FOR REVIEW AND APPROVAL. (MIN. SHEET DIMENSION • 2'-0"). 9) MINIMUM HOOK LENGTH FOR ANCHOR BOLTS SHALL BE 2". 10) ANCHOR BOLTS SHALL BE EMBEDDED 1" MINIMUM INTO THE FIRST POUR TYPICAL, UNLE55 NOTED OTHERWISE. 11) ALL ANCHOR BOLTS REQUIRE 3"x3"x0.229" PL WASHER (OR SIMPSON BP), MINIMUM, TYPICAL. 11) ALL NAILS SHALL BE COMMON NAIL. "SHORT" NAILS SHALL BE THE SAME DIAMETER AS COMMON NAILS BUT A LENGTH EQUAL TO i 5/5" PLUS THE THICIQ4ESS OF THE SHEATHING. REFER TO WOOD FRAMING NOTES CN SHEET SDOD FOR NAIL SPEGIFIGATIGN5. I 1-1/4" MIN 2" MAX IS" MIN. I -I/2" MIN_ * 3" MAX I/8" MIN! RADIUS (TYPJ t/4„ MIN -I/" 1-1/2" MAX 1-11'1" MIN TO SUIT DESIGN PERMIT # BUTTE COUNTY ©EVELOPMEN�� J � REVIEWE E pAT�. BUTTE COUNTY MAY 2 4 2016 DEVELOPMENT SERVICES ,oet`0,59 I DECKING The walking surface (ONLY) of decks, balconies, porches and stairs within 10' of a building that is required to be WUI compliant shall be of the following materials: Noncombustible, ignition resistant (see above), exterior fire retardant treated wood OR, 1. Solid wood decking ( redwood or cedar 5/4" thick nominal 6" wide) over 2x6 min DF joists 24" or less on center OR, 2. Any other decking materials listed on OSFM website.(http://www.osfm.fire.ca.gov/strucfireengineer/pdf/bml/wuiproducts.pdf) Dex-O-Tex water proof membrane for impermeable decks is class A rated and an approved covering. The following are examples of compliant "TREX" decking. "Trex Accents: Fire Defense" wood and polyethylene composite deck board, nominal 5/4" thick x 5-1/2" width "Trex Escapes" cellular PVC composite deck board, nominal 1" thick x 5-1/2" width. Guards and deck structural members need not be WUI compliant. �ry 11� 7P 0�lL dr/v r d7 C yea C- U y1 Ftp L ( o ri FOUNDATION ACCESS THRU-FLOOR ACCES5E5 SHALL 13E A MIN 18"x24". OPENINGS THROUGH PERIMETER WALL SHALL NOT 13E LESS THAN 16"x24" AND SHALL NOT DE LOCATED UNDERNEATH A DOOR GENERAL NOTES 1) VERIFY LOCATION OF PLUMBING FIXTURES FOR AREAS REQUIRED TO DE HEADED OUT TO ACCOMODATE PLUM51NG LINE. 2) PROVIDE SOLID BLOCKING IN FLOOR CAVITY BENEATH ALL STUDS OR POSTS SUPPORTING HEADERS, 5EAM5 OR GRIPERS TRUSSES, AND ALIGN 5TUD5/PO5TS BELOW. 3) FOR NON-SHEARWALL5, PROVIDE 1/2" MIN ABs 5PACED AT 6' OC. USE 3" SQ x 0.229" PLATE WASHERS. 4) FLOOR SHEATHING: 3/4" T&G PLYWOOD (STAGGER JOINTS AND RUN LONG DIMENSION PERPENDICULAR TO JOISTS) FASTEN W/ 8d RING SHANK NAILS (OR 0.131" DIAMETER x 2 1/2" LONG SCREW NIAL5) Ca 6" O.C. E.N. & 8" O.C. F.N. U.O.N. PROVIDE BLOCKING AT ALL SHEATHING EDGES, GLUE THE TOP OF ALL JOISTS AND 6LOCKING, BEFORE INSTALLING PLYWOOD, WITH ADHESIVE CONFORMING TO PERFORMANCE SPECIFICATIONS AFG-01 DEVELOPED BY APA OR A5TM D3498. 5) FLOOR SHEATHING SHALL 13E LAYED OUT BEGINNING WITH THE EDGE OF ONE SIDE OF THE STRUCTURE. THE FASTENING SHALL BEGIN WITH ONE SIDE OF THE SHEET EDGE AND PROCEED ALONG THE JOIST5, ENDING WITH THE OUTER EDGE OF THE SHEET, SO THAT ALL THE EXPANSION OF THE SHEATHING OCCURS IN ONE DIRECTION. Lf-&f5oP 0)5- P131, 2x MIO, O15H5A; WA--- 10 c.RA, /, SIAA4r, r' -r 646011L,6- eO 6,Nr4r O2� GZ x i Der I �l-fv K�ri v r, ::5�1I I. Vy J%, &110 E, O31�� x 11 p�t� +Nro �l�i1v� 50►� ��s= 2- ��{� rr, �, U�nE t'>,aa V50 TI LATIv 1/Isd s Fr 2�,�Z/tin = l`� }4 5� - Z-��� s� ,►�N lvx 1505 1 l'f s r rev Fl -Aa l" D P im vrJ54 BUTTE `�nUNTY Y 2 4 2016 f- /FLOPA4ENT ''- VICES Jocation of the underfloor access opening. 2013 CRC Section R408.4. under floor ventilation calculations on the plans at 1/150. (2013 CRC Section R408.1) k—c-11 , Iv" to ventilation product has a listed net free ventilating area "NFVA". Please refer to this NFVA when calculating the under floor ventilation.) Vents shall be located within 3 -feet of each corner of the building, (Foundation vent for Wildfire Exposure shall be fully covered with metal wire mesh or noncombustible materials with minimum of 1/16" and shall not exceed 1/8" openings in compliance with 2013 CRC Section R327.6.2.) PERMIT#�� 1 BUTTE COUNTY DEVELOPMENT SERVICFS REV1r J D FOR COD 0. mp Lr PATE-oy- {p ""f S�Z�l 1620 a c PERMIT# BUTTE F GOUNTY DEVELOPMENT SERVICES REVIEWE ORaye D c ODF. 4OMPLIANICE PATr----5- 2x6 STUDS Cw 16" O,C._�`R--19 < SIDING PER ELEVATIONS BATT INSUL. 1/2" GYP BD SIDING PER ELEVATIONS � 3/4„ T&G PLYWOOD SEAL EXTERIOR PANEL MAN..I'JOIST ® 16” O.C. 2x6 STUDS © 16" O.C. R-19 JOINTS VERT. HORIZ. I., OR 24" O,C, INSULATION 2x6 MUD'-�n.L W/ 5/8" BATT INSUL. 1/2 GYP BD OTHER PER PLANS, AB W/ X333/16" 2x6 SOLE PLATEWASHER@ 6' O.C. OSB OR EQUAL RIM EMBEDDED MIN 7" JOIST SEAL MUDSILL @ E•N. #4 REBAR CONT. 3" FROM SEAL FOUNDATION Q MUDSILL FOUNDATION A35's C� 48" O.C: TOP AND BOTTOM � 4" CONC. SLAB 6x6 10/10 C 1 STO�Y --- E.N. W.W.M. 4" GRAVEL FILL 8" 2 STORY —«- -••-- /�\ a° #4 REBAR CONT. 3" FROM 00 � 0Gooa o u �� a Qc o0 00 °o \/ ,�� TOP AND BOTTOM 00 1 STORY 12" :N 2 STORY 1 STORY 1 EXTERIOR FOOTING/FOOD FLOOR 2 EXTERIOR FOOTING SLAB FLOOR SEE DETAIL 1 FOR ADDITIONAL -o NOTES M 4" MIN. WOOD 2X4 SIDING PER ELEVATIONS GYPSUM WALLBOARD MAN.- 1 JOIST ® 16" O.C. ° OR 24" O,C, INSULATION - PER PLANS 1/4" X5" LAG SCREW 1 1/4" EZ RIM -2' MIN. FLEXIBLE WATER CONN. 2x6 MUDSILL W/ 1/2" AB W/ jx'2x3/16" 0 EARTHQUAKE STRAPPING WASHER@ 6' O.C. �"� M ENCIRCLING TANK FROM EMBEDDED MIN 7" A35's @ 48" O.C. PLAN BOTH SIDES: WATER HEATER 6" 1 STORY -- �- *- o -HOLD TIGHT GYPSUM WALLBOARD 8" 2 STORY —°+n- ° TO GYP: BD• WOOD 2X4 LEDGER °1A.LAG SCREW U `}o` �\��\ a° \/ #4 REBAR CONT. 3' FROM a <° WASHER • N N 0 / TOP AND BOTTOM ^ STRAPPING MUST BE IN THE EARTHQUAKE STRAPPING N><�' UPPER ONE—THIRD AND LOWER ONE—THIRD — OF IT VERTICAL DIMENSIONS 12" TO RESIST HORIZONTAL DISPLACEMENT 1 STORY 16" NOTE: WATER HEATER(S) ANCHORAGE/ STRAPPING 2 STORY ._C i EXTERIOR "T" FOOTING WATER HEATER DETAIL 4" CONC. SLAB W/ 6x6 10/10 W_W.M. TAMPED FILL 26GA. FLASHING cc CL CD 13 SEE FOUNDATION PLAN FOR @ POST FT'G.(PAD) (DETAIL TO SCALE 1/4"=l )) PORCH/ PATIO EDGE FOOTING ./- NAIL GUSSET PLATE EA. SIDE II c SP1.ICF W/ 8d PROVIDE 1 GIRDER SPLICE E CO 2x RAFTERS Cel 16" OR 24" 5 CALIFORNIA FILL FRAMING Yg' &A"/. MC -M 2x4 EAVE BLOCK,-- ' PLATE ��N IS Lo5 � 1� rod., d60I (,( 1 ,7y.q, u 1/2" CDX PLY, 0 H-1 ANCHOR MAN. "I" JOISTS BLOCKS OVER MAN. "I" JOISTS INTERIOR SUPPORTS 1 E.N. 13C4 OR EQUAL 4x D.F. #2 GIRDER z 4x4 POST (4X6 AT GIRDER SPLICE) M. 10 1 /2""x 10 1/2'A" DEEP CONC. PIER. UNDISTURBED SOIL �— PLAN INTERIOR PIER w , AS- •- Ote L.tP4P 2q"v4 MAN. "I" JOISTS BLOCKS OVER SIDING PER ELEVATIONS /-INTERIOR SUPPORTS 2X LEDGER - 2x6 P.T: MUDSILL""""' UDSILL MAN. "I" JOISTS ® 16" O.C. ° OR 24" O.C. SEE PLAN FOR #4 REBAR CONT. 3" FROM a INSULATION TOP AND BOTTOM SIDING OR 5/8" TYPE 2x STUDS @ 16" O.C. „X,. GYP. BD. IF GARAGE N MAN. "I" JOISTS RIM JOTS I 2x6 P.T. MUDSILL--\ 4" CONC. SLAB 6x6 10/10 W.W,M. 4" GRAVEL FILL (IF GARGE) M---.- CONC. OR CONC x-0� o� c �°oDo Oo 0 o0oa � ; BLOCK 00 ' a 3" -- 3" 1 STORY C 0 I - 4 2 STORY 4" " +- N SLAB WITH WOOD FLOOR PLYWOOD PER PLAN SIDING PER ELEVATIONS MANFGD. I JOIST 3/gaoh13 SN�A� PER S4��a, E.N. L 11 APPLY FLASHING BETWEEN SHEAR. -PLY & LAP . SIDING AND BEND OVER LEDGER ,—DECKING PER PLANS \_ 2x DECK JOIST 1/2" x4" LAG SCREWS @ 24" O.C. SCREWED INTO TOP AND BOTTOM OF RF4JOIST 2x6 P.T. MUDSILL 2x6 STUDS @ 16" O.C. #4 TIES oG` 24" -BLOCK SOLID IF 14" O.C. SEE NOTES OR LESS BRACE AS FIRST STORY IF OVER 4' UNDISTURBED SOIL /6/i ADV I� RAIL POST 2.x, RIM JOIST GIRDER HUNG FROM POSTS W/ HUC HANGERS PIER W/ PAD SEE PLAN z����\� 1 INTERIOR STEMWALL/ 'FOOD FLOOR 16 EXTERIOR WALL W/ DECD 171 DECD FRAMING 2x6 CAP 2x2 0 5-1/2" W/ MIN .3 O.C. MAX GIRDER OR HEADER 16D H:D. GALV. STANDARD TRUSS SCISSOR TRUSS—.. POST 9 °� T�cB 4x4 POST DECK RAIL W/, HORIZ. RAILS 2x BLOCK Mr MBER RAIL ' Y 2x6 TOP & INSULATION PER PIANS MEz BOTTOM RAILS W/ MIN 3 INSULATION PER PLANS DECKING PER 16D H.D. GALV. PLANS_ .PC ATTACHED TO GIRDER OR BEAM v POST PB ATTACHED TO POST ANCHORED IN CONC. CONC. PAD Zi ©f H-1 ANCHOR w F ` 1 IMPSON HI TIE AT EACH -- -� JOIST A' 2x6 FASCIA 51/L N x; ,, a v mF V H ER PER SIDING - SEE PLA UTTER PROVIDE ONLY 7D �t I NOCI WHrRE NO SNOW LOAD EAVE DETAIL 271 N. 1/2" CCX PLY. @ EAVES GARAGE DOOR HEADER I i I I I i 1 I L J L. J IF TOP OF DECK IS GREATER \_PB ANCHORED IN CONC. THAN 30" ABOVE GRADE RAILS ATTACHED TO POST ARE REQUIRED 22 DECK RAILS 2-3 1/2" CDX PLY 1/2" CCX PLY sr� EAVES 2x2 BETWEEN OUTRIGGERS GABLE END TRUSS - 2x4 OUTRIGGERS C 2'-0" 0. C. MAX NOTCH INTO TRUSS AND BUTT INTO FIRST STANDARD TRUSS A'I GE TIES/ OUTRIGGERS 5/8 GYP. BD --' 2x NAILER BACKING FIAT CEILING 12 DECKING MAT. INSULATION PER PLAN 2x GYP BD BACKING MAN. TRUSS W/ 16" O.C. FILL DOUBLE TOP PLATE VAULTED COUING - 1/2" GYP. BD FLAT CEILING VAULTED CEILING r -2x2 BETWEEN OUTRIGGERS GABLE EI A35 @ 4: 2091— TYPICAL GABLE END TRIM "SHEAR PLY/W Q 6/12 FRAMING GA. FLASHING 1 lir," TAMPED FILL 4' E 2 ONE STORY ) 4" 8" 4" TWO STORY I fi PORCH/ RAISED FLOOR I 1. FLOOR JOISTS PER FOUNDATION PLAN 2. GIRDER PER FOUNDATION PLAN 3, 4X4 POST U.N.O. USE 4X6 AT GIRDER SPLICES 4. 1/2" PLY GUSSET EACH 11 SIDE OF GIRDER AT POST I 5. 2x4 BRACING EACH SIDE f OF POST WHERE GIRDER HEIGHT EXCEEDS 3'-0" I 6. PIER BLOC< MIN 1" INTO CONCRETE PAD I 16d's I S. 5/8" DIAM THRU-BOLT S. FOUNDATION PER PLAN l I. Ic n x 1 I MAN. TRUSSES - xi 9 � �t9 ,. � E • 2.x `$LOCKING BETWEEN TRUSSES --7 FOR UPPER CABINETS -- STC. CLI (- LOWER BOTTOM \CHORD & .i°,ITERIOR NON ` BEARING vNALLS INTERSECTIONS \_ ,,,_,5/8„ E GYP D r 7/ — 4 (i_j 7 TALL PIER /2" GYP BD UP'PER CABINET LOC, I S G/CLIPS Qa LERC (4)-16D C-CINIIvION NAILS 8D COMMON NAILS AT 4" GC -ROOF SHEATHING ' 4 2X4 LCCK~ �(2)-16D COMMON I ! �4_ NAILS EACH 1_ -NG k ;_ 1TO1.5 2X6 DIAGONAL €- DRACE AT S' -O" GSC PERMIT #� !/ B TTE COUNTY DEVELOPMENT SERVICES z EVIEWER FOR '—A:55 FF;AMING ANGLE DECOMP C® V tis Id--' \.-CONTlNUCX_2X6 DRYWALL_ `DATE_-.,-- %�P _�''---- 5ACK:ING W'111'la (2) ROWS 166 CONI. ION Ni11.5 AT G" OC R -{ GABLE EN EiFACE � , �— GIRDER HUC HANGER a INSULATION PER PLAN 2x GYP BD BACKING MAN. TRUSS W/ 16" O.C. FILL DOUBLE TOP PLATE VAULTED COUING - 1/2" GYP. BD FLAT CEILING VAULTED CEILING r -2x2 BETWEEN OUTRIGGERS GABLE EI A35 @ 4: 2091— TYPICAL GABLE END TRIM "SHEAR PLY/W Q 6/12 FRAMING GA. FLASHING 1 lir," TAMPED FILL 4' E 2 ONE STORY ) 4" 8" 4" TWO STORY I fi PORCH/ RAISED FLOOR I 1. FLOOR JOISTS PER FOUNDATION PLAN 2. GIRDER PER FOUNDATION PLAN 3, 4X4 POST U.N.O. USE 4X6 AT GIRDER SPLICES 4. 1/2" PLY GUSSET EACH 11 SIDE OF GIRDER AT POST I 5. 2x4 BRACING EACH SIDE f OF POST WHERE GIRDER HEIGHT EXCEEDS 3'-0" I 6. PIER BLOC< MIN 1" INTO CONCRETE PAD I 16d's I S. 5/8" DIAM THRU-BOLT S. FOUNDATION PER PLAN l I. Ic n x 1 I MAN. TRUSSES - xi 9 � �t9 ,. � E • 2.x `$LOCKING BETWEEN TRUSSES --7 FOR UPPER CABINETS -- STC. CLI (- LOWER BOTTOM \CHORD & .i°,ITERIOR NON ` BEARING vNALLS INTERSECTIONS \_ ,,,_,5/8„ E GYP D r 7/ — 4 (i_j 7 TALL PIER /2" GYP BD UP'PER CABINET LOC, I S G/CLIPS Qa LERC (4)-16D C-CINIIvION NAILS 8D COMMON NAILS AT 4" GC -ROOF SHEATHING ' 4 2X4 LCCK~ �(2)-16D COMMON I ! �4_ NAILS EACH 1_ -NG k ;_ 1TO1.5 2X6 DIAGONAL €- DRACE AT S' -O" GSC PERMIT #� !/ B TTE COUNTY DEVELOPMENT SERVICES z EVIEWER FOR '—A:55 FF;AMING ANGLE DECOMP C® V tis Id--' \.-CONTlNUCX_2X6 DRYWALL_ `DATE_-.,-- %�P _�''---- 5ACK:ING W'111'la (2) ROWS 166 CONI. ION Ni11.5 AT G" OC R -{ GABLE EN EiFACE � , 001 r �� '� sld �+i ire At <11m Q$4»TCS T CAA. CF Cp�- Ev I'00F FI?OI NG NOS 5 1 . DO NOT CUT ALTER OR DRILL TRUSSES 2. SEE EXTERIOR ELEVATIONS FOR SIZE AND LOCATION OF GABLE END VENTS 3. ROOF DESIGN — ROOF TRUSSES AT 2'-0" WITH R-38 INSULATION BETWEEN THE TRUSSES — 15# FELT — COMP. ROOF — SNOW LOAD 0# 4. PROVIDE DIAGANOL AND SWAY BRACING AT ROOF TRUSSES 5. H-1 ANCHORS AT EACH TRUSS UNLESS OTHERWISE NOTED 6. BLOCK FOR CABINETS 7. 6X12 DF#2 TYPICAL HEADER UNLESS OTHERWISE NOTED 8. SEE TITLE SHEET FOR ADDITIONAL NOTES 9. PROVIDE H—I ANCHORS © ALL ROOF/WALL CONNECTIONS 10. TOP PLATE SPLICES W/ 0-16d EACH SIDE U.N.O. S11 rA K �__ I'T PERMIT# ✓ ` 4—©` BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR COQ. COMPLIANCE . ignition resistant or non-combustible eaves and soffits in accordance will 291-1 CRC Section R327.7.5. (Open Roof Eaves require noncombustible or ignition -resistant mater ala. r!s fire-- resistant plywood or OSB. Refer to SI'M web site above for approved materials.) fire resistive exterior doors in accordance with 2013 CRC Section R327.k . (Tl„c door exterior surface shall be of noncombustible or ignition -resistant materials or be constru,, cd of sol id core wood 1-3/8” thick or have a fire -resistive rating of not less than 20 -minutes.) approved eave vents that resist the intrusion of flame and burning ens; ers. Per 2(13 CBC Section R327.6.3 Exception 41. (E.g. Vulcan Vents or tested equivalent) Where valley flashing is installed, the flashing shall be not less than 0.019 -inch No. 26 favc galvanized sheet corrosion -resistant metal installed over not less than one layer of mini„ un7 72 - pound mineral -surfaced nonperforated cap sheet complying with ASTM D 3909, at lezi,.l 36 -inch - wide running the full length of the valley. 2013 CRC Section R327.5.3 Roof Valleys. Roof gutters shall be provided with the means to prevent the accumulation of leaves an, debris, in the gutter. 2013 CRC Section R327.S.4 Roof Gutters. C (0 �' rto gig! gip` I, i) 51N icy s`l r M l PERMIT# ✓ ` 4—©` BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR COQ. COMPLIANCE . ignition resistant or non-combustible eaves and soffits in accordance will 291-1 CRC Section R327.7.5. (Open Roof Eaves require noncombustible or ignition -resistant mater ala. r!s fire-- resistant plywood or OSB. Refer to SI'M web site above for approved materials.) fire resistive exterior doors in accordance with 2013 CRC Section R327.k . (Tl„c door exterior surface shall be of noncombustible or ignition -resistant materials or be constru,, cd of sol id core wood 1-3/8” thick or have a fire -resistive rating of not less than 20 -minutes.) approved eave vents that resist the intrusion of flame and burning ens; ers. Per 2(13 CBC Section R327.6.3 Exception 41. (E.g. Vulcan Vents or tested equivalent) Where valley flashing is installed, the flashing shall be not less than 0.019 -inch No. 26 favc galvanized sheet corrosion -resistant metal installed over not less than one layer of mini„ un7 72 - pound mineral -surfaced nonperforated cap sheet complying with ASTM D 3909, at lezi,.l 36 -inch - wide running the full length of the valley. 2013 CRC Section R327.5.3 Roof Valleys. Roof gutters shall be provided with the means to prevent the accumulation of leaves an, debris, in the gutter. 2013 CRC Section R327.S.4 Roof Gutters. PERMIT# -'I I& �-/Lq5l' - BUTTEddU-N-T-Y-D-E-V-ELOPMENT -SERVICES REVIEWED FOR COll �OMPLIANCE -- 11V Qo gfH v I �� 2--, C I- r, S'S A PERMIT #____131(0- BUTTE COUNTY DEVELOPMENT SERVICES � . ....... ---,--RE-VfE--kNED FOR CODE COMPLIANCE It J, r I outdoor receptacles outlet front and rear of the Dwelling. Exterior receptacles must be WP/GFCI protected. 2013.CEC Art. 210.52 (E)(1) & 210.8. an outdoor receptacle outlet with GFCI and weatherproof protection at each porch area. Balconies, decks and porches that are accessible from inside the dwelling unit 2 shall have at least one receptacle outlet installed within the perimeter of the balcony, deck or porch. The receptacle shall not be located more than 6 %2 ft. above the balcony, deck, or porch q._V surface. 2013 CEC Articles 210.52(3), 210.8(A)(3) and 406.9(A) & (B). k 1` , cap o :SOHO _--____._.x.-,-_ TT Al exterior lr 0 outdoor 1 -� 1 hts shall be High Efficac lummarle or L w ffi g g y s o f cacy (incandescent) luminaries C. _ C controlled by a manual-on/off switch with a photocell and. motion sensor. Refer to the Mandatory Measures for Residential Lighting Measures attached to the California Energy Commission, Mandatory } . Measures, form MF -1R. � - r MECHANICAL NOTES Local Ventilation rate KITCHEN Summary Enter the required fan flow rate(cfm) ❑ KITCHEN Fan 100 (# of kitchens 1 ) Flow(cfm)= Use the fan flow rate from this summary for selection of the local ventalation fan and for the duct design for the local ventalation system from Table 7.1. ❑ Duct Size(in)= 6' Maximum Allowable Duct Length(ft)= 125' FLEX DUCT Local Ventilation rate WHOLE HOUSE Summary Enter the required fan flow rate(cfm) ❑ CONTINUOUS Fan Flow(cfm)= 100 Use the fan flow rate from this summary for selection of the local ventalation fan and for the duct design for the local ventalation system from Table 7.1. ❑ Duct Size(in)= NOT APPLICABLE Maximum Allowable 0 Duct Length(ft)= NOT APPLICABLE Local Ventilation rate MASTER BATHROOM Summary Enter the required fan flow rate(cfm) ❑ Bathroom Fan 100 N of NI. Bathrooms) 1 Flow(cfm)= - Use the fan flow rate from this summary for selection of the local ventalation fan and fer the duct design for the local ventalation system from T +blc 7.1. ❑ Duct Size(in)= 5' Maximum Allowable ❑ Duct Length(ft)= 35' FLE\ DUCT Local Ventilation rate BATHROOM! Summary Enter the required fan flow rate(cfm) ❑ Bathroom Fan 50 (! of Bathrooms 2 ) Flow(cfm)= Use the fan flow rate from this summary for selection of the local ventalation fan and frr the duct design for the local ventalation system from Tible 7.1. ❑ Duct Size(in)= 5 Maximum Allowable Duct Length(ft)= NO 1,1'IIT QFAN= O.OIAFL00R + 7,5(NBR +1) _ .O1( �( ')+ 7.5(3+1) _ �� CFM USE mechanical electrical disconnect and a service receptacle within 25 feet of 100 MINIMUM AFLOOR=1.1IZSQFT the Mechanical unit. As per 2013 CEC Art. 210.63 & 2013 CMC Section 310. NBR=3 4 ! THE WHOLE -BUILDING VENTILATION EXHAUST FAN WILL OPERATE intended support for the A/C condensing unit (Units shall rest on a concrete or other `- � CONTINUOUSLY, AND I5 REQUIRED TO BE RATED FOR SOUND AT A MAXIMUM a approved base extending not IeSS than three (3) inches above grade. Reference 2013 CMC 1106.2 OF 1 SONE. THIS EXHAUST FAN CAN BE CONTROLLED BY A STANDARD ON/OFF SWITCH, BUT THE SWITCH MUST BE LABELED TO INFORM THE i O OCCUPANT THAT THE EXHAUST FAN IS THE WHOLE -BUILDING VENTILATION EXHAUSTAN AND IS INTENDED TO OPERATE CONTINUOUSLY. _ F light fixtures in tub or shower enclosures to be labeled suitable for damp location per®� 2013 CEC Art. 410. 10 (A) & (D). Receptacles shall be installed so that no point measured horizontally along the floor line in any wall space, - 14� is more than 6 -feet from a receptacle. Any wall space 2 -feet or more In width and unbroken along the /PFfloor line by doorways and similar openings shall have a receptacle. 2013 CEC Art. 210.52 (A), Please -�- - - -r���'`t�`� review all wall receptacle locations. 1t TTic t � . p T 1 LoG ¢ -_ - - Ritz. H IJ Countertop receptacles in the kitchen and dining rooms shall be installed at each wall counter space that is ( I P 12" or wider. Receptacle outlets shall be installed so that no point along the wall line is more than 24" Ll t'a! t measured horizontally from a receptacle outlet space. 2013 CEC Art. 210.52 (C) (1). -- -- le U, laundry room receptacle outlets shall be supplied by at least one 20 -ampere branch circuit. Such circuits shall have no other outlets per 2013 CEC Art. 210.11 (C) (2). required "Makeup Air" for the dryer in the laundry room. 100 s m. I f As per 2013 CMC Section 504.3.1 moisture exhaust duct with back -draft damper for the Dryer exhaust. (14' feet maximum length of dryer exhaust duct with two (2) 90 degree elbows) 2013 CMC Section 504.3 & 504.3.1.2 Tq F�j480VE ✓ i i ` - _ n lcv AMP _SE�y;�E J ASI WP 6bI II I 00 M K HIGH EFFICIENCY LUMINAIRES OTHER THAN OUT"OOR Hitt: CONTAIN ONLY HIGH EFI-(,'IENCY LAMPS AS CUiLINEL) IN TACKLE 150-C, AND DO NOT CONTAIN A MEDIUM SCREW EAS:= SOCKET. _ _ E3AI.-(_AST FOR (_AMT'S 13 WA7S ("S OR GREATER ARE ELECTRONIC AND HAVE AN OUTPUT FREQUENCY NO LESS THAN 20 kHz. _ HIGH EFFICIENCY LL!'AINAIR=S'-OUTDOOR HID: CO''<TAIN ONLY HIGH EFIIC(LNCY LSF).PS AS OUTLINED IN TABLE 50-O, Lt)�1(NA!F�L HAS Q. FACTORY INSTALLED HID BALLAST. _ pay ;; - nT �!R 1 !I? :NIN -I PERMIANILY INSIALLED LUMINAIRES IN KITCHENS SHALL €- CzH 1. PERMA",!E W:RE AL.I- SMOKE DETE'CIOR � ON A DETECTED C,., E€ FICIENCY LUMINA.lRES. UP TO 50% OF THE 1.'AT TACE, AS M; - - _ Z. TIdE FOI.,LO ING GUIDE LINES MUST BE MET ON WALL PLUGS F- q ?' 13O'Cti OF P F h�1r,P`;T(_Y 'NSTr,L.L_EE3 _ t,.h. c� ^ _ !�, _. D�.....,_!...11.. _..� IN SEC t rc ANY 'A'A L... OVER � 0 N LENGTH ``HALT HAVE. A RE.CFPTACI_.E p� i LUMIN;=TIRES IN KITCHENS MAY BE !N LUMINAIRES THAT ARE P OT Y THATLUMINAIRESPLUv`v .)HALL BE A MAXIMIUM 01:. 12' ..0" APA€�I i j!I .r.._ .1IC` 1 ?r t Cr, T li.'C::.. -. _.. ... _ r'1 GH E:r F1CIE< Y LUM !JAI€�i PI'..DJIL)L : ll: ,1 I E ES � _ P , � i- -PLUGS SHALL BE 6'--0" OF END OF WALL OR OPENING -1i�L. CON"ROLLtD f3.' SWITCHES SEPARATE FC.O;v1 l'I-iOS-. _ _ _ ^ LUMINAIRES. -ALL PLUGS AT KITCHEN, BATHROOMS, OUTSIDE, AND AT THE GARAGE- SHAI...1._ � CCN'- ,OL JNG THE HIGH EFFI� IEN ,Y `fir" G -F.', PR TECI E'D -� - E � ; G' ES t r' T-: ,AS � r'^} -r. ''7 C .- ... � AMP ,C ! S . -rte ! n: '\ D ROOMS �ER44A1'J1LY INSTALLED Lt;",:11NAI,2L� IIti c3A.E:ROOP.:�, GAF�A�_..�, _! R„elf.'•;�_ A! I....EAS`f TWO 2O A:,�i' CIRCUITS �T Ki1,.,HElti AND I...P.J:I,..RY ROu:�.,� S � EFFICIENCY r: W - SERVICE r'; AND MEIER LOCAL BUILDING L.AINDRY ROOMS. UTILITY ROO'v1.. SHALE. BE HIGH I-.. FIC w!EE:I.D VE;,IF: LOC1,:ION OF SE":,VI..,E FAPd:__,_ Ailt.. f�:,._�t.r; WITH �C.,�.,_ +_ 1'AA:RES OR ARE CONTROLLED BY AN OCCUPANT SENSOR(S) �� ,�,; -. ... , - _ ..... ,.. D=EPARTMENT AND THE POWER u"„1PANY - CERTIF IE D 10 Co4:: LY WITH SECTION ! 9(J) 1 HA D E 6 . C -� AVE r C� ' THE L.00ATICi I OF PHONE AND ",4'. JACKS TO BE OWNER APPROVED PRIOR TO INSTAL.!.-ATION TUR;� ON AUTOMATICALLY ALLY OR I : Ah ALWAYS ON 0 .. _f- ROVIIi:1- ELEC. RIC:AL € OR HEA? AND A!. UN T 1O BE: LOCAs LD A 1€'I;". SITE � PERMANI"L" iINSTALLED LUMI IAIRE'S LJCATLJ Otl:_ . [44AN IN VITRIFY WITH OWNER PRIOR TG CON 17TRUCTION � KITCHENS BA1"'r'i'?QOMS,(� GARAGES, LAUNDRY ROOMS, raD .-PROVIDE 20 AMP BRANCH CIRCUITS AJ' BATHROOMS UfI1...lTY ROOMS SHALL 1+1.... HIGH FrIC:F,1 ,! LUMINAIRES t._nCF -!RO : RECE'' A� l S c• 1A L BE SUPPLIED BY A SEPARATE 20 AMP CIRCUIT -»Afl, ,..)ht LL.L 1 ,_L. .� L I_(DSGT LESS THAN 7v SQ. FT. , OR ARE CONTROLLED B �.!s� c,.�!! T" 4 C'� Pj I I Hrl i� R CTHFR CU1 IS ON :T AS C ) NO, : IA.VE LX.I IAU. F N, L G Q A DIMMER SWITCH OR A€;E CONTF�OLLED BY AN OC:CUPAI i P .a. 01' C."C ARTICLE 2.10-5,2(x!). _ SENCR(S THAT COMPLIES 'WITH SECTION 119(D) THAT DOES - - ( �. .J.._. ti_ .. _ .. r , ;=.'`I _-i" ! P'IE'R O ; : I 1 iN P A I:{.-,ILI I � _ . _ NOT TURN O'~I AUTOIv9ATIC.AI...I._Y OR HAVE A.'y AL.GtiAYS ON OPTION. I-'izCtVI��L AIS;, I""�al.?.I' C,I(,,,JI f . TL.�R..l. ! _ � F'€ ,. € __ 11 € .� ALL C LOC1,1-ED IN BEDROOMS AS PER CEC ARTICLE 210-12. _ � � 1 HA1 ARE RECESSED INTO INSU0,TE ? CEILINGS _ f 18 _ - _. ARF APPROVED FOR ZERO CLEARANCE INSULATION COVE[-; 0C) A'ND ARE CERTIFIED AIR TIGHT TO ASI'vi E283 AND LABEI ED AS � 51 11TH-fi Ali:: TI -31--7 (AT TO LESS THAN 2,0 rFM AT na PASCA_.S. , WRTep- TP -00 P_1 T(C (..G !LUP,,�INAIf�ES PROVIDING,OU'T'DOOR LIGHTING A.!'a0 f-'Ef,h�AR,?tLY wP �� %t1"OUNTE;D TO A RESIDENTIAL BUIL..f;INN OR TO OTHER' BUI1L.D!NGS )N THE SAME LOTSI ALL BE HIGH EFFICIENCY LUtl!'IAIRES (NOT !,1!>1I'i OR ;Ow I _ R ARTICLE 3800 L0C4T10s,S1OR ARE CONTROLLED' ; 6Y Ti _- _ wr9•� O .T_ --!vCLJDfNCLlGHilrG AROUND SWIMMING POO L;IW1_EI FEA'U>ES .CUFANT SENOR WITH INTEGRAL PHOTO COP 19r� � a J olf' � �Efit�7. ;CE?TFED TO COMPLY WITH SECTION F_ - - --- bET LTU2 _ provide a bathroom fan complying with the requirements of 2013 CGBC Section 4.506. Please ad P this note to the plans. The bathroom exhaust fan shall be controlled with humidistat control capable of adjustment between a relative humidity range of 50% to 80%. -- ' and protected b GFCI outlet. 2013 C w� �r� � to the whirlpool tub motor p y �� 11 ,required access p Articles 680.71 & 680.73. Arc -Fault Circuit -Interrupter Protection to all 120 -volt, single phase, 15 and 20 -amp _ branch circuits supplyingoutlets installed in dwellings. (Throughout) 2013 CEC Art. 210.12 (A). (I.e. Not just bedrooms) Tamper -Resistant Receptacles in the dwelling. All 125 -volt, single phase, 15 and 20 -amp * shall be listed tamper-resistant receptacles. (Throughout) 2013 CEC Art. 406.12. - receptacles � _ qVICES PERMIT #BUTl•E C �OU D LLO REVIE\NEDTt'MENT SE R [['�� ®ii �/�FOR DATE_ _-� " ` Please clearly show the luminary fixture type or control type complying with then;andatoryencr v lighting requirements throughout. Refer to the Mandatory Measures for Resides tial Lighting Mc< attached to the California Energy Commission, Mandator Measures form ' Mandatory MF -IR. Please show the required energy efficiency for the Lighting in the laundry rooms and utility roof; -is. Lighting installed in laundry rooms a1,d utility rooms shall be high efficacy luminaires and contT _li:,d vacancy sensors. 2013 Cal -Energy code 150 (k).6 y JA. , i •yro R' ,r 1 GENERAL WOOD PROPRIETARY COMPONENTS NORMAL WEIGHT CONCRETE i) ALL CONSTRUCTION SHALL CONFORM TO: 1) STRUCTURAL FRAMING SHALL BE DOUGLAS FIR - LARCH GRADED IN ACCORDANCE WITH THE 1) WHERE ELEMENTS OF CONSTRUCTION ARE CALLED OUT BY BRAND NAME iN THESE DRAWINGS, - 2013 CALIFORNIA RESIDENTIAL CODE (CFC.) STANDARD GRADING RULES OF THE WESTERN WOOD PRODUCTS ASSOCIATION. GRADES SHALL BE THE DESIGN 15 5A5ED UPON STRUCTURAL VALUES PROVIDED BY THE MANUFACTURER EQUIVALENT i) CONCRETE SHALL CONFORM TO THE FOLLOWING: - 2012 NATIONAL DESIGN SPECIFICATIONS (NDS) AS FOLLOWS UNLESS OTHERWISE NOTED ON THE DRAWINGS. PRODUCTS OF OTHER MANUFACTURERS MAY BE SUBMITTED TO THE ENGINEER FOR 5U55TITUTION SLAB ON TYPICAL BASEMENT ICB.O. REPORT OR OTHER PROOF OF EQUIVALENT CONCRETE CLASS GRADE - ACI 318-11 AND REVISIONS STRUCTURAL VALUES. _ : , 'OOTINGS WALLS -APPLICABLE LOCAL, STATE AND FEDERAL REGULATIONS 4x MEMBERS N0.2 MAXIMUM AGGREGATE SIZE 3/4" 3/4" 3/4" (ox 4 LARGER MEMBERS NO. I (MIN.) MINIMUM SACKS PER YARD 5 45 5 2) THE CONTRACTOR 15 SOLELY RESPONSIBLE FOR BRACING AND SHORING ALL EXCAVATIONS, EXTERIOR WALL STUDS NO, 2 (MIN.) 2) SHEET METAL HANGERS, STRAPS, HOLD-DOWNS, ANCHORS, ETC CALLED OUT AS "SIMPSON" MAXIMUM WATER/CEMENT RATIO 0.54 0100 0100 DEWATERING OF EXCAVATION FROM EITHER SURFACE WATER, GROUND WATER OR SEEPAGE, INTERIOR BEARING WALL STUDS NO.2 (MIN.) REFER TO PRODUCTS MANUFACTURED BY SIMPSON STRONG -TIE COMPANY, INC. ALL SUCH SLUMP 3511-511 " 25 - 5" y' TEMPORARY AND EXISTING STRUCTURES, AND PARTIALLY COMPLETED PORTIONS OF THE WORK INTERIOR NON-BEARING WALL STUDS STUD GRADE PRODUCTS SHALL BE INSTALLED WITH THE MAXIMUM NUMBER OF FASTENERS CALLED IN THE 28 DAY COMPRESSIVE STRENGTH 2,500 PSI 3,000 PSI 3,000 P51 TO ASSURE THE SAFETY OF ANY PERSON COMING IN CONTACT WITH THE WORK GLU-LAM BEAMS 24F -V4 DF/PF, U.ON. CURRENT SIMPSON CATALOG UNLESS CALLED OUT DIFFERENTLY IN THESE DRAWINGS. PARALLAMS E: 2,000000 PSI 2) ALL CONCRETE SHALL BE CONSOLIDATED BY MECHANICAL VIBRATORS. 3) ALL A.S.T.M. SPECIFICATIONS NOTED ON THE DRAWINGS SHALL BE AS AMENDED TO DATE. MICROLLAMS E- 1900000 PSI 3) UNLESS CALLED OUT OTHERWISE ON DRAWINGS, CONCRETE EXPANSION ANCHORS SHALL BE LSL E-- 1300,000 P51 "KWIK-BOLT II" BY HILTI FASTENING SYSTEMS, I.C.B.O. *4621. 3) ALL CONCRETE WORK SHALL CONFORM TO THE REQUIREMENTS OF THE CRC. 4) STANDARD DETAILS AND GENERAL NOTES ARE TYPICAL AND SHALL APPLY UNLESS BLOCKING STUD GRADE 4) UNLESS CALLED OUT OTHERWISE ON DRAWINGS, MASONRY EXPANSION ANCHOR5 SHALL BE AND ACI STANDARD 318, LATEST EDITION, OF THE AMERICAN CONCRETE INSTITUTE OTHERWISE NOTED OR SHOWN. DETAILS OF CONSTRUCTION NOT FULLY SHOWN SHALL BE THE SAME 2) MAXIMUM MOISTURE CONTENT SHALL NOT EXCEED IS% AT TIME OF INSTALLATION FOR SAWN" DYNABOLT SLEEVE ANCHOR" BY ITW RAMSET / RED HEAD, I.C.B.O. 1312. NATURE AS SHOWN FOR SIMILAR CONDITION. 4) CONCRETE AGGREGATE SHALL CONFORM TO ASTM C-33 AND SHALL BE WELL LUMBER GRADED. SHRINKAGE CHARACTERISTICS SHALL BE LESS THAN -OD4%. 5) THE CONTRACTOR SHALL COORDINATE THE WORK OF .ALL TRADES AND SHALL VERIFY ALL 5) UNLESS CALLED OUT OTHERWISE ON DRAWINGS, SHOT PINS (POWDER ACTUATED FASTENERS) DIMENSIONS.)THE ANY ORSHLLCODISCREPANCIES SHALL BE CALLED TO THE ATTENTION OF THE ENGINEER AND 3) ALL BEAMS INTENDED FOR EXTERIOR USE SHALL BE TREATED OR PROTECTED FROM THE SHALL BE AS MANUFACTURED BY HILTI, INC AS DESCRIBED IN I.0.5.0. REPORT "1290. PINS SHALL 5) PORTLAND CEMENT SHALL CONFORM TO ASTM C-150, TYPE I OR TYPE 11. RESOLVED BEFORE PROCEEDING WITH THE WORK ELEMENTS. BE MINIMUM 0.145" DIAMETER AND PENETRATE AT LEAST 1-1/4" INTO CONCRETE UNLESS NOTED BE OTHERWISE. (o) CONCRETE SHALL BE PLACED IN ACCORDANCE WITH A5TM C-94 AND ASTM (o) NO STRUCTURAL MEMBERS SHALL BE CUT, NOTCHED OR OTHERWISE PENETRATED UNLESS 4) AITC CERTIFICATES FOR GLULAM BEAMS SHALL BE PROVIDED TO THE BUILDING DEPARTMENT C-685. SPECIFICALLY APPROVED BY THE MANUFACTURER OF THE PRODUCT. AND ENGINEER PRIOR TO FABRICATION. 6) UNLESS CALLED OUT OTHERWISE ON DRAWINGS, EPDXY ANCHORS SHALL BE ALL THREAD RODS IN SIMP50N SET HIGH STRENGTH EPDXY, I.C.5.0.'ER5219. 1) ALL EMBEDDED ITEMS SHALL BE PLACED ACCURATELY AND SECURELY PRIOR 1) WHERE THESE GENERAL NOTES AND TYPICAL DETAILS ARE IN CONFLICT WITH ANY 5) WOOD MEMBERS SHALL BE CUT OR NOTCHED ONLY AS SHOWN ON THESE DRAWINGS. TO BEGINNING CONCRETE PLACEMENT. SPECIFICATIONS, THE ENGINEER SHALL BE NOTIFIED FOR RESOLUTION BEFORE PROCEEDING WITH (o) SILL PLATES OR WOOD BEARING ON CONCRETE OR MASONRY SHALL 8E PRESSURE SITE THE WORK 8) CONSTRUCTION JOINTS SHALL BE LOCATED 50 A5 NOT t0 IMPAIR THE PRESERVATIVE TREATED DOUGLAS FIR OR REDWOOD. 1) CONTRACTOR SHALL RECOGNIZE AND NOTIFY ENGINEER IF CLAYS OR SOILS, NOT SUITABLE FOR STRENGTH OF THE STRUCTURE. JOINTS SHALL BE ROUGHENED AND CLEANED 8) THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. UNLESSCONSTRUCTION, ARE PRESENT. CONSTRUCTION SHALL NOT CONTINUE WITHOUT APPROVAL BY THE PRIOR TO SUCCEEDING POUR FOR JOINTS IN ELEVATED SLABS, CONCRETE OTHERWISE SHOWN, THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR 1) SOLiD BLOCKING SHALL BE INSTALLED BETWEEN JOISTS OR RAFTERS AT THE TOP OF ALL ENGINEER BEAMS, OR SHEARWALL FOOTINGS, CONTACT ENGINEER SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR ALL BEARING AND SHEAR WALLS. CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES. OBSERVATION g) ALL PLYWOOD SHOWN ON THESE DRAWINGS SHALL BE G -D WITH EXTERIOR GLUE IN 2) THE CONTRACTOR AND/OR OWNER SHALL BE RESPONSIBLE FOR ESTABLISHING AND MAINTAINING S) ALL GROUT SHALL BE NON-METALLIC, NON -SHRINK, HIGH STRENGTH GROUT AS VISITS TO THE SITE BY FIELD REPRESENTATIVES OF THE ENGINEER DO NOT INCLUDE INSPECTIONS ALL PROPERTY LINES AND COi2NERS AND SHALL ENSURE THAT CONSTRUCTION IS WITHIN ALL APPROVED BY THE ENGINEER METHODS OF CONStRUCTiON. ANY ACCORDANCE WITH U.S. PRODUCT STANDARD P51-95. ALL PANELS SHALL BE MARKED WITH AN APPLICABLE SETBACKS AND EASEMENTS. OF THE PROTECTIVE MEASURES OF THE PROCEDURES FOR SUCH SUPPORT SERVICES PERFORMED BY THE ENGINEER DURING CONSTRUCTION MET iCTION SHALL T APA GRADE MARK WITH AN IDENTIFICATION INDEX ROOF PLY SHALL BE PANEL INDEX 24/0 UDA, 10) REINFORCING AND EMBEDMENT ITEMS SHALL BE FREE OF EXCESSIVE SCALE DISTINGUISHED FROM CONTINUOUS AND DETAILED INSPECTION SERVICES WHICH ARE FURNISHED FLOOR PLY SHALL BE PANEL INDEX 46/24 U.ON. (PLYWOOD AT EXPOSED ROOF OVERHANGS 3) THE ENTIRE AREA TO BE COVERED BY STRUCTURES SHALL BE CLEARED AND GRUBBED TO OR RUST, DIRT, GREASE, OIL OR ANY OTHER SUBSTANCE THAT WILL IMPAIR BOND BY OTHERS. THESE SUPPORT SERVICES WHICH ARE PERFORMED AFTER COMPLETION OF MAY BE C -C WITH EXTERIOR GLUE) REMOVE SURFACE VEGETATION AS REQUIRED. WITH CONCRETE. CONSTRUCTION, ARE SOLELY FDR THE PURPOSE OF ASSISTING IN QUALITY CONTROL AND IN 10) SHEATHING NAILING AT EDGE OF ANY FLOOR OR ROOF OPENING SHALL BE THE SAME AS INGS AND SPECSt THEY DO NOT GUARANTEE 4) ALL GRADING SHALL CONFORM TO LOCAL GRADING ORDINANCES. GRADE SURROUNDING ANY 12) ALL REINFORCING BARS SHALL BE ACCURATELY AND SECURELY PLACED ACHIEVING CONFORMANCE WITH CONTRACT DRAW CONTRACTOR'S PERFORMANCE AND SHALL NOT IN CONSTRUED AS SUPERVISIONS OF BOUNDARY NAILING. BUILDING STRUCTURES SHALL BE SLOPED A MINIMUM OF E,% AWAY FROM THE BUILDING PAD FORA BEFORE POURING CONCRETE. MINIMUM 10' IN ALL DIRECTIONS TO MAINTAIN SUFFICIENT DRAINAGE. WHERE PHYSICAL CONSTRUCTION. 11) PARTIAL SHEETS OF SHEATHING CALLED OUT ON STRUCTURAL DRAWINGS SHALL HAVE A OBSTRUCTIONS OR LOT LINES PREVENT THIS, AN ALTERNATE METHOD SHALL BE USED TO DIVERT 13) HOLDOWN LOCATIONS SHOWN ON THE FOUNDATION PLAN ARE APPROXIMATE. 9) ALL ELEVATIONS ARE REFERENCED FROM TOP OF FINISH GROUND FLOOR ELEV. = 0'-0", U.DN. MINIMUM AREA OF 8 50. FT. WITH A MINIMUM DIMENSION OF 2 FEET. WATER USING A SWALE OR OTHER APPROVED METHOD. THE CONTRACTOR SHALL DETERMINE THE ACTUAL LOCATIONS BASED ON THE LENGTH OF SHEAR WALLS, THE TYPE OF HOLDOWNS 4 THE MANUFACTURER'S 10) ANY TESTING OR INSPECTIONS REQUIRED BY BUILDING OFFICIALS OR THE PROJECT DRAWINGS 12) EXCEPT WHERE MORE STRINGENT CONDITIONS ARE SHOWN ON THE DRAWINGS, WOOD 5) THERE SHALL BE NO UTILITY TRENCHES WITHIN THE INFLUENCE ZONE OF THE FOUNDATION (A 45 SPECIFICATIONS. OR SPECIFICATIONS SHALL BE PERFORMED BY AN APPROVED INDEPENDENT TESTING CONSTRUCTION SHALL COMPLY WITH 2010 CRC, SECTION 2301, CONVENTIONAL CONSTRUCTION DEGREE ANGLE PROJECTING FROM THE BOTTOM OF THE OUTER EDGE OF ANY FOOTING.) LABORATORY. PROVISIONS, A5 A MINIMUM. 14) REFER TO MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS FOR ALL PIPES, 13) ENDS OF WOOD MEMBERS ENTERING MASONRY OR CONCRETE WALLS SHALL HAVE A 1/2" AIR STUD BORING & NOTCHING C,ORIG SHALL NOT BE ALLEMBEDDED CRETE. OWED WITHOUTTHE ENGINEERS APPROVAL. OBSERVATION VISITS TO THE SITE BY THE ENGINEER SHALL NEITHER BE CONSTRUED AS SPACE AROUND TOP, END, AND SIDES, UNLESS WOOD 15 TREATED WITH APPROVED INSPECTION NOR APPROVAL OF CONSTRUCTION. PRESERVATIVE. NON-BEARING WALLS 1) BORED HOLES MAY NOT EXCEED 2.1" DIAMTER FOR 2X4 AND 33" FOR 2X(o STUDS 1(o) ADMIXTURES TO BE USED SHALL BE SUBJECT TO PRIOR APPROVAL BY THE 12) CONTRACTOR SHALL READ AND BE FAMILIAR WITH ALL FACETS OF THE PLANS ANDAND SHALL BE 5/8" MIN FROM EDGES. ENGINEER- SPECIFICATIONS NGINEER SPECIFICATIONS AND SHALL REQUEST CLARIFICATION AS REQUIRED BEFORE COMMENCING 14) MAXIMUM MOISTURE CONTENT FOR GLU-LAM BEAMS SHALL NOT EXCEED 169'0. CONSTRUCTION. 15) GLU-LAM BEAMS SHALL HAVE A.I.T.C. INSPECTION AND BEAR AN A.I.T.C. STAMP. A COPY OF THE 2) NOTCHES MAY NOT EXCEED IA" IN DEPTH FOR 2X4 AND 22" FOR 2X6 FIRST SEVEN (1) DAYS AFTER PLACEMENT. METHODS FOR ACCELERATED CURING AND MAY i CONCRETE SHALL BE CURED WHILE INA MOIST CONDITION FOR AT LEAST THE A.I.T.C. INSPECTION CERTIFICATE SHSHALL HAVE PRIOR APPROVAL OF THE ENGINEER, AND SHALL MEET CONDITIONS ALL BE SENT TO THE BUILDING DEPARTMENT, NOT EXCEED 4" IN LENGTH. NOTCHING I5 NOT ALLOWED ADJACENT TO BORING 13) CONTRACTOR SHALL BE RESPONSIBLE FOR ANY CONSTRUCTION WHICH 15 IN DEVIATION FROM LOCATIONS, OF ASTM C308. THESE PLANS. 16) MANUFACTURED LUMBER SHALL NOT BE NOTCHED, CUT OR DRILLED, EXCEPT AS SHOWN ON DRAWINGS, WITHOUT THE APPROVAL. OF THE ENGINEER AND THE BUILDING DEPARTMENT. BEARING WALLS 18) REMOVE ALL DEBRIS FROM FORMS BEFORE POURING CONCRETE. 14) CONTRACTOR IS RESPONSIBLE FOR THE CORRECT INSTALLATION OF ALL MANUFACTURED 1) BORED HOLES MAY NOT EXCEED 1.4 DIAMETER FOR 2X4 SCUDS AND 22 FOR 2X6 PRODUCTS, INCLUDING BUT NOT LIMITED TO 055, T1-11, PARALLAMS AND MICROLLAMS. ALL 11) MANUFACTURED LUMBER SHALL NOT BE EXPOSED TO THE WEATHER UNLESS PRESSURE STUDS 19) NO WOOD SPREADERS OR WOOD STAKES ALLOWED IN CONCRETE. INSTALLATIONS SHALL BE DONE IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. TREATED OR OF A DURABLE SPECIES. 15) UNLESS CALLED OUT AS FUTURE, EXISTING OR NOT -IN -CONTRACT, EVERYTHING SHOWN ON THESE 18) SUBMIT COMPLETE GLU-LAM BEAM SHOP DRAWINGS TO THE ENGINEER AND TO THE BUILDING 20) MAXIMUM FREE FALL OF CONCRETE SHALL BE 8'-0". DRAWINGS SHALL BE PROVIDED AND INSTALLED AS PART OF THE WORK OF THE PROJECT. DEPARTMENT FOR APPROVAL PRIOR TO FABRICATION. REINFORCING STEEL 21) CONCRETE SHALL BE READY -MIXED PER ASTM C-94. i(o) ALL CONDITIONS SHOWN OR NOTED AS EXISTING ARE BASED ON THE BEST INFORMATION lg) SIMPLE SPAN GLU-LAM BEAMS SHALL BE COMBINATION 24F -V4 DF/DF. CANTILEVERED 1) REINFORCING STEEL SHALL BE DEFORMED CONFORMING TO ASTM A615. 22) WHEN COLD WEATHER CONDITIONS EXIST, PLACE CONCRETE IN COMPLIANCE CURRENTLY AVAILABLE AT THE TIME OF PREPARATION OF THESE DRAWINGS. NO WARRANTY 15 GLU-LAM BEAMS SHALL BE COMBINATION 24F -V8 DFJDF.WITH CRC. 1905.12 IMPLIED AS TO THEIR ACCURACY. CONTRACTOR 15 TO FIELD VERIFY ALL CONDITIONS. SHOULD 2) WELDING OF REINFORCING STEEL SHALL BE PERFORMED ONLY WHERE INDICATED ON THE CONDITIONS BECOME APPARENT WHICH DIFFER FROM THE CONDITIONS SHOWN HEREIN THEY SHALL 20) CANTILEVERED ENDS OF GLU-LAM BEAMS SHALL HAVE NO CAMBER DRAWINGS AND SHALL BE IN COMPLIANCE WITH AWS DIA AND ASTM A(015. PROVIDE WELDING 23) WHEN HOT WEATHER CONDITIONS EXIST, PLACE CONCRETE IN COMPLIANCE BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ARCHITECT OR ENGINEER THE ARCHITECT OR PROCEDURE AND MILL TEST REPORTS FOR ALL REINFORCEMENT TO BE WELDED. ENGINEER SHALL WITH CRC. 1905.13. REINFORCING SHALL BE KEPT COOL DURING PLACEMENT OF ENGINEER MAY THEN PREPARE ADDITIONAL DRAWINGS AS MAY BE NEEDED TO ACCOMMODATE 21) COAT NOTCHED OR DRILLED PRESSURE TREATED WOOD WITH COPPER NAPTHENATE APPROVE WELDING PROCEDURE AND MILL TEST REPORTS PRIOR TO EXECUTION OF WELDING. CONCRETE: THE NEW CONDITIONS. CONTAINING 2% COPPER METAL AND APPLIED WITH REPEATED BRUSHING, DIPPING OR SOAKING. 3) LAP SPLICES FOR REINFORCING SHALL BE 40 BAR DIAMETERS OR 24" MINIMUM UNLESS SHOWN FOUNDATION FASTENERS OTHERWISE ON THE DRAWINGS. WIRE BARS TOGETHER AT LAPS OR SPLICES. HOOKS SHALL BE TESTING & SPECIAL CRC STANDARD HOOKS FIGURE 86115.413) UNLESS SHOWN OTHERWISE. 1) FOUNDATION SOIL STRATA 15 NATIVE SOiL OR ENGINEERED FILL AS PER THE PROJECT SOILS i) BOLTS FOR TIMBER CONNECTIONS SHALL BE ASTM A301 MACHINE BOLTS UNLESS OTHERWISE INSPECTION REPORT WHEN APPLICABLE. IF THERE ARE ANY DISCREPANCIES BETWEEN THE SOILS REPORT 4 NOTED. BOLTS SHALL BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF THE LATEST 4) REINFORCING SHALL BE FABRICATED AND PLACED ACCORDING TO CRSI, "MANUAL OF THE FOLLOWING TESTS AND INSPECTIONS SHALL BE THESE PLANS, THE SOILS REPORT SHALL GOVERN. EDITION OF THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION BY THE NATIONAL STANDARD PRACTICE". FOREST PRODUCTS ASSOCIATION. BOLT HOLES SHALL BE 1/16 INCH LARGER THAN BOLT PERFORMED BY AN INDEPENDENT TESTING LABORATORY SOiLS INVESTIGATION OR GEOTECHNICAL REPORT: NONE PROVIDED DIAMETER 5) ALL REINFORCING STEEL, DOWELS, ANCHOR BOLTS AND OTHER INSERTS SHALL BE WELL EMPLOYED BY THE OWNER AND APPROVED BY THE BUILDING SECURED IN PLACE PRIOR TO CONCRETE OR GROUT POUR ADEQUATE SUPPORTS SHALL BE OFFICIAL. TEST AND INSPECTION REPORTS SHALL BE i) PER CRC R401A, THE BUILDING OFFICIAL SHALL DETERMINE WHEN SOIL TSTING 15 REQUIRED. M 2) ALL BOLTS SHALL BE RETIGHTENED PRIOR TO THE APPLICATION OF SHEATHING, PLASTER, ETC. PROVIDED FOR ALL REINFORCING STEEL. 5U13MITTED FOR APPROVAL TO THE STRUCTURAL ENGINEER LIEU OF A COMPLETE GEOTECHNICAL REPORT THE FOLLOWING ALLOWBLE SOIL BEARING VALUES AND THE BUILDING OFFICIAL, CONFORMING TO THE SHALL BE USED PER CRC TABLE R401A.1. 3) PROVIDE MALLEABLE IRON WASHERS OR EQUIVALENT CUT PLATE WASHERS UNDER NUTS AND (o) THE FOLLOWING MINIMUM CLEAR DISTANCES BETWEEN REINFORCING STEEL AND FACE OF REQUIREMENTS OF SECTION 1701 OF THE BUILDING CODE. IT BOLT OR LAG SCREW HEADS WHICH BEAR ON WOOD. CONCRETE SHALL BE MAINTAINED UNLESS NOTED OTHERWISE: 15 THE CONTRACTORS SOLE RESPON5I13ILITY TO SEE THAT CRYSTALLINE BEDROCK 12000 PF THESE TESTS AND INSPECTIONS ARE PERFORMED. IT 15 THE SEDIMENTARY AND FOLIATED ROCK 4,000 P5F 4) WHEN REQUIRED NAILING TENDS TO SPLIT WOOD MEMBERS, NAIL HOLES SHALL BE PRE -BORED SLA55 ON GRADE CENTER OF SLAB RESPON5I13ILITY OF THE CONTRACTOR TO INFORM THE SANDY GRAVEL AND/OR GRAVEL 3,000 PSF TO 15% OF THE NAIL DIAMETER CONCRETE BELOW GRADE, FORMED 2" SPECIAL INSPECTOR OR INSPECTION AGENCY AT LEAST ONE SAND, SILTY SAND,CLAYEY SAND, CONCRETE BELOW GRADE, UNFORMED (POURED AGAINST EARTH) 3" WORKING DAY PRIOR TO PERFORMING ANY WORK THAT TY GRAVEL AND CLAMED GRAVEL 2000 PSF 5) NAILING NOT SPECIFICALLY INDICATED SHALL COMPLY WITH TABLE 2304.9.1 IN THE 2010 CRC. CONCRETE EXPOSED TO WEATHER 3" REQUIRES SPECIAL INSPECTION. ALL WORK PERFORMED SILCLAY, SANDY CLAY, SILTY CLAY BEAMS AND COLUMNS PRIMARY REINFORCING 2" WITHOUT REQUIRED SPECIAL INSPECTION 15 SUBJECT TO CLAYEY SILT, SILT AND SANDY SILT 1500 P5F 6) ALL NAILS SHALL BE COMMON NAILS UNLESS NOTED OTHERWISE. NAILING SHALL BE PER THE BEAMS AND COLUMNS STIRRUPS AND TIES i-1/2" REMOVAL. UNLESS BUILDING OFFICIAL DETERMINES OTHERWISE TABLE PROVIDED THIS SHEET, UNLESS NOTED OTHERWISE ON THE PLANS AND DETAILS. 1) ALL REINFORCING STEEL SHAL GRADE 60. El ENGINEERED FILL COMPACTION TESTS. 0 5 SHALL BEAR ON FIRM, UNDISTURBED FOUNDATION SOIL STRAT , 8d COMMON = 0.131" x 2 1/2" _ 10d COMMON = 0.148" x 3" 8) ALL BARS SHALL BE CLEANED OF LOOSE FLAKY RUST, GREASE OR OTHER MATERIALS THAT ❑ PILES, DRILLED PIERS AND CAISSONS. 12d COMMON = 0.148" x 31/4" MAY IMPAIR BOND. 3) THE DEPTHS OF BOTTOMS OF FOOTINGS AS SHOWN ON THESE DRAWINGS INDICATE THE l(od COMMON = 0.162" x 3 1/2 "13) TESTS CYLINDERS, F'C EXCEEDING 2500 psi. ESTIMATED MINIMUM FOUNDATION DEPTHS. 9) WELDED WIRE FABRIC TO BE ASTM A185. LAP 11/2 SPACES, 9" MINIMUM FOR STRUCTUAL SLA85. 1) ALL PREFABRICATED CONNECTING HARDWARE SPECIFIED 15 MANUFACTURED BY SIMPSON ❑ STRUCTURAL MASONRY, F'M = 4) THE BOTTOM OF ALL FOOTINGS SHALL BE LEVEL. CHANGES IN FOOTING ELEVATIONS SHALL BE COMPANY, SAN LEANDRO, CALIFORNIA, UNLESS OTHERWISE NOTED. INSTALL IN ACCORDANCE WITH 10) WELDED WIRE FABRIC REINFORCEMENT SHALL CONFORM TO ASTM A186 STANDARDS FOR COLD REINFORCEMENT, GROUT, AND ANCHOR RODS. MADE USING THE STEP FOOTING DETAIL ON THESE DRAWINGS. THE MANUFACTURER'S INSTRUCTIONS FOR MAXIMUM RATED VALUES. DRAWN STEEL WIRE. SPLICES SHALL BE MADE 50 THAT THE OVERLAP MEASURED BETWEEN OUTERMOST CROSS WIRES OF EACH FABRIC SHEET 15 NOT LE55 THAN THE SPACING OF THE CROSS ❑ STRUCTURAL STEEL WELDING AS REQUIRED BY WELDING 5) CENTER FOOTINGS UNDER WALLS OR COLUMNS UNLESS OTHERWISE INDICATED ON THESE 8) HOLES FOR LAG SCREW SHANKS SHALL BE BORED THE SAME DEPTH AND DIAMETER AS THE WIRES PLUS TWO (2) INCHES. YIELD STRENGTH TO BE 60 K51. NOTES. DRAWINGS. SHANK THE REMAINING DEPTH OF PENETRATION OF THE SCREW SHALL BE BORED TO 10% OF THE SHANK DIAMETER 11) PLACE 20'-0" LENGTH OF REBAR AT ELECTRICAL SERVICE LOCATIONS, AND STUB UP REBAR ❑ STRUCTURAL STEEL HIGH STRENGTH ANCHOR RODS (o) ALL WATER 4 ORGANICS SHALL BE REMOVED FROM FOOTING EXCAVATION BEFORE PLACING ABOVE THE CONCRETE NEAR SERVICE METER (A325 OR A490). CONCRETE. 9) ALL LAG SCREWS SHALL HAVE WASHERS WHICH HAVE FULL BEARING ON FLATTENED SURFACE OF THE WOOD MEMBER 12) ALL BENDS SHALL BE MADE COLD. ❑ STRUCTURAL GLUED -LAMINATED TIMBER, DURING 1) OWNER/ )EVELOPER AND APPROPRIATE SU5CONTRACTOR(5) ARE RESPONSIBLE FOR FABRICATION. REVIEWING THE SOILS REPORT (IF APPLICABLE) PRIOR TO COMMENCING CONSTRUCTION. 10) LAG SCREWS SHALL BE TURNED INTO HOLES WITH A WRENCH NOT DRIVEN IN WITH A HAMMER 13) SPACING OF REINFORCING SHALL BE CONSIDERED A MAXIMUM. ❑ EMBEDDED ITEMS (EPDXY INSTALLED ANCHORS, WEDGE 8)FOR POST -TENSIONED FOUNDATION SYSTEMS, REFER TO DESIGN 4 DRAWINGS BY OTHERS. 11) THE CLEARANCE HOLE FOR THE UNTHREADED PORTION OF THE SHANK SHALL BE THE SAME ANCHORS, ETC...) DIAMETER AS THE SHANK �� PERMIT # SU- E C� iYUo N DEWELOPMCNT SERVICES 9) SOIL FILL OVER 12" SHALL REQUIRE SPECIAL INSPECTION BY A QUALIFIED DESIGN ❑ NO SPECIAL INSPECTIONS REQUIRED. `, PROFESSIONAL 12) ALL COUNTER SUNK HOLES SHALL BE 1/S" DIA. GREATER THAN THE pIAMATER OF THE WASHER �EV IDNED �OR COUNTER SINK HOLES SHALL NOT BE OVERDRILLED. col)c ®MP�.IAt 13) FASTENERS iN CONTACT WITH PRESERVE -TREATED WOOD SHALL BE OF HOT DIPPED ZINC -COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER. EXCEPTION: °ATE 1/2" DIAMETER OR GREATER STEEL BOLTS. W EDA DRAWN BY: U� CHECKED EtiY� EDA W `D PROJECT • PAGE OF 9 W I�ipU dao ��o �oQVfESS/py/ w UGi m o. 65286 �r 09-30-2017 yF 9lF OF CA``�p�� DATE. 02/20/16 DESIfsNEDpY: EDA DRAWN BY: EDA CHECKED EtiY� EDA SCALE. AS NOW PROJECT • PAGE OF 9 101 ��IIIRII �oQVfESS/py/ w UGi m o. 65286 �r 09-30-2017 yF 9lF OF CA``�p�� DATE. 02/20/16 DESIfsNEDpY: EDA DRAWN BY: EDA CHECKED EtiY� EDA SCALE. AS NOW PROJECT • PAGE OF 9 101 SHEET NO. 1) ALL CONSTRUCTION SHALL CONFORM TO: - 2013 CALIFORNIA GREEN CODE (CALGREEN), CGC REDUCTION OF THE OVERALL USE OF POTABLE WATER WITHIN THE DUILDING DY AT LEAST 20 PERCENT DASED ON THE MAXIMUM ALLOWADLE WATER USE PER PLUMBING FIXTURE AND FITTING. 20%o REDUCTION FOR FIXTURE FLOW DATES FIXTURE TYPE FLOW RATE MAX FLOW RATE AT 20% REDUCTION WATERCLO5ET5 HARDWOOD PLYWOOD VENEER CORE 0.05 - GRAVITY TANK ib GPF 1.28 GPF - FLU5HOMETER TANK 1.6 GPF 128 GPF - FLUSNOMETER VALVE ib GPF 128 GPF LAVATORY FAUCETS 2.2 GPM 60 PSI 1.5 GPM 6 (00 PSI, KITCHEN FAUCETS 2.2 GPM 60 PSI 1.8 GPM 6 60 PSI SHOWERHEAD5 2.5 GPM 80 PSI 2 GPM -S 80 P513 'INCLUDES SINGLE AND DUAL FLUSH WATER CL05ETS WITH AN EFFECTIVE FLUSH OF 1.28 G PF SINGLE FLUSH TOILETS - THE EFFECTIVE FLUSH VOLUME SHALL NOT EXCEED 1.28 GPF. THE EFFECTIVE FLUSH VOLUME 15 THE AVERAGE FLUSH VOLUME DUAL FLUSH TOILETS - THE EFFECTIVE FLUSH VOLUME SHALL NOT EXCEED 21.28 GPF. THE EFFECTIVE FLUSH VOLUME IS DEFINED A5 THE COMPOSITE, AVERAGE FLUSH VOLUME OF TWO REDUCED FLUSHES AND ONE FULL FLUSH. 3LAVATORY FACUET5 5HALLNOT HAVE A FLOW RAE LE55 THAN 0.8 GPM AT 20 P51 THE COMDINED FLOW RATE OF DUAL OR MULTIPLE SHOWER HEADS SHALL NOTE EXCEED TH15 FLOW RATE OUTDOOR WATER USE 1) AUTOMATIC IRRIGATION SYSTEM CONTROLLERS FOR LANDSCAPING PROVIDED DY THE DUILDING AND INSTALLED AT THE TIME OF FINAL INSPECTION SHALL COMPLY WITH THE FOLLOWING: 1. CONTROLLERS SHALL DE WEATHER -OR SOIL MOISTURE-BA5ED THAT AUTOMATICALLY ADJUST IRRIGATION IN RESPONSE TO CHANGES IN PLATS' NEEDS AS WEATHER CONDITIONS CHANGE. 2. WEATHER-BA5ED CONTROLLERS WITHOUT INTEGRAL RAIN SENSOS OR COMMUNICATION SYSTEMS THAT ACCOUNT FOR LOCAL RAINFALL SHALL HAVE A SEPARATE WIRED OR WIRLES RAIN SENSOR WHICH CONNECTS OR COMMUNICATED WITH THE CONTROLLER(5). SOIL -BASED CONTROLLERS ARE NOT REQUIRED TO HAVE RAIN SENSOR INPUT. 1) OPENINGS IN THE BUILDING ENVELOPE SEPARATING CONDITIONED SPACE FROM UNCONDITIONED SPACE NEEDED TO ACCOMMODATE GAS, PLUMDING, ELECTRICAL LINES AND OTHER NECESSARY PENETRATION MUST DE SEALED IN COMPLIANCE WITH THE CALIFORNIA ENERGY CODE. 2) OPENINGS AT EXTERIOR WALLS SHALL 5E PROTECTED AGAINST THE PASSAGE OF RADENT5 DY CL05ING SUCH OPENINGS WITH CEMENT MORTAR, CONCRETE MASONRY OR SIMILAR METHOD. 1) NON -HAZARDOUS AND DEMOLITION DEBRIS CONSTRUCTION WASTE SHALL DE REDUCED DY AT LEAST 50 PERCENT DY RECYCLING AND OR SALVAGING FOR REUSE. EXCEPTION: EXCAVATED SOIL & LAND -CLEARING DE13RI5 OR LOCAL AGENCY MGMENT PLANS 2) WHEN NOT IN CONFLICT WITH A LOCAL AGENCY'5 ORDINANCE A WASTE MANAGEMENT PLAN SHALL BE DEVELOPED BY THE CONTRACTOR AND SUBMITTED FOR APPROVAL THAT: a. IDENTIFIES THE MATERIALS TO DE DIVERTED FROM DISPOSAL DY RECYCLING, REUSE ON THE PROJECT OR SALVAGE FOR FUTURE USE OR SALE. b. SPECIFIES IF MATERIALS WILL DE SORTED ON-SITE OR MIXED FOR TRANSPORTATION TO A DIVERSION FACILITY. c. IDENTIFIES THE DIVERSION FACILITY WHERE THE MATERIAL COLLECTED WILL BE TAKEN d. IDENTIFIES CONSTRUCTION METHODS EMPLOYED TO REDUCE THE AMOUNT OF WASTE GENERATED c. SPECIFIES THAT THE AMOUNT OF MATERIALS DIVERTED SHALL DE CALCULATED BY WEIGHT OR VOLUME, DUT NOT DY DOTH. f. NOTE, MIXED CONSTRUCTION AND DEMOLITION DEBRIS PROCESSORS CAN BE LOCATED AT THE CALIFORNIA DEPARTMENT OF RESOURCES RECYCLING AND RECOVERY AGENCY. MAINTENANCE AND OPERATION 1) CONTRACTOR SHALL PROVIDE A MANUAL, COMPACT DISC, WEB-BA5ED REFERENCE OR OTHER MEDIA ACCEPTABLE BY THE ENFORCING AGENCY AT THE TIME OF FINAL INSPECTION WHICH INCLUDES THE FOLLOWING: a. DIRECTIONS TO THE OWNER OR OCCUPANT THAT THE MANUAL SHALL REMAIN WITH THE BUILDING THROUGHOUT THE LIFE CYCLE OF THE STUCTURE. b. OPERATION AND MAINTENANCE INSTRUCTION FOR THE FOLLOWING: 1. EQUIPMENT AND APPLIANCES, INCLIDING WATER -SAVING DEVICES AND SYSTEMS, HVAC SYSTEMS, WATER HEATING SYSTEMS AND OTHER MAJOR APPLIANCES AND EQUIPMENT 2. ROOF AND YARD DRAINAGE, INCLUDING GUTTERS AND DOWNSPOUTS 3. SPACE CONDITIONING SYSTEMS, INCLUDING CONDENSERS AND AIR FILTERS 4. LANDSCAPE IRRIGATION SYSTEMS c. INFORMATION FROM LOCAL UTILITY, WATER AND WASTE RECOVERY PROVIDERS ON METHODS TO FURTHER REDUCE RESOURCE CONSUMPTION, INCLUDING RCYCLE PROGRAMS AND LOCATIONS. d. PUBLIC TRANSPORTATION AND/OR CARPOOL OPTIONS AVAILABLE IN THE AREA. c. EDUCATIONAL MATERAIL ON THE POSITIVE IMPACTS OF AN INTERIOR RELATIVE HUMIDITY BETWEEN 30-60 PERCENT AND WHAT METHODS AN OCCUPANT MAY USE TO MAINTAIN THE RELATIVE HUIDY LEVEL IN THAT RANGE. f. INFORMATION ABOUT WATER CONSERVING LANDSCAPE AND IRRIGATION DESIGN AND CONTROLLERS WHICH CONSERVE WATER. g. INFORMATION FOR MAINTAINING GUTTERS AND DOWNSPOUTS AND THE IMPORTANCE OOF DIVERTING WATER AT LEAST 5 FEET AWAY FROM THE FOUNDATION. 1" 1 MAXIMUM FORMALDEHYDE EMISSIONS IN PARTS PER MILLION PROUDUCT CURRENT LIMIT JAN ll, 2012 JUL 1, 2012 HARDWOOD PLYWOOD VENEER CORE 0.05 LATERALLY HARDWOOD PLYWOOD COMPOSITE CORE 0.08 SHALL NOT DE 0.05 PARTICLEBOARD 0.09 20' MEDIUM DENSITY FIBERBOARD 0.11 _7�1 THIN MEDIUM DENSITY FIBERBOARD 0.21 0).13 VALUES IN TH15 TABLE ARE DERIVED FROM TH05 5PECIFIED BY THE CALIFORNIA AIR QUALITY RESOURCES DOARD, AIR TOXICS CONTROL MEASURES FOR COMPOSITE WOOD AS TESTED IN ACCORDANCE WITH ASTM E 1333-96(2012). FOR ADDITIONAL INFORMATION, SEE CALIFORNIA CODE OF REGULATIONS, TITLE 17, SECTIONS 93120 THROUGH 93120.12 2THIN MEDIUM DENSITY FIDERDOARD HAS A MAXIMUM THICKNESS OF 8 MILLIMETERS INDOORI NOTE: A DATHROOM 15 A ROOM WHICH CONTAINS A DATHTUD, SHOWER OR TU5/5HOWER COMBO 1) MECHANICAL EXHAUST FANS WHICH EXHAUST DIRECTLY FROM BATHROOMS SHALL COMPLY WITH THE FOLLWONG: a. FANS SHALL DE ENERGY STAR COMPLIANT AND DE DUCTED TO TERMINATE OUTSIDE THE BUILDING b. UNLE55 FUNCTIONING A5 A COMPONENT OF A WHOLE HOUSE VENTILATION SYSTEM, FANS MUST DE CONTROLLED DY A HUMIDI5TAT WHICH SHALL DE READILY ACCESSIBLE. CONTROLS SHALL BE CAPABLE OF ADJUSTMENT BETWEEN A RELATIVE HUMIDY RANGE OF 50 TO 80 PERCENT. 2) WHOLE HOUSE FANS SHAL HAVE INSULATED LOUVERS OR COVERS WHICH CLOSE WHEN THE FAN 15 OFF. COVERS OR LOUVERS SHALL HAVE A MINIMUM INSULATION VALUE OF R-4.2 3) HEATING AND AIR CONDITIONING SYSTEMS SHALL DE 5IZED, DESIGNED AND SELECTED U51NG THE FOLLOWING METHODS: a. HEAT LOSS AND GAIN ACCORDING TO RCCA MANUAL J. A5HRAE HANDBOOKS OR EQUIV. b. DUCT SYSTEMS 51ZED ACCORDING TO RCCA 29-1) MANUAL D, A5HRAE HANDBOOKS OR EQUIV. c. EQUIPMENT SELECTION ACCORDING TO ACCA 36-5 MANUAL 5 OR EQIV. EXCEPTION: USE OF ALTERNATIVE DESIGN TEMPERATURES NECE55ARY TO ENSURE THE SYSTEM FUNCTION ARE ACCEPTABLE. 1) ANY INSTALLED GAS FIREPLACE SHALL BE A DIRECT -VENT SEALED-COM13U5TION TYPE. 2) ANY WOODSTOVE OR PELLET STOVE SHALL COMPLY WITH US EPA PHASE II EMISSION LIMITS WHERE APPLICABLE AND LOCAL ORDINANCES. 3) AT THE TIME OF ROUGH INSTALLATION OR DURING STORAGE ON THE CONSTRUCTION SITE AND UNTIL FINAL STARTUP OF THE HEATING AND COOLING EQUIPMENT, ALL DUCT AND OTHER RELATED AIR D15TRIDUTION COMPONENT OPENINGS SHALL DE COVERED WITH TAPE, PLASTIC, SHEETMETAL OR OTHER METHODS ACCEPTABLE TO THE ENFORCING AGENCY TO REDUCE THE AMOUNT OF DUST OR DEDRI5 WHCIH MAY COLLECT IN THE SYSTEM. 4) ADHESIVES, SEALANTS AND CAULKS USED ON THE PROJECT SHALL MEET THE REQUIREMENT OF THE FOLLOWING STANDARDS UNLE55 MORE STRINGENT LOCAL OR REGIONAL AIR POLLUTION OR AIR QUALITY MANAGEMENT DISTRICT RULES APPLY. ADHESIVES, DONDING PRIMERS, SEALANTS, SEALANT PRIMERS, AND CAULKS SHALL COMPLY WITH TABLE 4504.1 AND 4504.2 OF THE CGC. 5) AER05AOL ADHESIVES AND SMALLER UNIT SIZES OF ADHESIVES, SEALANTS OR CAULKIING5 OR COMPOUNDS WHICH DO NOT WEIGHT MORE THAN 1 LB AND DO NOT CONSIST OF MORE THAN 16 FLUID OUNCES SHALL COMPLY WITH STATEWIDE VOC STANDARDS AND THE CALIFORNIA CODE OF REGULATIONS TITLE 17, COMMENCING WITH SECTION 94507. 6) PAINTS AND COATINGS SHALL COMPLY WITH TABLE 4.504.3 7) VERIFICATION OF COMPLIANCE WITH TH15 SECTION SHALL DE PROVIDED AT THE REQUEST OF THE ENFORCING AGENCY. 8) CARPETS INSTALLED IN THE DUILDING INTERIOR SHALL MEET THE TESTING AND PRODUCT REQUIREMENTS OF ONE OF THE FOLLOWING: a. CARPET AND RUG IN5TITUTE'5 GREEN LADEL PLUS PEOGRAM b. CALIFORNIA DEPARTMENT OF PUDLIC HEALTH STANDARD PRACTICE OFR TESTING OF V005 (SPECIFICATION 01350) c. NSF/AN51 140 AT THE GOLD LEVEL d. SCIENTIFIC CERTIFICATIONS SYSTEMS INDOOR ADVANTAGE GOLD 9) CARPET CU51ON INSTALLED IN DUILpING INTERIORS SHALL COMPLY WITH THE CARPET AND RUG INSTITUTE GREEN LADEL PROGRAM. 10) CARPET APHE5IVE SHALL COMPLY WITH TABLE CGC 4.504.1 1) AT LEAST THREE RANDOM MOISTURE READINGS SHALL BE PERFOREMED ON WALL AND FLOOR FRAMING WITH DOCUMENTATION FACCEPTABLE TO THE ENFORCING AGENCY PROVIDED AT THE TIME OF APPROVAL TO ENCL05E THE WALL AND FLOOR FRMAING. ALL READINGS SHALL DE TAKEN AT A POINT TWO FEET FOR FOUR FEET FROM THE GRADE STAMPED END OF EACH PIECE TO DE VERIFIED. MOISTURE CONTENT SHALL DE DETERMINED WITH EITHER A PRODE-TYPE OR CONTACT -TYPE M015TURE METER. 1. ALL SMOKE ALARMS SHALL DE UL 217 AND IN ACCORDANCE WITH NFPA 72 AND INTERCONNECTED IN SUCH A MANNER THAT THE ACTUATION OF ONE WILL ACTIVATE ALL. ALARMS SHALL RECEIVE THIEF, PRIMARY POWER FROM THE BUILDING WIRING WITH BATTERY DACKUP. SMOKE ALARMS ARE PERMITTED TO DE SOLELY BATTERY OPERATED IN (E) BUILDINGS WHERE NO CONSTRUCTION 15 TAKING PLACE AND IN AREAS OF BUILDINGS UNDERGOING ALTERATIONS OR REPAIRS THAT DO NOT RESULT IN THE ROMVAL OF INTERIOR WALLS OR CEILING FINISHES, UNLESS THERE 15 AN ATTIC, CRAWL SPACE OR BASEMENT AVAILABLE. 1. ALL SMOKE ALARMS SHALL DE LISTED IN ACCORDANCE WITH UL 217 AND INSTALLED IN ACCORDANCE WITH THE PROVISIONS OF TH15 CODE AND THE HOUSEHOLD FIRE WIRING EQUPMENT PROVISIONS OF NFPA 72. SYSTEMS AND COMPONENTS SHALL DE CALIFORNIA STATE FIRE MARSHAL LISTED AND APPROVED IN ACCORDANCE WITH CALIFORNIA CODE OF REGULATIONS, TITLE 19, DIVISION 1 FOR THE PURPOSE FOR WHICH THEY ARE INSTALLED. 2. HOUSEHOLD FIRE ALARM SYSTEMS THAT INCLUDE SMOKE ALARMS ARE PROHIDITED AND SHALL DE INSTALLED PER NFPA 72. 3. SMOKE ALARMS SHALL DE INSTALLED IN THE FOLLOWING LOCATIONS: a. IN EACH SLEEPING ROOM b. OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE DEDROOM5 c. ON EACH ADDITIONAL STORY OF THE DWELLING, INCLUDING DA5EMENT5 AND HADITADLE ATTICS. 4. WHEN MORE THAN OONE SMOKE ALARM I5 REQUIRED TO DE INSTALLED WITHIN AN INDIVIDUAL DWELLING UNIT, THE ALARM DEVICES SHALL DE INTERCONNECTED IN SUCH A MANNER THAT THE ACTUATION OF ONE ALARM WILL ACTIVATE ALL OF THE ALARMS IN THE INDIVIDUAL UNIT. 5. SMOKE ALARMS SHALL RECEIVE THEIR PRIMARY POWER SOURCE FROM THE BUILDING WIRING PROVIDE THAT SUCH WIRING 15 SERVED FROM A COMMERCIAL SOURCE AND SHALL DE EQUIPPED WITH A BATTERY DACKUP. WIRING SHALL DE PERMANENT AND WITHOUT A P15CONNECTING SWITCH OTHER THAN AS REQUIRED FOR OVERCURRENT PROTECTION. EXCEPTION: EXISTING RESIDENCES E5TA13LI5HED PRIOR TO THE EFFECTIVE DATE OF JANUARY 1, 2010 MAY HAVE THEIR USE CONTINUED IF THEY CONFORM OR ARE MADE TO CONFORM ORTO PROVISIONS OF THESE REGULATIONS TO THE EXTENT THAT REASONABLE AND ADEQUATE LIFE SAFEY AGAINST THE HAZARDS OF FIRE, PANIC AND EXPLOSION IS SU13TANTIALLY PROVIDED. ADDITIONAL MEANS OF EGRESS, THE INSTALLATION OF AUTOMATIC SPRINKLER SYSTEMS, AUTOMATIC FIRE ALARM SYSTEMS OR OTHER LIFE SAFETY MEASURES MAY BE REQUIRED TO PROVIDE REA50NADLE AND ADEQUATE SAFETY. CARBON MONOXIDE AIARMS 1. FOR NEW CONSTRUCTION, AN APPROVED CARDON MONOXIDE ALARM SHALL DE INSTALLED IN DWELLING UNITS AND IN SLEEPING UNITS WITHIN WHICH FUEL BURNING APPLICANCES ARE INSTALLED AND IN DWELLING UNITS THAT HAVE ATTACHED GARAGES. FOR ADDITIONS AND ALTERATIONS, CARBON MONOXIDE ALARMS SHALL ONLY DE REQUIRED IN THE SPECIFIC DWELLING UNIT OR SLEEPING UNIT FOR WHICH THE PERMIT WAS ODTAINED. 2. FOR NEW CONSTRUCTION REQUIRED CARBON MONOXIDE ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE DUILDING WIRING WHERE SUCH WIRING 15 SERVED FROM A COMMERCIAL SOURCE AND SHALL DE EQUIPPED WITH A DATTERY DACKUP. ALARM WIRING SHALL DE DIRETLY CONNECTED TO THE PERMANENT DUILDING WIRING WITHOUT A DISCONNECTING SWITCH OTHER THAN AS REQUIRED DY OVERCURRENT PROTECTION. EXCEPTION: IN EXISTING DWELLING UNITS, A CARBON MONOXIDE ALARM 15 PERMITTED TO DE SOLELY DATTERY OPERATED WHERE REPAIRS OF, ALTERATIONS DO NOT RESULT IN THE REMOVAL OF WALL AND CEILING FIN15HES OR THERE 15 NO ACCE55 DY MEANS OF ATTIC, 13A5EMENT OR CRAWL SPACE. 3. WHERE MORE THAN ONE CARDON MONOXIDE ALARM 15 REQUIRED TO DE INSTALLED WITHIN THE DWELLING UNIT OR WITHIN A SLEEPING UNIT, THE ALARM SHALL DE INTERCONNECTED IN A MANNER THAT ACTIVATION OF ONE ALARM SHALL ACTIVATE ALL OF THE ALARMS IN THE INDIVIDUAL UNIT. 4. SINGLE AND MULTIPLE STATION CARDON MONOXIDE ALARMS SHALL DE LISTED AS COMPLYING WITH THE REQUIREMENTS OF U5 2034. DETECTORS SHALL DE LISTED AS COMPLYING WITH THE REQUIREMENT5 OF UL 2075. DOTH SHALL DE INSTALLED IN ACCORDANCE WITH THE CURRENT EDITION OF NFPA 720. 5. CARBON MONOXIDE ALARMS SHALL DE LOCATED: a. OUTSIDE OF EACH 5EPARATE DWELLING UNIT SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE DE DROOM(5). b. ON EVERY LEVEL OF A DWELLING UNIT INCLUDING DA5EMENT5. FOR ALL NEW CONSTRUCTION UL 2034 OR UL 2075 CARBON MONOXIDE ALARM SHALL DE INSTALLED IN 1N DWELLING UNITS AND IN SLEEPING UNITS WITHIN WHICH FUEL -BURNING APPLIANCES ARE INSTALLED AND IN DWELLING UNITS WITH ATTACHED GARAGES ALARMS SHALL DE INTERCONNECTED & RECEIVE THEIR PRIMARY POWER FROM DUILDING WIRING WITHOUT A DISCONNECT AND DE EQUIPPED WITH A BATTERY DACKUP. IN (E) DWELLING UNITS, ALARMS MAY DE DATTERY OPERATED WHERE REPARIS OR ALTERATIONS DO NO RESULT IN THE REMOVAL OF WALL ANP CEILING FINISHES AND NO ATTIC OR CRAWL5PACE ACCE55 15 AVAILADLE. CARDON MONOXIDE ALARMS MAY DE COM5INIED WITH SMOKE ALARMS IF LISTED AND APPROVED DY THE STATE FIRE MARSHALL. THESE DEFERRED SUDMITTALS SHALL FIRST 5E 5UDMITTED TO THIS OFFICE FOR REVIEW AND COORDINATION. FOLLOWING THE COMPLETION OF THE REVIEW AND COORDINATION A 5UDMITTAL MAY THEN DE MADE TO THE DUILDING DEPARTMENT FOR REVIEW AND APPROVAL, WHICH SHALL INCLUDE A LETTER STATING TH15 REVIEW AND COORDINATION HAS BEEN PERFORMED AND COMPLETED AND PLANS AND CALCULATIONS FOR THE DEFERRED ITEMS ARE FOUND TO BE ACCEPTABLE WITH NO EXCEPTIONS. ❑ PREFABRICATED WOOD TRUSSES FIRE SPRINKLER DRAWINGS ❑ NO DEFERRED SUDMITTAL5 1- 1 ON 1. ALL STUD -BEARING WALLS SPACING TO DE UNSUPPORTED NT (FT.) 16° OC LATERALLY 2. 2X4 STUDS 10' SHALL NOT DE of USED AT EXTERIOR BEARING WALLS 14, 20' STUD SIZE IINJ BEARING N LATERALLY UNSUPPORTED HT (FT.) UNSUPPORTED NT (FT.) 2X4 10' 2X6 10' PAGE lu WHEN SUPPORTING ONE FLOOR AND ROOF (OR HADITADLE ATTIC) SITE 1) CONTRACTOR SHALL RECOGNIZE AND NOTIFY ENGINEER IF CLAY5 OR SOILS, NOT SUITADLE FOR CONSTRUCTION, ARE PRESENT. CONSTRUCTION SHALL NOT CONTINUE WITHOUT APPROVAL DY THE ENGINEER. 2) THE CONTRACTOR AND/OR OWNER SHALL DE RE5PON5IBLE FOR ESTADLISHING AND MAINTAINING ALL PROPERTY LINES AND CORNERS AND SHALL ENSURE THAT CONSTRUCTION 15 WITHIN ALL APPLICABLE SETBACKS AND EASEMENTS. 3) THE ENTIRE AREA TO DE COVERED DY STRUCTURES SHALL DE CLEARED AND GRUBBED TO REMOVE SURFACE VEGETATION A5 REQUIRED. 4) ALL GRADING SHALL CONFORM TO LOCAL GRADING ORDINANCES. GRADE SURROUNDING ANY DUILDING STRUCTURES SHALL DE SLOPED A MINIMUM OF 5% AWAY FROM THE BUILDING PAD FOR A MINIMUM 10' IN ALL DIRECTIONS TO MAINTAIN SUFFICIENT DRAINAGE. WHERE PHYSICAL 0135TRUCTION5 OR LOT LINES PREVENT THIS, AN ALTERNATE METHOD SHALL DE USED TO DIVERT WATER U5ING A SWALE OR OTHER APPROVED METHOD. 5) THERE SHALL DE NO UTILITY TRENCHES WITHIN THE INFLUENCE ZONE OF THE FOUNDATION (A 45 DEGREE ANGLE PROJECTING FROM THE BOTTOM OF THE OUTER EDGE OF ANY FOOTING.) 6) CONTRACTOR SHALL PROVIDE A MECHANISM FOR RETAINING 51TE DRAINAGE ON THE PROPERTY DY USE OF PERFORATED UNDERGROUND DRAINS TIED TO THE PROPOSED ROOF GUTTERS. PROVIDE 10' CLEARANCE TO EXISTING STRUCTURE. PERMIT BUTT F en lt\ITy nn.r. n.. • . _ __ 0 C\ 11(--e n i r-- r % DATE_ AUSMUS ENGINEEF2IN� 3115 JOHNNY LANE CHIGO, CA 95913 PH: (530) 656-8211 �r (ca usmus ffigma t l.com QROF'� S SI0N9 w -- LA Q> w / A , �U) `rte / X.t`Io 651286 1 k"ll 30-2015CI -2 �QF OF CIA1.�F��� DATE, JUN -1, 2015 DESICsNED nY: EDA DRAUN DYs EPA CHECKED BY:_ EDA SCALE: AS NOTED PROJECT " PAGE lu of SHEET NO. AN j..� t„