The URL can be used to link to this page

Home My WebLink AboutB16-2884 026-250-0630WMFP- LIC # 905253 o _® ccoo I CN N U � ® JLo J W O O O —T— a— 3 s i i i s c w co Li Uwcfl WZM QLn wOU 0'-O cno!�O M Z >Z w Cf) U) a_ w Z W ©CL V w ii V CL CL REVISIONS: DATE: BY: 3/20/2017 E.M. DATE: 7/14/16 DRAWN BY: T. 0 SCALE: AS NOTED JOB NUMBER: SHEET CA OF x GENERAL GUIREMENT5: 1. -WORK PERFORMED SHALL COMPLY WITH FOLLOWING: a. THESE GENERAL NO TICE UNLESS OTHERWI5E NOTED ON PLANS OR 5PECIFIGA TION5. b. ALL APPLICABLE LOCAL AND STATE CODES, ORDINANCES AND RE6ULATION5. 2. ON SITE VERIrICATION OF ALL DIMENTION5 AND CONDITIONS SHALL BE THE RESPONSIBILITY OF THE GENERAL AND SUB-GONTRACTOR5. NOTED DIMENTION5 TAKE PRAGEDENT OVER SCALES. BUILDING DE516NER TO BE NOTIFIED I MMEO I ATELY BY CONTRACTOR SHOULD ANY DISCREPANCY OR OTHER OUE5TION ARISE PERTAINING TO THE AORKIN6 DRAWING BEFORE PROCEEDING WITH THE WORK. 3. THE PRANIN65 AND SPECIFICATIONS REPRESENT THE FIN15HED STRUCTURE. UNLE55 OTHERWISE INDICATED, THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION, THE GENERAL CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR- A. ALL CONTRACT DOCUMENTS, GENERAL NOTES, AND ALL ATTACHED OR REFERENCED REPORTS. OMISSIONS AND/0R CONFLICTS BETWEEN THE VARIOUS ELEMENT OF THE CONTRACT DOCUMENTS. B. ALL DIMENTION5 AND CONDITIONS AT THE SITE. G. ANY CONDITION WHICH IN H15 OPINION M16HIT ENDAN6ER THE STABILITY OF THE STRUCTURE. D. VERIFY LOCATION AND DEACTIVE ALL UTILITIES IN AREAS BEFORE PROCEEDING W1TH WORK THAT WILL INTERFERE WITH BUILDINS, SEND PROPER NOTICES, MAKE ALL NECESSARY ARRANC EMENTB AND PERFORM ALL SERVICE5 REQUIRED IN CARE AND MAINTENANCE OF ALL PUBLIC UTILITIES, E. ENSURING PROPER ALIGNMENT, TEMPORARY BRACING AND SHORING TO PROVIDE STRUCTURAL STABILITY OF THE STRUCTURE DURING CON5TRAGTION. F. SECURE MISCELLANEOUS 5UB-CONTRACTS AS REQUIRED FOR COMPLETION OF THE JOB. 6. 5ECURINS FINAL CERTIFICATE OF OCCUPANCY. H. KEEP THE PREM15E5 FREE FROM THE ACCUMULATION OF ALL WA5TE MATERIALS AND RUBBISH CAUSED BY OPERATION AT ALL TIME5. I. THE PREMISES AND ALL FINISHED SURFACES MUST BE CLEANED AND READY FOR OCCUPANCY UPON COMPLETION OF WORK5. 4. ALTERNATIVE TO MATERIALS, EQUIPMENTS, PRODUCTS AND CONSTRUCTION DETAILS OTHER THAN THOSE 5HOWN ON THE DRAWIN65 OR SPECIFICATIONS MAY BE CONSIDERED FOR USE, PROVIDED WRITTEN APPROVAL 5HALL BE OBTAINED FROM THE DE516NER AND THE LOCAL DEPARTMENT OF BUILDING AND SAFETY. 5. ALL WORK5 5HALL BE GURANTEED IN WRITING FOR A PERIOD OF ONE YEAR BY GENERAL CONTRACTOR FROM NOTICE OF 5UB5TANTIAL COMPLETION OF THE BUILDING; SEPARATE ONE YEAR 6URANTEE5 FOR ELECTRICAL, PLUMBING AND RV.A.G. 5UB-GONTRACT5 SHALL BE PROVIDED BY 5U8-CONTRAGTOR5. ROOFING, ROOF FLASHING AND SHEET METAL 115 SHALL BE GURANTEED FOR A PERIOD OF TWO YEARS; AIR CONDITIONING COMPRESSORS SHALL BE GURANTEEDFOR FIVE YEARS. COPIES OF ALL 6URANTEE5 SHALL BE SUBMITTED TO THE OWNER AT THE FINAL INSPECTIONS. GENERAL GONTRAGTOR TO PROVIDE L15T OF 5UB-6ONTRACTOR5 AND VANDOR5 WITH PHONE NUMBERS AND EACH WARANTY, PERIOD LENGTH AND STARTING DATE. ALL ITEMS L15TED ARE PREG2UI51TE TO RETENTION PAYMENTS. 6. ALL WORKS SHALL CONFORM TO THE REQUIREMENTS OF ALL REGULATING AGENCIES EXERCISING AUTHORITY OVER ANY PORTION OF THE WORK. I.E., STATE OF CALIFORNIA, DIV1510N OF INDUSTRIAL SAFETY AND CAL/OSHA, ETC., AND CONFORM TO THE BEST PRACTICE PREVAILING IN THE VARIOUS TRADES COMPRISING THE WORK, A5TM DE516NATION5 SHALL BE AMMENDED TO DATE. 1. ALL FOOTIN655 SHALL REST ON FIRM, NATURAL 501L OR APPROVED COMPACTED FILL. b. CONTRAGTORSHALL PROVIDE TEMPORARY 5HORIN6 FOR EXCAVATION THET REMOVES THE LATERAL. 5UPPORT FROM AN EXI5TING BUILDING. q. UNDERPINING OF EXI5TIN5 5TR IOTURE SHALL BE PERFORMED IN GONJUGTION WITH OTHER WORK5 ON THE PROJECT IN A MANNER THAT WILL NOT ENDANGER THE SAFETY OF THE STRUCTURE'S BEING SUPPORTED. 10. CONTRACTOR SHALL PROVIDE TEMPORARY ERECTION BRACINS5 AND 5HORINS A5 REQUIRED FOR STRUCTURAL STABILITY OF THE STRUCTURE DURIN6 CONSTRUCTION. 11. NO TRENGHS OR EXCAVATIONS OVER 5-0" IN DEPTH INTO WHICH A PERSON 15 REQUIRED TO DE50END SHALL BE CONSTRUCTED WITHOUT A PERMIT FROM THE. 5TATE OF CALIFORNIA 01V1510N OF INDUSTRIAL SAFETY. 12. THE EXI5TIN5 FILL, PEATY SOILS, AND ANY OTHER DELETERIOUS 5U55TANCE5 SHALL BE TOTALLY REMOVED FROM BUILDING AREA. THE FILL REMOVAL AND RECOMPAGTION SHALL EXTEND BEYOND THE BUILDINS LINES A DISTANCE EQUALING THE DEPTH OF THE COMPACTED FILL BELOW THE EXTERIOR FOOTINGS. THE EXISTING FILL ON 51TE SHALL BE INSPECTED AND APPROVED BY A,501L ENGINEER BEFORE USE. Y THERMAL AND MOISTURE PROTEGTION: I. ALL SHEET METAL TO BE 26 6A. GALVNIZED IRON UNLE55 NOTICE OTHERWISE. 2. FLASH AND GOUNTERFLASH AT ALL ROOF -TO -WALL CON5ITION5. 3. 6. 1. FLASH AND CAULK WOOD BEAMS, OUTLOOKER5 PROJECTING FROM EXTERIOR WALL5 OR ROOF SURFACES. 4. FLASH ALL EXTERIOR OPENINGS WITH APPROVED WATERPROOF BUILDING PAPER TO EXTEND AT LEAST 3" UNDER THE BUILDING PAPER BEHIND THE WALL COVERING. 5. ALL RANGE VENTS TO BE EXHAUSTED TO OUT 51 DE AIR THROUGH ROOF OR WALL. 6, ALL VENTS AND DUCTS PENETRAININ6 THE ROOF SHALL EXTEND A MINIMUM OF 5" ABOVE THE ROOF SURFACE. 1. PROVIDE FLASHING AT THE TOP OF ALL PARAPETS AND WALL5, UNLE55 NOTICE OTHERWISE. 8. PROVIDE EXHAUST DUCTS A5 REQUIRED FOR RANGE HOOD AND/OR VENTILATION FANS. ENIER&I INSULATION REG REMENT& 3. ALL FLOOR -CEILING ASSEMBLIES OVER UNIN5tULATED 5PAGE5 SHALL BE INSULATED WITH BLANKET TYPE MINERAL OR GLA55 FIBER INSULATION GoNFoRMIN6 To FEDERAL SPECIFICATION WITH A THERMAL RESISTANCE (R) OF NOT LESS THAN Ia. 4. ALL HEATING/COOLING DUCTS LOCATED OUTSIDE THE BUILDING ENERGY ENVELOPE SHALL HAVE ALL JOINTS AND SEAMS 5EALED AND SHALL BE INSULATED WITH A MINIMUM OF I" THICK FIBEROU5 INSULATION. 5. MINERAL FIBER INSULATION SHALL BE INSTALLED IN J015T 5FAGE5 IHENEVER A PLUMBING PIPE OR DUCT PENETRATES A FLOOR -CEILING ASSEMBLIES FROM/MTHIN A WALL. THE INSULATION SHALL LBE INSTALLED TO A POINT 12" BEYOND THE PIPE OR DUCT. b. BOTH THE BUILDER AND THE INSULATION APPLICATOR 5HALL EXECUTE A CARD To VERIFY THAT THE INSULATION HAS BEEN INSTALLED IN CONFORMANCE WITH ARTICLE 5, SUBCHAPTER 1, TITLE 25 OF THE CALIFORNIA ADMINISTRATIVE CODE UPON COMPLETION OF INSULATION INSTALLATION. THE CARD MUST BE POSTED IN A CONSPIGUDU5 LOGATIoN INITHIN THE BUILDINS. 1. REFER TO GF -IR FOR ALL GLAZING AT WINDOW5, SLA55 DOORS, 5KYLIGHT5 AND 5HADIN6 DEVICES AS REQUIRED BY ENERSY CALCULATIONS. 8. ALL INTERIOR WALLS SHALL BE 5/5" GYPSUM BOARD EACH SIDE, FOR NAILING REFER TO SHEET 5-1. H. INSPECTION 15 REQUIRED PRIOR TO TAPING AND FINI5HIN5 (ALL ,JOISTS) INALLBOARD5. 10, INSPECTION I5 REQUIRED FOR ALL INTERIOR AND EXTERIOR IN-PLACE LATH AND WALLBOARDS BEFORE ANY FLA5TERIN6 15 APPLIED. II. PROVIDE 26 GAUGE GALVANIZED FROM FOUNDATION WEEP SCREED ON ALL STUCCO WALLS AT INTER5EGTION OF MUD5ILL AND CONCRETE. 12. 5TLI FIN15H To USE III PORTLAND GEMENT PLASTER WITH WOVEN OR WELDED WIRE LATH WITH NO. 11 GUAGE 1-1/2" LONG WITH 1/16 0 HEAD NAIL OR 16-5UA6E STAPLES X 7/8" LONG LE55 AT ib" O.C. ATTACHED TO TOP PLATES AND SILL. PROVIDE 3.4 METAL LATH AND BACKING AT ALL SOFFITS. 15. SECOND FLOOR TO RECEIVE 3/4" COVERING (OVER 5/b" PLYWOOD 5HEATHING) OF GYP -CRETE OR 1-1/2" LIGHTWEIGHT CONCRETE, PER ARCHITECTURAL DETAILS. 14. ALL INSULATION MATERIALS SHALL BE CERTIFIED BY MANUFACTURE AS COMPLYING WITH THE CALIFORNIA QUALITY STANDARDS FOR INSULATED MATERIALS. 15. MANUFACTURED DOORS AND AINDOW5 SHALL BE CERTIFIED AND LEBELED IN COMPLIANCE WITH THE APPROPRIATE INFILTRATION STANDARDS. 16, CAULK AND SEAL AROUND ALL ININDOS/DPFR5 FRAMES, BETWEEN WALL SOLE PLATES AND FLOOR BETYI EXTERIOR WALL PANELS. 17. CAULK ALL PLIMBING AND ELECTRICAL PENETRATIONS INTO BUILDING ENVELOPE. 18. GA5 FIRED HEATING/COOLING APPLIANCES AND FAUCETS TO GOMPLY WITH EFFICIENCY STANDARDS. 1�. GENERAL LIGHTING IN KITCHEN AND BATHROOMS SHALL HAVE EFFICIENCY OF 25 LUMEN5/WATT5. 20. ALL FAN SY5TEM5 EXHAU5TIN6 AIR FROM THE BUILDING SHALL BE PROVIDED WITH BACK DRAFTDAMPER5. 21, REQUIRED TINTED GLAZING 5HALL BE PERMANENTLY TINTED OR SURFACE GoATED BY MANUFACTURE OF THE GLAZING MATERIAL AND SHALL PROVIDE A MAXIMUM TINTING COEFFICIENT OF 0.15. �) 9 Of 1 I. 5EGURITY NOTE`S FOR NINDON15 AND DOORS: I. ALL 6LA55 AND GLAZING SHALL COMPLY WITH APPLICABLE CODE5 AND M'U57' BE LABELED SAFETY GLAZING FOR IMPACT. 2, ALL 6LA55 LESS THAN lb" ABOVE ADJEGENT WALKING 51URFAGE SHALL BE TEMPERED, 3. ALL SECURITY OPENINGS SHALL COMPLY THE FOLLOWING NOTES: a. DOORSTOPS OF IN-51,NIN5IN6 DOOR5 SHALL BE OF ONE-PIECE GON5TRUGTION WITH THE JAMB OR JOINED BY RABBET TO THE JAMB,. b. ALL PIN TYPE HINGES WITHH ARE ACCESSIBLE FROM GUT5IDE THE 5EGURED AREA WHEN THE DOOR 15 CL05ED SHALL HAVE NON-REMOVEABLE HINGE PINS; IN ADDITION, THEY SHALL HAVE MINIMUM 1/4" DIAMETER STEEL JAMB STUD WITH 114" MINIMUM PROJECTION UNLE55 THE HIN6E5 ARE SHAPES TO PREVENT REMOVAL OF THE DOOR IF THE HINGE PINS ARE REMOVED. c. THE STRIKE PLATE FOR LATCHES AND THE HOLDING DEVICES FOR PROJECTING DEADBOLTB IN WOOD CON5TRUCTION SHALL BE 5EGURED TO THE JAMB AND THE WALL FRAMING WITH SCREWS NOT LESS THAN 2-1/2" IN LENGT+ . 4 d, DEADBOLT5 SHALL CONTAIN HARDENED+ I N�NT5. e. STRAIGHT DEADBOLT5 SHALL HAVE A MINIMUM THROW OF I" AND AN EMBEDMENT OF NOT LE55 THAN 5/5", f. A HOOK-5HAPED OR AN EXPANDING LUG *DEAnBOLT., AHACL.x HAVE A MINI�IUM THROW OF 314".. ; �. WOOD FLUSH TYPE DOORS SHALL BE 1-3/6' THICK MINIMUM WITH SOLID CORE GON5TRUGTION. h. HOLLOW CORE DOORS OR FOORS LE55 THAN 1-3/8" THICK r SHALL BE COVERED ON THE IN51DE FACE WITH 26 GAUGE SHEET METAL ATTACHED W1TH 50REW5 AT 6" 0. G. AROUND THE PERIMETER OR EQUIVALENT. f I. 6LA55 DOORS SHALL HAVE FULLY TEMPERED 6LA55 COMPLYING WITH UP DATED BUILDING CODE OF THE LOS ANGELES COUNTY. .J, EXTERIOR DOORS. DOORS BETWEEN HOUSE AND 6ARA6E, WINDOW5 AND THEIR HARDWARE5 SHALL CONFORM TO THE SECURITY PROVISIONS OF BUILDING CODE. k. A SINGLE 5WIN61NG DOOR, ACTIVE LEAF OF A PAIR OF DOORS, AND THE BOTTOM LEAF OF DUTCH DOORS 5HALL BE EQUIPPED WITH A DEADBOLT AND A DEAD LOCKING LATCH, BOTH BY OPERATED FROM OUTSIDE, DEAD501-T SHALL HAVE A HARDENED INSERT, I" MINIMUM THROW AND 3/8" MINIMUM EMBEDMENT INTO JAMB. I. FROVIDE DOOR VIEWERS, VIEW PORTS OR VIEWING WINDOWS AT ALL DWELLING OR 6UE5T ROOM ENTRANCES, SUCH ININDOW5 OR FORTS 514ALL BE GON571-' UCTED IN GOMPLIANGE WITH 5EGURIT PROVISION OF BUILDING CODE. 4. CYLINDER 5UARD5 SHALL BE INSTALLED ON ALL CULINDER LOCKS WHENEVER THE CULINDER PROJECTS BYOND THE FACE OF THE DOOR OR/15 OTHERWISE ACCESSIBLE TO GRIFPING TOOLS. 5. 5LIDIN6 6LA55 DOORS AND WINDOWS SHALL BE EGUIPFED WITH LICKING DEVICES AND 5HALL BE CONSTRUCTED AND INSTALLED 50 THAT THEY REMAIN INTACT AND ENGAGED WHEN SUBJECTED TO THE TE5T5, 6. SLIDING DOORS AND WINDOW5 SHALL BE PROVIDED ATH A LOCKING DEVICE IN THE UPPER CHANNEL OF THE MOVING PANEL IN THE CLOSED OR PARTIALLY OPEN POSITION. 1. OTHER OPENABLE WINDOWS 5HALL BE PROVIDED WITH 5UBSTANTIAL LOCKING DEVICES. 8. SCREENS; BARRIGADE5, OR FENCES MADE OF MATERIAL. WHICH PRECLUDE HUMAN CLIMBING SHALL BE PROVIDED AT EVERY PORTION OF EVERY ROOF. BALCONY. OR SIMILAR 5URFAGE )NIGH 15 WITHIN 5" OF UTILITY POLE OR SIMILAR STRUCTURE. d. WHEN THE DOOE THAT HAS GLAZED OPENING AITH€N 40" OF THE DOOR LOXK 15 IN THE GL15ED P051TION SHALL BE FULLY TEMPERED 6LA55, OR APPROVED BURGLARY RESISTANT MATERIAL. OR SHALL BE PROTECTED BY METAL BARS, S0REEN5 OR GRILLS WHICH HAVING A MAXIMUM OPENING OF 2". TH15 OPENING SHALL NOT APPLY TO VIEW PORTS OR WINDOWS THAT DO NOT EXCEED.'.)-" IN THEIR GREATEST DIMENTIONS. 10. LOCKS SHALL OPEN FROM INTERIOR WITHOUT USING A KEY, SPECIAL KNOWLEDGE OR SPECIAL EFFORTS. 11. GARAGE DOORS SHALL BE PROVIDED WITH SUBSTANTIAL LOCKING DEVICES SUCH AS GUIDE BARS, BOLTS. GRO55 BARS, AND/OR PADLOCKS WITH MINIMUM q/32" HARDENED STEEL 5HACKL ES AND HARFENED, BOLTED STEEL HASPS. 12. PROVIDE APPROVED GARAGE DOOR 5PRING5 AND ANCHORA5E. GARAGE DOOR 5PRIN65 AND CONTAINMENT DEVICES SHALL BE LABELED. FINISNE5: 1. DRYWALL NAILING 5HALL BE ACCORDING TO APPLICABLE BUILDING CODE REQUIREMENTS FOR THE TYPES AND THICKNESS BEINS USED. 2. : ALL DRYWALL AIGPLICATION5 TO BE INSPECTED AND APPROVED PRIOR TAPING. 3. DRYWALL TO BE "U.S. GYPSUM" 5HEETROCK OR EQUAL. 4. ALL DRYWALL TO BE INSTALLED 1N AGCOTDANGE WITH MANUFACTURE RECOMMENDATIONS, 5, I -HOUR FIRE RE515TANT WALL5 TO HAVE 5/5" 5HEETRQGK TYPE "X". 6. ALL TILES MUST BE SET WITH FIRST CLASS TILE SETTER. 1. ALL TILES SHALL BE FIRMLY SECURED IN PLACE WITH FILLED JOINTS AT LEAST 1/16" WIDE, 5. LINES SHALL BE KEPT 5TRAIFHT AND TRUE, AND ALL FINISH 5URFAGE5 BROUGHT TO LEVEL PLANES. �. TILE WORKS 5HALL BE "CERAMIC TILE" (AS SELECTED BY DESIGNER OR OWNER) AND GEMENT MORTAR PER 5FEGIF1GATION5 OF "CERAMIC TILE IN5TITUTE". 10. REFER TO FINISW 5CHEDULE FOR LOCATION OF TILE WORKS. 11. ALL ,PAINT,5HALL-DE "DUNN EDWAR05" OR EQUAL, READY MIXED -PAINT.. 12. FAINTINI & CONTRACTOR SHALL APPROVE CONDITIONS OF PLASTER, > ANY SURFACES PAINTED AND TO SEAL ALL 5URFAGE5. 13. A! L COLORS TO BE SELECTED BY DE5I6NER AND/OR APPROVED BY OWNER, 14. PROTECT ALL ADJACENT SURFACES ArAIN5T PAINT 5PATTERING. 15, PANT -GRADE DOORS SHALL RECEIVE 2-60AT5 ENAMEL. 16. INTERIOR WOODWORS TO RECEIVE 2-GOAT5 ENAMEL, IF NOT STAINED. 11. ALL BUILT-IN CABINETS SHALL RECEIVE 3-60AT5 ENAMEL, IF NOT STAINED. 15. EXTERIOR WOODWORKS TO RECEIVE 3-GOAT5 EXTERIOR PAINT EXCEPT FOR NATURAL FINISH. la. ALUMINUM SASH SHALL NOT BE PAINTED. 20. PUTTY ALL NAIL HOLES AFTER FIRST GOAT, 21. EXTERIOR STUCCO OR PLASTER SHALL HAVE COLOR COAT FINI5H5 A5 SELECTED BY DE516NER AND/OR APPROVED BY OWNER. 22. REMOVE ALL PAINT 5POT5, LEAVE IN A CLEAN AND ACCEPTABLE MANNER, READY FOR OCCUPANCY. 25. PAINTER TO SUBMIT A GOLOR SAMPLE OF AREA TO BE PAINTED FOR DESIGNER OR OWNER'S APPROVAL. 24. PAINTER 5HOULD RETURN AFTER ALL TRADES HAVE COMPLETED WORK5 AND TOUCH-UP ALL PAIN"ll-E-0 AREAS AS REQUIRED. 25. ALL CABINETS (DE515N, TYPE AND F-IN151-1) SHALL BE SELECTED BY THE.OWNER OR DESIGNER. 26. ALL DRAWERS TO HAVE METAL GUIDE5 UNLE55 APPROVED OR REQUESTED BY OWNER. 21. 50-CONTRAGTOR5 TO VERIFY DIMEN51ON5 OF ALL BUILT-IN EQUIPMENT PRIOR TO INSTALLATION, ALL WORK5 TO HAVE A MINIMUM OF FACE NAILS -GLUE ALL STILES. 28. -.ALL SHELVES, POLES AND ATTIC ACCESS (AND LADDER WHERE OGGURS) TO BE SUPPLIED AND INSTALLED BY CABINET CONTRACTOR, 2q. PROVIDE MINIMUM 30" CLEARANCE ABOVE RANSE TO UNPROTECTED CIOMBZTA13LE MATERIAL OR 24" G LEARANCE ABOVE RANGE OR TO OPEN BROILER WHEN METAL VENTILATION HOOD. 30. MODEL FOR ALL APPLIANCES TO BE SELECTED BY OWNER. EL'L--.GTRI GALS I. PLUMBERS AND ELECTRIGIAN5 SHALL CHECK STRUCTURAL PLANS FOR ALL DUCTS, SLEEVES, ETC. INTERFERING WITH STRUCTURAL MEMBERS. IF ANY INTERFERENCE OCCURS, DE515NER SHOULD BE NOTIFIED IMMEDIATELY. 2. PROVIDE APPROVED SMOKE DETECTOR HIRED TO ELECTRICAL 5Y5TEM WHERE APPLICABLE. 3. ALL EQUIPMENTS AND IN5TALLAT1ON5 SHALL BE DONE IN ACCORDANCE WITH THE UP -DATED U.E.G. 4. ELECTRICAL WORKS SHALL CONFORM TO UTILITY COMPANY REQUIREMENTS, ALL MATERIALS SHALL BE. UL APPROVED. 5. ELECTRICAL SUB -CONTRACTOR SHALL PROPOSE LOCATIONS OF METERS, MAINS AND REGEIVING POLE AND OBTAIN OWNER15 APPROVAL FOR IT5 LOCATION WHERE APPLICABLE. 6. CONTRACTOR SHALL FURNI5H AND INSTALL CONDUITS TO TELEPHONE, EQUIPP a T SPACE IN METER AREAS AND INSTALL TELPHONE OUTLETS A5 5HOWN ON PLANS OR ARCHITECTURAL FLOOR PLANS. 1. SYSTEM TO BE GROUNDED. b, SEPARATE CIRCUITS FOR GARBAGE D15PO5AL, WA5HIN5 MACHINE, DRYER AND AIR CONDITIONER. cf. SWITGHE5 TO BE 42" ABOVE THE FLOOR, UNLESS OTHERWISE NOTED ON PLANS. 10. DUPLEX RECEPTACLES TO BE SPACED AT 12'--0" MAXIMUM ALONG WALL AND ANY USABLE WALL SPACE 30" OR MORE IN WIDTH. 11. ELEGTR16AL 5UE-PANEL TO SURFACE OR 711)5I MOUNTED A5 SHOWN, OF CODE GAUGE STEEL AND SHALL BEAR UNDERWRITER'S LABEL, PANEL TO HAVE SUFFICIENT 51N5LE PHASE 20 AMP GIRDUIT BREAKERS FOR LIGHTING AND POWER AND A MULTI -POLE GIRDUIT BREAKER FOR An UNIT. 12. ELECTRICIAN TO SUPPLY ALL KEYLESS FIXTURES, BATH FANS, FLUSH LIGHTS AND TV PREWIRE. MC'NANIGAL 4 PLIUME3IN7: I. FRE5H AIR COMBUSTION IN 5A5 BURNING APPL!ANCE5 SHALL BE MINIMUM 100 50. INGHE5 FOR EACH APPLIANCE WITH A RATING NOT EXCEEDING 100,000 BTU INPUT. PLUS AN ADDITIONAL ONE 5QUARE INCH FOR EACH 1,000 BTU iN EXCESS OF 100,000. 2. EQUIPMENT SHALL BE BEAR A FERMENT AND LEGIBLE NAMEPLATE ON WHIGH 5HALL APPEAR; THE MANU=ACTURE'5 NAME AND RATIN(? OF THE APPLIANCE; A MODEL DE515NATION; 1N5TFJl CTION'✓ FOR THE OPERATION OF THE APPLIANCE, A SEAL OF APPROVAL OF THE API'LIANGE BY AN APPRO`,/ED TE STING LABORATORY. a. EACH UNIT SHALL BEAR A METAL PLATE SECURELY FIXED TO THE APFLIANGE AND READILY A(CE55115LE FOR IN5PECTION, LEG 13LE TO IDENTIFY THE NAME AND APPRE55 OF THE INSTALLER, IF OTHER T HAN THE OWNER. 4. ALL HEATING AI:'PLIAZE5 SHALL BE CONNECTED TO A VENT COMPLYING WITH UP -DATED 5. VENTS AND DUCTS FENETRATING THE ROOFSHALL EXTEND A MINIMUM OF S" ABOVE THE ROOF SURFACE. 6. CHECK THE FRAMING FOR ALL DUCTS, FTG. INTERFER.RIN& WITH 5TRUC7JRE MEMBERS. 7. IN5 T ALL, CONNECT. AND IN5FECT FORCED AIR UNIT AITH DUG T 5 AND VENTS (AND CONDENSER UNIT ON A PLATFORM OPTION) PER MANUFAGTURE'5 5F'E01 ICATION5. 5. THE AIR CIRCULATION 5Y5TEM SHALL INCOPORATE AN AIF, FILTRATION SYSTEM. ALL HEATING AND COOLING DUCTS LOCATED OUT 51DE T HE D+JIL DING ENERGY ENVELOPE: SHALL HAVE ALL JOINTS AND 5EAM5 SEALED. BE INSULATED WITH A MINIMUM OF i" THICK (0.6 LB5/GU, FT) FIBEROU5 INSULATION. 10. HEATING AND AIR CONDITIONING CONTRACTOR TO INSTALL THERMOSTAT FOR HVAC SYSTEM ZING THERMOSTAT WIRE FRE-IN5TALLED BY ELECTRICIAN. 11. NO PIPES, CONDUITE OR DUCTS 5HALL BE EMBEDDED INTO STRUCTURAL MEM5ER5 OR FOOTIN65 UNLE55 SO 5HOWN ON THE PLANS OR APPROVED BY ENGINEER. 12. ALL PLUMBINS VENT5 5HALL GO THROU6H ROOT= WITH A MINIMUM OF lo' -O" FROM ANY PROPERTY LINE. 13. MINERAL F15ER INSULATION 5HALL BE INSTALLED IN JOIST SPACES WHENEVER A PLUMBING PIKE OR DUCT PENS TIRAT A FLOOR -CEILING ASSEMBLIES OR WHERE SUCH A UNIT PASSED THROUGH THE PLANE OF THE FLOOR -CEILING A55EM5LIES FROM WITHIN A WALL. THE INSULATION SHALL BE INSTALLED TO A POINT 12" BEYOND THE PIPE OR DUCTS. 14. WATER HEATERS O'\/EER 4'-0" IN HE16HT FROM BABE TO TOP Of= TANK CASE SHALL HAVE RIGID WATER CONNECTIONS, WATER HEATERS III ITH NON-RIG10 CONNECTIONS SHALL BE STRAPPED FOR LATERAL 5UPPORT. 15, NO TUf3 ACCESS FANEL SMALL BE REGUIRED. PROVIDE R1610 JOINT CONNECTIONS FOR ALL BATH TUBS AND SHOWER UNITS WHERE APPLICABLE. 16. ALL STEAM AND STEAM CONDENSATE RETURN P1PUNr7 AND ALL CONTINUOUSLY CIRCULATING DOMESTIC OR HE'ATINO HOT PIPINS SHALL BE INSULATED AD REQUIRED 5Y THE PLUM51% DIVISION. 11. ALL 6,45 APPLIANGES. EXCEPT WATER HEATERS AND RANGE TOP 5URNER5. 5HALL BE EQUIPPED WITH INTERMITTENT 16NITION DEVICES. lb. PROVIDL BACK DRAFT DAMPERS ON ALL EXHAUST FAN SYSTEM. Iq. FIRE PROTECTION (WHERE APPLICABLE): a. PROVIDE PORTABLE FIRE EXTIN5U15HERS WITH A RATING OF NOT I. THAN 2A 10 E36 FOR BUILDINS AREA AND 5 BG FOR DARKING AREA, AS REQUIRED BY FIRE DEPARTMENT FIELD INSPECTOR. b. CONTRACTOR 5HALL FROVIDE PORTABLE EXTINGUI5HERS NITH A, RATING OF NOT LE55 THAN 4A 40 56 DURING GON5TRUCTION. 20. ALL SPECIFICATIONS TO BE GHr�KED AND VERIFIED WITH GENERAL CONTRACTOR. 21. SEE PLANS FOR LOCATION OF ALL UTILITY SERVICES. 22. 5TUB OUT 2'-0" FOR SEWER HOOK-UP, 23. ALL OVERHEAD PLUM51N5 TO BE COPPER OR A5 OTHERWISE NOTED. 24. ALL PLUMBING FIXTURES TO BE ACID RE515TANT, 25. PLUMBER TO INSTALL CONDENISA T ION LINE FOR AIR CONDI T IO R. 26. PLUMBER TO HOOK-UP AND IN5TALL PROPER NATER LINE TO RLFREIGERA T OR FOR ICE -MAKER WHERE APPLICABLE. 21, PROVIDE (5A5 FOR F.A.U. WHERE APPLICABLE. 25. PROVIDE AIR CHAMBERS AND/OR RUBBER 6ASKET5 ON WATER LINES TO REDUCE PIPE N015E WHERE APPLICABLE. 21. PROVIDE CONTINUOUSLY CIRCULATING WATER FROM HOT WATER HEATER TO ALL SINKS REOUIRIN65 HOT WATER. PROVIDE SYSTEM LAYOUT AND SPECS, FOR OWNER'S APPROVAL, REVIEWED I -OR CODE COMPLIANCE APR 0 5 2097 TRB AND ASSOCIATES PERMIT # BUTTE ouN(Y C)rv5LIP s5fivIcES REVlE1�' D I�Or CODE �C�lI11F'l:ReI7-7E DATE LIC 905253 A' 0 i a c) C) CD a �• wco wQ wpU afo cncr_o m,:�; >zw z V) IL IL IL REVISIONS: DATE: BY; i i i DATE: DRAWN BY: SCALE: JOB NUMBER: SHEET GJ Nal OF 0 1 12$ -'3i 19-8" 6 -5" 2p-1 1 4 ol J I JI 3091-0 16A 6A 6.14 -CTRICAL 5U- -r 11011 PA14EL 1 1 '-31"-3 Ic Z .4 L I NIEENI 0) 0 344 0 Flo .117 2P-8p� ILI 0 0 in 2'-3" C 2 LL HALL 1% -1 4'-88 77FF L i 3 m 010 04 m *1 3- 08� 1 6P-22' n 4MC, 4V-0 5.14 1 1 1 s'w F87 i l'— i ti" 3 09" 2'- 61 17'- 113 2 64'-0" 1140 = V-0" 6GALF- 1w om ll,-lo3,, 8 loiz�lo 4036 $44 i l'— i q" 24'-95,, 8 5%p IN 18'-,3A" 0 0 0 m 91 11'-1 31, 09 3061a 3030 0 CA$ "00 N m IN *7 40'�-C Lnloo C14 0 I A A-4 r-LOOfR PLAN NOTEe 1. F15ERGLASS TUB WIT�4 TEMPERED GLASS ENCLOSURE TO 12'. SHOWER STALLS AND TUB ENCLOSURES TO HAVE THRESHOLD 2'-V DEEP. SHOWERHEAD5 FLOW NOT TO EXCEED 20 Gr -M -s 50 P&I 2, TOILET SHALL HAVE RATE OF 1.2& GFF. WATER CLOSET COt-TiFARTMENT TO BE MIN. 3:101 WIDE (31' STUD To STUD) AND 24' CLEAR IN FRONT OF WATER CLOSET. < 3. GRANITE TOP AT BATHROOM VANITY 4. FREE STANDING RANGE. PROVIDE 30' SPACE WITH GA67 AND SHUT OPP VALVE 4 1110V BEHIND RANGE. PROVIDE 30'(UNPROTEXTED) 24' (PROTECTED) HEIGHT FROM il,'ITCHEN RANGE TO COMBUSTIBLE MATERIAL r5l. EXHAUST HOOD. PROVIDE Ilov AT 12' OR VERIFY WITH MANIUF. RECC� �11ENDATIONS (0. 3a' SPACE FOR REFRIGERATOR- PROVIDE IIOV OUTLET AND COLD WATER FOR ICE MAKER 1. PROVIDE IIOV FOR DISHWASHER a. PROVIDE IIOV BELOW SINl< AND SWITCH AT 42'FoR GARBAGE DISPOSAL 1B. KITCHEN COUNTER To HAVE FORMICA TOP. RECEPTACLES OVER KITCHEN AND DINING COUNTERS SHALL HAVE AT LEAST ONE RECEPTACLE FOR EACH 45' OF COUNTER SPACE. 10. TEMPERED GLASS II. PROVIDE GAS WITH SHUT OFF VALVE 4 220V FOR DRYER VENT DRYER TO THE OUTSIDE PROVIDE Ilov FOR W514ER 12. 40 GAL. WATER PEA"I'ER MODEL 11 GVIFF,33T BY AMERICAN APPLIANCES. PROVIDE GAS OUTLET, TEMP.4PRESSURE RELIEF VALVE AND FULL SIZED DRAIN O= GALVANIZED STEEL OR HARD -DRAWN COPPER TO THE OUTSIDE Ot= THE 5UILDING WITH THE END OF PIPE NO MORE THAN 24' OR LESS THAN (o' ABOVE THE GRADE, P0!NTING DOWNWARD, THE TEMINAL END BE INCr INTPREADED. STRAP WAT ER HEATER To RESIST MOVE DUE To EARTHQUAKE. STRAPS TO BE WITHIN THE UPPTER AND LOWER 1/3 OFF THE HEATERAND 4'MIN. FROM ANU CONTROLS. MIN.CLEARANCE5: SIDE AND REAR 3'FRONT 6- 13. ALL WINDOW AND GLASS DOORS TO BE DUAL GLAZED. WINDOWS TO RECEIVE WOOD STOOLS AND APRONS. 14. INTERIOR WALLS TO BE 2X4 AT Iro" O.0 WITH I/2'GYP5UM WALL50ARD W!TH 5d COOLER NAILS AT '1' O.C. INBLOCKED (UNLESS NOTED OTHERWISE) PROVIDE 5/a' GYPSUM 50ARD AT AL CEILINGS I El. SMOKE DETECTORS To RECEIVE THEIR PRIMARY POWER FROM BUILDING WIRING AND EQUIPPED WITH A BATTERY 5AC<,Up I ro. 22'X30' ATTIC ACCESS. IROVIDE LIGHT AT FORCED AIR UNIT AND SWITCH AT OPENING. PROVIDE 241 WALK MIN. AND 30' PLATFORM IN FRONT OF FURNACE. PR-OvIDE UTILITIES As REQUIRED. 11. AIR CONDITIONING. PROVIDE EL. DISCONNECT. 18. HEADERS AT ALL EXTERIOR WALL OPENINIG To 7= -l -E 4Xi2 D.FN02 UNLESS OTHERU115E NOTED la OUTDOOR AC UNIT SHALL REST ON A CONCRETE BASE AT LEAST 3 INCHES ABOVE THE ADJOINING GROUND LEVEL. CMC SECTION 11CC-2 20. ATTIC FURNACE 21� LAVATORY FAUCETS: 12 GPM 22. KITCHEN FAUCETS: 13 GPM WITH 22 GIM TEMPORARY FLOW 23. DIRECT -VENT GAS FIRtEPLACE o t -r) r -- APR 0 5 2017 TRB AND ASSOciATES PERMIT BUTTE COUNTY MELOPMENT SERVICES REVIEWED FOR CODJ�- GOMPLIANCE DAT y LIG 1'aO52�3 cq 0 > zz (P hild) W() U Z4 wz-j IL a j IL REVISION5: DATE: 5Y: 3/10/17 TO IDATE: 1/14/16 DfRALUN 5Y: T.o 5 C; A L 1/4'= V- 0 %."05 Num5EIR: 000 c44f=-ET Aml OF 11EELECTRUCAll. PLAN 1/4"=1, -OEC 60,4LE ELECRICAL PLAN NOTES 1. EXHAUST FAN WITH AIR CHANGES PER HOUR 2. ALL LIGHT FICTURES IN CLOSETS TO BE 18" MIN. FROM EDGE F SHELVES MEASURED HORIZONTALLY. RECESSED AND FLUORESCENT FUCTIRES SHALL BE MIN. OF 6" PENDANT LIGH ARE NOT PERMITTED. 3. SMOKE ALARMS SHALL BE INTERCONNECTED IN SUCH A MANNER THAT THE ACTIVATION OF ONE ALARM WILL ACTIVATE ALL OF THE ALARMS IN THE INDIVIDUAL UNIT. CRC SECTION R314.4 4. ALL OUTDOOR RECEPTACLES TO BE PROVIDED WITH WATERPROOF ENCLOSURES. CEC ARTICLE 406.9 5. BRANCH CIRCUIT(S) PROVIDED TO SUPPLY THE LAUNDRY RECEPTACLE OUTLET(S) SHALL HAVE NO OTHER OUTLETS. CEC ARTICLE 210.11(C)(2) 6. BRANCH CIRCUIT(S) PROVIDED TO SUPPLY BATHROOM RECEPTACLE OUTLETS) SHALL HAVE NO OTHER OUTLETS EXCEPT WITH THE SAME BATHROOM CEC ARTICLE 210.1(C)(3) 7. AT LEAST TWO 20 -AMP SMALL -APPLIANCE BRANCH CIRCUITS TO SUPPLY KITCHEN COUNTERTOP RECEPTACLES. THE BRANCH CIRTUITS SHALL ONLY SUPPLY RECEPTACLES OUTLETS WITHIN THE SAME KITCHEN. CEC ARTICLE 210.52(13)(3) 8. ALL 125 -VOLT, AND 15- AND 20 -AMP RECEPTACLES SHALL BE LISTED TAMPER-RESISTANT RECEPTACLES. CEC ARTICLE 406.12 9. LIGHTING FIXTURE OVER BATHTUBS AND SHOWER SHALL BE SUITABLE FOR DAMP LOCATIONS. CEC ARTICLE 410.10(A) 10. LOW EFFICACY OUTDOOR LIGHTING TO BE CONTROLLED WTI H MOTION SENSORS NOT HAVING AN OVERRIDE OR BYPASS SWITCH OR CONTROLLED BY PHOTOCONTROL, ASTRONOMICAL TIME CLOCK, OR ENERGY MANAGEMENT CONTROL SYSTEM. CENC SECTION 150.0(K)9 11. NEW WATER HEATER SHALL INCLUDE THE FOLLOWING COMPONENTS PER CENC SECTION 150.0(N): A. A 120V ELECTRICAL RECEPTACLE THAT IS WITHIN 3 FEET FROM THE WATER HEATER AND ACCESSIBLE TO THE WATER HEATER WITH NO OBSTRUCTIONS; AND B. A CATEGORY III OR IV VENT, OR A TYPE B VENT WITH STRAIGHT PIPE BETWEEN THE OUTSIDE TERMINATION AND THE SPACE WHERE THE WATER HEATER IS INSTALLED; AND C. A CONDENSATE DRAIN THAT IS NO MORE THAN 2 INCHES HIGHER THAN THE BASE OF THE INSTALLED WATER HEATER, AND ALLOWS NATURAL DRAINING WITHOUT PUMP ASSISTANCE; AND D. A GAS SUPPLY LINE WITH A CAPACITY OF AT LEAST 200,000 BTU/HR. 12. BATHROOM FAN THAT SHALL PROVIDE WHOLE -BUILDING VENTILATION TO MEET INDOOR AIR QUALITY (IAQ) REQUIREMENTS. THE FAN SHALL BE 56.3CFM MINIMUM AND BE ON AT ALL TIMES WHEN BUILDING IS OCCUPIED. CENC SECTION 150.0(0) & ASHRAE 62.2 SECTIONS 4 13. BATHROOM EXHAUST FANS SHALL BE ENERGY STAR COMPLIANT AND PROVIDE WITH HUMIDITY CONTROL CGBSC SECTION 4.506.1 IN Rp,�fjrV°ED E=OR CODE CoNa'PI_IRNCE p p 5 2917 E ASD NoCCt�TE -_RMIT # BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CCDM COM!4_11AN0E f �2 DATE q{ /i (/ 7 _ _. _ __ _ ._ by ELECTRICAL -- LEGEND SINGLE POLE ELECTRICAL SWITCH DUPLEX CONVENIENCE OUTLET AT +12" �0 ABOVE FINISH FLOOR - U.N.O. BATTERY BACKUP, INSTALL PER. DUPLEX, CONVENIENCE OUTLET WITH _r q_ GROUND FAULT INTERRUPTER D 220V OUTLET `gym 1/2 HCT DUPLEX CONVENIENCE OUTLET AT +12" ABOVE FINISH FLOOR U.N.O. DUPLEX CONVENIENCE OUTLET WEATHERPROOF WP LZLId to SINGLE POLE ELECTRICAL SWITCH - Q -v VACANCY SENSOR NOTE: RECEPTACLE OUTLETS SHALL BE MAX. 12' O.C., WITHIN 6' OF THE END OF WALLS, AT EA. KITCHEN AND DINING AREA COUNTERTOP WIDER THAT 12". LOCATED SO THAT NO POINT ALONG THE COUNTER IS GREATER THAN 24" FROM A RECEPTACLE.AND AT LEAST ONE OUTLET IN ANY HALL GREATER THAN 10' F SURFACE MOUNTED/ FUR/ MR MOIST RESISTANCE TELEVISION OUTLET AT +12" FINISH FLOOR - U.N.O. TELEPHONE OUTLET AT +12" FINISH FLOOR - U.N.O. —;] PUSH BUTTON CHIMES RECESS MOUNTED "J" BOX FOR LIGHT BAR (VERIFY SIZE) (FLUORESCENT WHERE NOTED) WALL MOUNTED LIGHT FIXTURE AT +72" ABOVE FINISH FLOOR -C�- CEILING MOUNTED LIGHT FIXTURE Fk-�-- (FLUORESCENT WHERE NOTED) HANGING LIGHT FIXTURE LED RECESS DOWNILIGHT LIGHT FIXTURE AT +42" ABOVE FINISH FLOOR. �0 3 -WAY ELECTRICAL SWITCH AT BATTERY BACKUP, INSTALL PER. AT +42" ABOVE FINISH FLOOR. _r q_ DIMMER SWITCH AT D AT +42" ABOVE FINISH FLOOR. `gym MOTION SENSOR - Q -v VACANCY SENSOR NOTE: RECEPTACLE OUTLETS SHALL BE MAX. 12' O.C., WITHIN 6' OF THE END OF WALLS, AT EA. KITCHEN AND DINING AREA COUNTERTOP WIDER THAT 12". LOCATED SO THAT NO POINT ALONG THE COUNTER IS GREATER THAN 24" FROM A RECEPTACLE.AND AT LEAST ONE OUTLET IN ANY HALL GREATER THAN 10' F SURFACE MOUNTED/ FUR/ MR MOIST RESISTANCE TELEVISION OUTLET AT +12" FINISH FLOOR - U.N.O. TELEPHONE OUTLET AT +12" FINISH FLOOR - U.N.O. —;] PUSH BUTTON CHIMES RECESS MOUNTED "J" BOX FOR LIGHT BAR (VERIFY SIZE) (FLUORESCENT WHERE NOTED) WALL MOUNTED LIGHT FIXTURE AT +72" ABOVE FINISH FLOOR -C�- CEILING MOUNTED LIGHT FIXTURE Fk-�-- (FLUORESCENT WHERE NOTED) HANGING LIGHT FIXTURE LED RECESS DOWNILIGHT LIGHT FIXTURE HOLLYWOOD LIGHTS WITH OPT. MOTION SENSOR STRUCTURED WIRE MULTI OUTLET ---( 4' FLUORESCENT LIGHT PRE -WIRE FOR CEILING FAN & LIGHT W/ OPTIONAL DIMMER SWITCH NOTE: G.F.I. PROTECTED OUTLETS SHALL BE PROVIDED IN THE FOLLOWING LOCATIONS. 1) IN ALL GARAGES, AT RECEPTACLES WITHIN 5' OF A, SINK OR BASIN. AT ALL EXTERIOR RECEPTACLES (WATERPROOF) NOTE: ELECTRICAL SUB -PANELS SHALL NOT BE LOCATED IN THE VICINITY OF EASILY IGNITABLE MATERIALS SUCH AS CLOTHES CLOSETS NOTE: FLUORESCENT RECESSED CAN LIGHT BULBS WILL HAVE ELECTRONIC BALLAST AND WILL BE 3500 KELVIN AND 26 WATTS - 26 WATT FLUORESCENT BULB IS STANDARD IN THE INDUSTRY FOR CAN LIGHTS NOTE: DINING ROOMS, LIVING ROOMS, BEDROOMS, CLOSETS, HALLWAYS, OR SIMILAR ROOMS OR AREAS PER CEC —ARTICLE 210.12(A) BRANCH CIRCUITS WILL BE ARC FAULT CIRCUIT PROTECTED, PER NEC 210-12 (b) I LIC # 905253 SMOKE DETECTOR - HARDWIRE W/ �0 BATTERY BACKUP, INSTALL PER. U �Z w 0� MFGR'S. SPECIFICATIONS SMOKE & CARBON MONOXIDE DETECTOR HARDWIRE W/ BATTERY BACKUP, INSTALL LZLId to PER MFGR'S. SPECIFICATIONS sD BATTERY OPERATED SMOKE DETECTOR Q CEILING ELECTRICAL JUNCTION BOX wc* LLL EXHAUST FAN ( MIN. 100 CFM.) X F COMB. EXH UST FA ' AND NN(L LIGHT (FLUORESCENT WHERE NOTED ) --N ui (MIN. 56.3 CFM.) HOSE BIBB W/ NON -REMOVABLE .� HB BACKFLOW PREVENTION DEVICE 0 COLD WATER STUB -OUT WITH VALVE •5 FOR ICE -MAKER W a a —F F.G. FUEL GAS OUTLET ' W/ VALVE OR KEY T.0 �—( UNDER CABINET FLUORESCENT LIGHT HOLLYWOOD LIGHTS WITH OPT. MOTION SENSOR STRUCTURED WIRE MULTI OUTLET ---( 4' FLUORESCENT LIGHT PRE -WIRE FOR CEILING FAN & LIGHT W/ OPTIONAL DIMMER SWITCH NOTE: G.F.I. PROTECTED OUTLETS SHALL BE PROVIDED IN THE FOLLOWING LOCATIONS. 1) IN ALL GARAGES, AT RECEPTACLES WITHIN 5' OF A, SINK OR BASIN. AT ALL EXTERIOR RECEPTACLES (WATERPROOF) NOTE: ELECTRICAL SUB -PANELS SHALL NOT BE LOCATED IN THE VICINITY OF EASILY IGNITABLE MATERIALS SUCH AS CLOTHES CLOSETS NOTE: FLUORESCENT RECESSED CAN LIGHT BULBS WILL HAVE ELECTRONIC BALLAST AND WILL BE 3500 KELVIN AND 26 WATTS - 26 WATT FLUORESCENT BULB IS STANDARD IN THE INDUSTRY FOR CAN LIGHTS NOTE: DINING ROOMS, LIVING ROOMS, BEDROOMS, CLOSETS, HALLWAYS, OR SIMILAR ROOMS OR AREAS PER CEC —ARTICLE 210.12(A) BRANCH CIRCUITS WILL BE ARC FAULT CIRCUIT PROTECTED, PER NEC 210-12 (b) I LIC # 905253 O �0 w/ N IM U �Z w 0� 0}z LZLId to wc* LLL Hz X NN(L ui z W 0 IL W a a REVI&IONS: 3/10/17 T.0 DATE: _ -1/14/1Fo D RA1 UN 5Y:_ T.O SG,4LE: J05 NU1' 5ER: 000 SHEET Am2 OF WIN PANEL, VERTICAL 610i'li Il CEDAK,"I'LL WITH HA;RDIE TRIM BATTEN MIN Ul I SCALE: 1/4"=1 ' -0 2,33 L5 CLASS ',A' MIN. C IP.Ir2 5I4,`N\:;L Rte" OVERID L5 PtPF R OVERli'N'' CSX XCX iii 05ED) FLYL%° P -PA=IL INDEX 1,10.741,; !,l ! Ocl &-(o-12 F,PaL, VtFTICSIDNIGG ltd CEOA111-L WITH HARVIE Tri i 5, " _�1 'HT LEVAI fUN SCALE�QR roDE GnT��L1H�� EFT ELEVATION---- : 1 /4 =1-T- 0 " SCALE: 1 4 =1 -0";p; 5 2017 23: L5 C:L �,S W MIK CC 1 .V2 lfll i LET177,00F OVER 13 LB PAPER OVER Lt ' CL%X (CCX liPE-RE XFV '7') PLn0C- F AN Em 1" 1 NO E X IN1024/0 ill/ 1,0d' 6-&-12 FRONT ELEVATION SCALE: 1/4"==1'_0"` 12 135 ATTIC YE-111LAT1 TOTAL. AREA: 2,6,30 5,QFT. X 144 IN/60FT,=31x,1210 ry ,IN, IRE -:Q IRED VENTILATION'- 31-9,120 SaUNJIDO=2E�,2 ,1N. PROVI IE. (2)14'X24' ATTIC C VENT W1 C,..I &C :. N-/ 12 60.1N. Xzz VVE: (2�4) 1/? X22 112' VENT W CMI TOTAL VF_NTIL AtON Er, OYIDED: 2,56)2 S ,IN.: T per\\\\ �a OARDEAL `� �� 1%- 1�,\\ �� . \cam � � � � � � 1 Moderate contact joint with joint flashing Panels are butted together lightly. 2 Calil€ced joint 1/8 -in. gap loft between paneIs is filled with caulk. (not applicable for ColorPius) 3 Flattened joint HardieTrimc batten board covers the joint between panels. 4 H -Channel joint A manufactured W -channel captures the vertical edges of the panels. 1 Simple horizontal joint UFAWater -resistive �,. barrier j`; (( Upper panel 1/4 -In. Gap Flashing ,N l� Lower panel Lower panel 2 Band -board joint a ` Water -resistive Water -resistive barrier ES Upper paries Water -resistive barmier tom. Upper panel barrier Don't caulk �- Upper final cap between I� flashing and I14 -in. dap upper panel. F Fleshing 13 ,i Lower panel i Decorative �� r band board y%� `` �a I� band Epi LIG # 905253 _a 0 cp ct7 Q_ ■ z a REVISIONS: DATE: --5Y- Y:3/20/17 3/20/17 T.0 " D,4TE: i/14/1 D1R14UJN SY: T.O 6CALE: 1/4" =V- 0' JOS NUMBER: ' 000 5NEET A=3 b O� PREMANI 7X4 RI RCKS PRFMANI IFACTI IRFR TRI ISSFS 9X4 RRACF SCALE: 1/4"=l' -O" USSES RRIER 15/32 STRUCTURAL I SHEATHING TYVEK WATER RESISTVE BARRIER HARDIE VERTICAL SIDING HARDIE TRIM BATTEN i i PERMIT # BUT'T'E COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLY NO2 PAJE REVIEWED FOR CODE COMPLIANCE APR 0 5 2017 TRB AND ASSOCIATES LIG #505253 N u EI DRYWALL INSULATION M n} Z I w zz(P W -4d) ( -j m BED ROOM 2 ' wT� w wz BATH ol Ll it i I €I IL --- REV1sIaNs: DATE: 5"r- "►':3/20/17 3/20/17 T.0 �? SCALE: 1/4"=l' -O" USSES RRIER 15/32 STRUCTURAL I SHEATHING TYVEK WATER RESISTVE BARRIER HARDIE VERTICAL SIDING HARDIE TRIM BATTEN i i PERMIT # BUT'T'E COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLY NO2 PAJE REVIEWED FOR CODE COMPLIANCE APR 0 5 2017 TRB AND ASSOCIATES LIG #505253 N u Z +c M n} Z I w zz(P W -4d) ( -j m wT� w wz w IL w REV1sIaNs: DATE: 5"r- "►':3/20/17 3/20/17 T.0 D,4TE: 111411(o DRAWN B"': T.O 5G,4LE: 1/4"=1'-0 JOB NUMBER: 000 SHEET A=4 i of LIC # 905253 ® o co tS � co N �Ur2 a 0 w .� J J S Z goo o0- W 00 UW(o Z Z m W a � O J � � � Q W � Op U y V)1','O 0 BZW u)u)n u W Z W Q is CL W w L d REVISIONS: DATE: BY: 3/20/2017 E.M. DATE: 7/14/16 DRAWN BY: T. 0 SCALE: 3/16"-1'-0" JOB NUMBER: SHEET moi. OF STRAP BEAM TO WALL PRAMINF PER 12/SD2 N 1/4"=l' -O" SCALE FI...Y AT DRAGTRUSS TO WALL 12/SD2 HOOF PLAN STRUCTURAL NOTES: 1.) SEE TYPICAL NOTE SHEET SN ANTI) TYPICAL DETAIL SHEETS SDI -SD2 FOR ADDITIONAL INFORMATION. 2.) TYPICAL ROOF SHEATHING (UNO): 1/2" THICK, APA, TECO, OR PITTSBURGII RATED SHEATHING, SPAN RATING 32/16, EXPOSURE I STRUCTURAL PANELS, APPLIED WITH LONG DIMENSION ACROSS SUPPORTS AND ADJACENT PANELS STAGGERED WITH 4' ENDS OFFSET 4'. EDGE NAILWITH 8d COIN MON OR EQUIVALENT (0.131 " DIA. X 2 1/2") AT 6" 0. C. AT ALL PANEL EDGES, BOUNDARIES, GABLE ENDS, BLOCKING AND WHERE INDICATED ON PLANT. FIELD NAIL AT 12" O.C. PROVIDE 1/8" GAP AT ALL PANEL, EDGES U.N.O. BY PANEL �AANUFACTURER. AT ALL LOW SLOPE ROOFS PROVIDE (1) PANEL CLIP MIN. BETWEEN SUPPORTS AT ABUTTING PANEL EDGES. 3.) SEE NOTE SECTION 8 -SN FOR ROOF TRUSSES BY OTHERS. 4.) TYPICAL HEADER BELONV SHALL BE 6X10 DF -L #2 UNO. 5.) PROVIDE 4X6 POST MIN. AT ALL BEAM AND GIRDER TRUSS BEARING POINTS AND CONTINME IN WALL TO FOUNDATION. 6.) PROVIDE POS. ATTACHMENT OF ALL POST TO BEAM, BEAM TO BEAM, BEAM TO POST, AND POST TO POST CONN'S WITH (2) ST22 STRAPS MIN, AND A35 CLIPS, U.N.O. PER PLAN AND DETAILS. 7.) ANY DISCREPANCIES BETWEEN FRAMING SIIO'",N AND FIELD CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ENGINEER OF RECORD. 8.) ALL EXPOSED FRAMING SHALL BE PRESSURE TREATED WITH TREATMENT PROCESS AND APPLICATION APPROPRIATE FOR EXPOSURE ACCORDING TO MFR'S WRITTEN GUIDELINES. 9.) ROOF TRUSS LAYOUT SHALL BE REVIEWED BY ENGINEER AS TRUSS DESIGNS BECOME AVAILABLE FROM TRUSS MANUFACTURER. CONTRACTOR SHALL OBTAIN SIGNED TRUSS REVIEW LETTER FROM THE ENGINEER OF RECORD AND BUILDING DEPARTMENT APPROVAL PRIOR TO CONSTRUCTION. 10.) CONTRACTOR TO VERIFY THE LOCATION AND LOADING OF ALL TRUSS TO TRUSS MECHANICAL CONNECTIONS. IMMEDIATELY NOTIFY TRUSS COMPANY OF ANY DISCREPANCIES. 11.) ALL STRUCTURAL MEMBERS SHALL BE FASTENED IN COMPLTANCE WITH 2013 CBC FASTENING SCHEDULE, TABLE 2304.9.1, UNLESS NOTED OTHERWISE. Dy cc Cm * EXP. rtit tp ctVi1. P 9 OF CAl�O�� THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE ONLY WITH THE ATTACHED STRUCTURAL CALCULATIONS PERMIT # BUTTE COUNTY ME ELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE _ DATE �r/ //- BY / REVIEWED FOR CODE COMPLIANCE APP 0 5 2017 TIER AND ASSOCIATES LIC # 905253 v1 r 0 a U a 00 N �<tCD U � Z Lo VC a)Q- W 00 w U CO ZZ(m W Q Lo p J o) COY< uj �p0 cf) cl�O ® ]ZW I--::) Q in cf) n LLI W Z W ®t3 L LJ 07 i w0 L a REVISIONS: DATE: BY: 3/20/2017 E.M. I DATE: 7/14/16 DRAWN BY: T. 0 SCALE: /4"=1'-0" JOB NUMBER: 3 SHEET S=2 OF FASTENING SCHEDULE (TABLE 2304.9.1) CONNECTION FASTENING°- LOCATION 1. JOIST TO SILL OR GIRDER 3 - 8d COMMON (2 1/2" X 0.131") KING STUDS PER SCHEDULE Q 3 - 3" X 0.131" NAILS TOE NAIL BLOCK AT ALL SHEATHING SPLICES, AND AT 10'-0" MAX UNBRACED STUD LENGTH 3 - 3" 14 GA. STAPLES OPENING 2. BRIDGING TO JOIST 2 - 8d COMMON (2 1/2" X 0.131") (_R� POST PER PLAN WHERE OCCURS 2 - 3" X 0.131" NAILS TOE NAIL EACH END SSTB20 2 - 3" 14 GA. STAPLES 10 SCREWS 3. 1" X 6" SUBFLOOR OR LESS TO EACH JOIST 2 - Sd COMMON (2 1/2" X 0.131") FACE NAIL 4. WIDER THAN 1" X 6" SUBFLOOR TO EACH JOIST 3 - 8d COMMON (2 1/2" X 0.131") FACE NAIL 5. 2" SUBFLOOR TO JOIST OR GIRDER 2 - 16d COMMON (3 1/2" X 0.162") BLIND AND FACE NAIL 6. SOLE PLATE TO JOIST OR BLOCKING 16d (3 1/2" X 0.135") AT 16" O.C. II II 3" X 0.131" NAILS AT 8" O.C. TYPICAL FACE NAIL 3" 14 GA. STAPLES AT 12" O.C. 2X MUDSILL SOLE PLATE TO JOIST OR BLOCKING AT 3 - 16d (3 1/2" X 0.135") AT 16" O.C. 4 - 3" X 0.131" NAILS AT 16" O.C. BRACED WALL PANELS BRACED WALL PANEL 4 - 3" 14 GA. STAPLES PER 16" AS REQ'D 11 7. TOP PLATE TO STUD 2 - 16d COMMON (3 1/2" X 0.162") 3 - 3" X 0.131" NAILS END NAIL II II to 3 - 3" 14 GA. STAPLES 8. STUD TO SOLE PLATE 4 - Sd COMMON (2 1/2" X 0.131") l I I 4 - 3" X 0.131" NAILS AT 8" O.C. TOE NAIL 3 - 3" 14 GA. STAPLES AT 12" O.C. SHEAR PLY k 2 - 16d COMMON (3 1/2" X 0.162") END NAIL 3 - 3" X 0.131" NAILS -1 11 PER SHEAR 3 - 3" 14 GA. STAPLES 9. DOUBLE STUDS 16d (3 1/2" X 0.135") AT 24" O.C. 1 11 WALL SCHED. I•I II --\\.,, � 3" X 0.131" NAIL AT 8" O.C. FACE NAIL 3" 14 GA. STAPLE AT S" O.C. STUD II II 10. DOUBLE TOP PLATES 16d (3 1/2" X 0.135") AT 16" O.C. 3" X 0.131" NAIL AT 12" O.C. TYPICAL FACE NAIL II II C 3" 14 GA. STAPLE AT 12" O.C. DOUBLE TOP PLATES 8 - 16d COMMON (3 1/2" X 0.162") LAP SPLICE II II 11 12 - 3" X 0.131" NAILS 12 - 3" 14 GA. STAPLES II II 11. BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE 3 - 8d COMMON (2 1/2" X 0.131") 3 - 3" X 0.131" NAILS TOE NAIL II II �I I,I I 3 - 3" 14 GA. STAPLES 12. RIM JOIST TO TOP PLATE 8d (2 1/2" X 0.131") AT 6" O.C. I°I II I --I II II I I i I I f' °rI-- L°L -- - 3" X 0.131" NAIL AT 6" O.C. TOE NAIL 3" 14 GA. STAPLE AT 6" O.C. 13. TOP PLATES, LAPS AND INTERSECTIONS 2 - 16d COMMON (3 1/2" X 0.162") SILL PLATE AND AB 3 - 3" X 0.131" NAILS FACE NAIL 12" 3 - 3" 14 GA. STAPLES 14. CONTINUOUS HEADER, TWO PIECES 16d COMMON (3 1/2" X 0.162") 16" O.C. ALONG EDGE 15. CEILING JOISTS TO PLATE 3 - Sd COMMON (2 1/2" X 0.131") 5 - 3" X 0.131" NAILS TOE NAIL 5 - 3" 14 GA. STAPLES 16. CONTINUOUS HEADER TO STUD 4 - 8d COMMON (2 1/2" X 0.131") TOE NAIL 17. CEILING JOISTS, LAPS OVER PARTITIONS 3 - 16d COMMON (3 1/2" X 0.162") MIN, TABLE 2308.10.4.1 4 - 3" X 0.131" NAILS FACE NAIL 4 - 3" 14 GA. STAPLES 18. CEILING JOISTS TO PARALLEL RAFTERS 3 - 16d COMMON (3 1/2" X 0.162") MIN, TABLE 2308.10.4.1 4 - 3" X 0.131" NAILS FACE NAIL 4 - 3" 14 GA. STAPLES 19. RAFTER TO PLATE 3 - Sd COMMON (2 1/2" X 0.131') 5 - 3" X 0.131" NAILS TOE NAIL 5 - 3" 14 GA. STAPLES 20. 1" DIAGONAL BRACE TO EACH STUD AND PLATE 2 - 8d COMMON (2 1/2" X 0.131") 2 - 3" X 0.131" NAILS FACE NAIL 3 - 3" 14 GA. STAPLES 21. 1" X 8" SHEATHING TO EACH BEARING 3 - Bd COMMON (2 1/2" X 0.131") FACE NAIL 22. WIDER THAN 1" X 8" SHEATHING TO EACH BEARING 3 - Sd COMMON (2 1/2" X 0.131") FACE NAIL 23. BUILT-UP CORNER STUDS 16d COMMON (3 1/2" X 0.162") 24" O.C. 3" X 0.131" NAILS 16" O.C. 3" 14 GA. STAPLES 16" O.C. 24. BUILT-UP GIRDER AND BEAMS 20d COMMON (4" X 0.192") AT 32" O.C. FACE NAIL AT TOP AND 3" X 0.131" NAILS AT 24" O.C. BOTTOMSTAGGERED ON 3" 14 GA. STAPLES AT 24" O.C. OPPOSITE ENDS 2 - 20d COMMON (4" X 0.192") FACE NAIL AT ENDS AND 3 - 3" X 0.131" NAILS AT EACH SPLICE 3 - 3" 14 GA. STAPLES 25. 2" PLANKS 16d COMMON (3 1/2" X 0.162") AT EACH BEARING 26. COLLAR TIE TO RAFTER 3 - 10d COMMON (3" X 0.148") 4 - 3" X 0.131" NAILS FACE NAIL 4 - 3" 14 GA. STAPLES 27. JACK RAFTER TO HIP 3 - 10d COMMON (3" X 0.148") 4 - 3" X 0.131" NAILS TOE NAIL 4 - 3" 14 GA. STAPLES 2 - 16d COMMON (3 1/2" X 0.162") FACE NAIL 3 - 3" X 0.131" NAILS 3 - 3" 14 GA. STAPLES 28. ROOF RAFTER TO 2X RIDGE BEAM 2 - 16d COMMON (3 1/2" X 0.162") 3-3"X0.131"NAILS TOE NAIL 3 - 3" 14 GA. STAPLES 2 - 16d COMMON (3 1/2" X 0.162") FACE NAIL 3-3"X0.131"NAILS 3 - 3" 14 GA. STAPLES 29. JOIST TO BAND JOIST 3 - 16d COMMON (3 1/2" X 0.162") 4 - 3" X 0.131" NAILS FACE NAIL 4 - 3" 14 GA. STAPLES 30. LEDGER STRiP 3 - 16d COMMON (3 1/2" X 0.162") 4 - 3" X 0.131" NAILS FACE NAIL 4 - 3" 14 GA. STAPLES 31. WOOD STRUCTURAL PANELS AND PARTICLE BOARD° 1/2" AND LESS 6d" SUBFLOOR, ROOF AND WALL SHEATHING (TO FRAMING) 2 3/8" X 0.113" NAIL" 19/32" TO 3/4" 8d OR 6d" 2 3/8" X 0.113" NAIL' 7/8" TO 1" Sd° SINGLE FLOOR (COMBINATION SUBFLOOR-UNDERLAYMENT OR 8d° STO FRAMING) d 3/4- AND LESS 6d' fi 7/8" TO 1" 8d• 1 1/8- TO 1 1/4- 1 Od° OR 8d• 32. PANEL SIDING (TO FRAMING) 1/2" AND LESS 6d' 5/8" Bd' 33. FIBERBOARD SHEATHING' 1/2" No. 11 GAGE ROOFING NAIL° 6d COMMON NAIL (2" X 0.113') No. 16 GAGE STAPLE' 25/32" No. 11 GAGE ROOFING NAIL° 8d COMMON NAIL (2 1/2" X 0.131") No. 16 GAGE STAPLE' 34. INTERIOR PANELING 1/4" 4d' 3/8" 6d` a. Common or box naus are permrccea to De uses excepL ""nIe vui-,ao 0-0U. b. Nails spaced at 6 inches on center at edges, 12 inches at intermediate supports except 6 inches at supports where spans are 48 inches or more. For nailing of wood structural panel and particleboard diaphragms and shear walls, refer to Section 2305. Nails for wall sheathing are permitted to be common, box or casing. c. Common or deformed shank (6d - 2" x 0.113 8d - 2 1/2" x 0.131"; 10d - 3" x 0.148") d. Common (6d - 2" x 0.113"; 8d - 2 1/2" x 0.131"; 10d - 3" x 0.148") e. Deformed shank (6d - 2" x 0.113"; Bd - 2 1/2" x 0.131"; 'Od - 3" x 0.148") f. Corrosion -resistant siding (6d - 1 7/8" x 0.106"; 8d - 2 3/8" x 0.128") or casing (6d - 2" x .099'; 8d - 2 1/2" x 0.113") nail g. Fasteners spaced 3 inches on center at exterior ridges and 6 inches on center at intermediate supports, when used as structural sheathing. Spacing shall he 6 inches on center on the edges and 12 inches on center at intermediate supports for nonstructural applications. In. Corrosion -resistant roofing nails with 7/16 inch diameter head and 1 1/8 inch length for 1/2 inch sheathing and 1 3/4 inch length for 25/32 sheathing. I. Corrosion -resistant staples with nominal 7/16 inch crown and 1 1/8 Inch length for 1/2 inch sheathing and 1 1/2 inch length for 25/32 sheathing. Panel supports at 16 inches (20 inches if strength axis in the long direction of the panel, unless otherwise marked). } Casing (1 1/2" x 0.080") or finish (1 1/2" x 0.072") nails spaced 6 Inches on panel edges, 12 inches at intermediate supports. k. Panel supports at 24 inches. Casing or finish nails spaced 6 inches on panel edges, 12 inches at Intermediate supports. I. For roof sheathing applications, 8d nails (2 1/2" x 0.113") are the minimum required for wood structural panels. m. Staples shall have o minimum crown width of 7/16 inch. n. For roof sheathing applications, fasteners spaced 4 inches on center at edges, 8 inches at intermediate supports. o. Fasteners spaced 4 inches on center at edges, 8 inches at Intermediate supports for subfloor and wail sheathing and 3 inches on center at edges, 6 inches at intermediate supports of roof sheathing. p. Fasteners spaced 4 inches on center at edges, 8 inches at intermediate supports. TYPICAL FASTENING SCHEDULE L10 SDI NO SCALE 2 1/2" MAX. DEPTH FOR 2X4 PLATE 3 1/2" MAX. DEPTH FOR 2X6 PLATE �`--5 1/2" MAX A A N;O#r PROVIDE SIMPSON RPS22 STRAP AT EACH PLATE, TOP PLATE (2) MIN PER NOTCH-,, ! PER 6/SD1 1 1/2" -WALL FRAMING MAX, TYP. r PER PLAN, TYP -PIPE AS OCCURS NOTE: DO NOT BORE HOLES OR CUT NOTCHES IN STRUCTURAL WALL PLATES GREATER THAN 1/3 THE PLATE WIDTH WITHOUT WRITTEN CONSENT FROM THE ENGINEER OF RECORD. TYPICAL TOP PLATE NOTCH DETAIL NO SCALE 1/2 STRAP MSTA24 STRAP AT SPLICES, U.N.O. LENGTH BEAM SPLICE AS OCCURS O O 0 0 SIMPSON COLUMN CAP PER PLAN - TYPICAL BEAM DETAIL NO SCALE ALL NON -SHEAR WALLS AND NON-BEARING WALLS TO HAVE HILTI X-CP72 SHOT PINS PER ICC ESR -2379 AT 24" O.C. PER PLAN POST PER PLAN SILL PLATE CONCRETE SLAB -ON -GRADE PER PLAN TYPICAL NON-BEARING WALL DETAIL NO SCALE 9 SDI Q SDI NO SCALE TOP PLATE PER 6/SD1 PROVIDE PANELS A MFR, 1 /8- BLOCK 8 WALL CONTINUES WHERE �-----'OCCURS PER PLAN I (5) 16d +++ + + + PARTIAL PLAN AT TOP PLATE CORNER AND TEE DBL 2X TOP PLATE PER DETAIL BELOW 2 `4 n MST126 STRAP, U.N.O., CENTERED ON DISCONTINUITY STUD DIRECTLY UNDER SPLICE, TYP. ' TYPICAL TOP PLATE DISCONTINUITY (5) 16d AT CORNER OR INTERSECTING WALL 16d SINKERS AT 16" O.C. 4'-0" MIN. LAP LENGTH TYP 16d SINKERS AT 16" O.C. _ (12) MIN. BETWEEN SPLICES 16d SINKERS AT 16" O.C. (i 2) MIN. BETWEEN SPLICES (12) MIN. BETWEEN SPLICES `--STUD DIRECTLY �� j '-DBL 2X UNDER SPLICE, TYP. II TOP PLATE INTERSECTING WALL OR CORNER WHERE OCCURS ----I TYPICAL TOP PLATE SPLICE TYPICAL TOP PLATE SPLICE DETAIL 6 NO SCALE S D I TOP PLATE PER 6/SD1 777 -71 D A STUD WALL ELEVATION KEY O •Ile QTYP HEADER PER PLAN a TRIMMERS PER SCHEDULE I T&B, • KING STUDS PER SCHEDULE Q A35 CLIP AT EACH SIDE OF POSTS AND MULTIPLE KING STUDS. USE A34 AT 4X WALLS ® BLOCK AT ALL SHEATHING SPLICES, AND AT 10'-0" MAX UNBRACED STUD LENGTH ® OPENING © STUD PER PLAN, DF#2 AT 16" O.C. U.N.Q. (_R� POST PER PLAN WHERE OCCURS DBL 2X D A STUD WALL ELEVATION KEY ® HEADER PER PLAN a TRIMMERS PER SCHEDULE © KING STUDS PER SCHEDULE Q A35 CLIP AT EACH SIDE OF POSTS AND MULTIPLE KING STUDS. USE A34 AT 4X WALLS ® BLOCK AT ALL SHEATHING SPLICES, AND AT 10'-0" MAX UNBRACED STUD LENGTH ® NAIL MULTIPLE TRIMMERS/KING STUDS TOGETHER WITH 16d AT 12" O.C. STAGGERED © STUD PER PLAN, DF#2 AT 16" O.C. U.N.Q. (_R� POST PER PLAN WHERE OCCURS AT EXISTING FOUNDATIONS AND AT MISSED AB PROVIDE 1/2" DIAMETER TITEN HD AT REQUIRED SPACING WITH 4" EMBED, 1 3/4" MINIMUM EDGE DISTANCE, 6" MINIMUM END DISTANCE, AND 6" MINIMUM SPACING. LOCATE AND AVOID ALL REINFORCING PRIOR TO DRILLING. INSTALL PER MANUFACTURER'S RECOMMENDATIONS 12" MAX 4'-0" MAX AT (3) STORY AND TALLER 5" MIN 6'-0" MAX AT 1 AND 2 STORY PT DF -L (SEE SHEAR WALL SCHED.) SILL 1 7" MIN PLA r- WASHER I I U 3 X X .229". TYP ' MASA/MASAP ANCHOR OPTION PER NOTE 4 1/2" DIA AB WITH \ 2" HOOK TYP `-FNDN PER PLAN GENERAL NOTES: 1.) SILL PLATE SHALL BE 2X PT DF -L UNLESS NOTED OTHERWISE iN SHEAR WALL SCHEDULE. 2.) PROVIDE (2) BOLTS MIN PER SILL PLATE. 3.) DIAGONALLY SLOTTED PLATE WASHERS WITH A MAXIMUM SLOT LENGTH OF 1 3/4" MAY BE USED WHEN A STANDARD CUT WASHER IS ADDED BETWEEN THE PLATE WASHER AND NUT. 4.) CONTACT SUMMIT STRUCTURAL DESIGN FOR MASA/MASAP ANCHOR OPTION IN LIEU OF ANCHOR BOLTS. 5.) AT SHEAR WALLS, PLATE WASHER MUST BE LOCATED 1/2" OR LESS FROM THE INSIDE FACE OF SHEATHING. TYPICAL FN DN ANCHOR BOLT DETAIL 3 NO SCALE �Dl HOLDOWN SCHEDULE (*SEE ALL NOTES BELOW*) 2X6 WALL OPENING SCHEDULE MINIMUM HOLDOWN POST SIZE (110 MPH, EXPOSURE C) CONCRETE ANCHOR TYPE OPENING WIDTH TRIMMER/S_ KING STUD/S UP TO UP T 4'-0" (1) 2X6 SST616 (1) 2X6 AT EXISTING FOUNDATIONS AND AT MISSED AB PROVIDE 1/2" DIAMETER TITEN HD AT REQUIRED SPACING WITH 4" EMBED, 1 3/4" MINIMUM EDGE DISTANCE, 6" MINIMUM END DISTANCE, AND 6" MINIMUM SPACING. LOCATE AND AVOID ALL REINFORCING PRIOR TO DRILLING. INSTALL PER MANUFACTURER'S RECOMMENDATIONS 12" MAX 4'-0" MAX AT (3) STORY AND TALLER 5" MIN 6'-0" MAX AT 1 AND 2 STORY PT DF -L (SEE SHEAR WALL SCHED.) SILL 1 7" MIN PLA r- WASHER I I U 3 X X .229". TYP ' MASA/MASAP ANCHOR OPTION PER NOTE 4 1/2" DIA AB WITH \ 2" HOOK TYP `-FNDN PER PLAN GENERAL NOTES: 1.) SILL PLATE SHALL BE 2X PT DF -L UNLESS NOTED OTHERWISE iN SHEAR WALL SCHEDULE. 2.) PROVIDE (2) BOLTS MIN PER SILL PLATE. 3.) DIAGONALLY SLOTTED PLATE WASHERS WITH A MAXIMUM SLOT LENGTH OF 1 3/4" MAY BE USED WHEN A STANDARD CUT WASHER IS ADDED BETWEEN THE PLATE WASHER AND NUT. 4.) CONTACT SUMMIT STRUCTURAL DESIGN FOR MASA/MASAP ANCHOR OPTION IN LIEU OF ANCHOR BOLTS. 5.) AT SHEAR WALLS, PLATE WASHER MUST BE LOCATED 1/2" OR LESS FROM THE INSIDE FACE OF SHEATHING. TYPICAL FN DN ANCHOR BOLT DETAIL 3 NO SCALE �Dl HOLDOWN SCHEDULE (*SEE ALL NOTES BELOW*) SIMPSON HOLDOWN MODEL NUMBER MINIMUM HOLDOWN POST SIZE DISTANCE FROM CENTER OF CONCRETE ANCHOR TO FACE OF POST CONCRETE ANCHOR TYPE HOEDOWN FAT POSTS MINIMUM STEM WALL WIDTH SINGLE POUR CONDITION TWO POUR CONDITION HDU2 DBL 2X 1 5/16" SST616 SSTB20 6 SCREWS 6" HDU4 DBL 2X 1 5/16" SSTB20 SSIB24 10 SCREWS 6" 0 9'-0" (2 2X6 (2) 2X6 GENERAL NOTES: 1.) HOLDOWNS SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. 2.) AT 3X MUDSiLL USE SSTBL VERSION OF ANCHOR LISTED ABOVE. 3.) DOUBLE STUDS SHALL BE NAILED TOGETHER WITH 12d (GIA.=0.1.35") AT 6" O.C. STAGGERED. tYPICAL STUD WALL ELEVATIO111,-- hr 0 BLOCK AT ALL 16" MAX SPACING - SD1 NO SCALE SDI CORNER WHERE OCCURS (5) 16d NAILS AT LAPPED CORNERS, TYP REVIEWED " 1- - - -n- - -°IT ---- - SHEAR WALL SCHEDULE - 3/8" THICK SHEATHING AND 16" O.C. STUD SPACING (*SEE ALL NOTES BELOW*) SHEAR MUDSILL THICKNESS SOLE PLATE PANEL EDGE PANEL FIELD "SIMPSON* ALLOW. WALL AND 1/2" DIAMETER NAIL SIZE NAIL SIZE NAIL SIZE L GAP BETWEEN I°I I•I I FiELD NAIL PER ANCHOR BOLT SPACING AND SPACING AND SPACING S REQ'D BY I I ( I I I II SHEAR WALL SCHED. I 2X MUDSILL 12d 0 7* O.C. MIN 8d 0 12" O.C. II II 260 6 AB 0 3'-9" O.C. II II EN PER SHEAR RBC AT 1 -8 Q.C. 4* 2X MUDSILL 12d ®5" O.G. VTWALL SCHED. 8d 12" O.G. A35 AT V-80 O.C. RBC AT 1 -2 O.C. 350 AS REQ'D 11 I° I ! I 11 11 11 EDGES, TYP II II II to COMPRESSION l I I POST AS REQ'D SHEAR PLY k PER HOLDOWN -1 11 PER SHEAR SCHEDULE 1 11 WALL SCHED. I•I II --\\.,, � STUD II II II II ------------ 11 II II II C I°I II II II 11 I HOLDOWN II II lol I•I I 1 PER II I, II II II II �I I,I I SCHEDULE II II I°I II I --I II II I I i I I f' °rI-- L°L -- - II I II -.--� SILL PLATE AND AB SIZE/SPACING PER SCHED. 12" FOR. CODE COMPLIANCE V,C-RMIT # BUTTE COUNTY DEVELOPMENT SEWICES ,PP �Q�� REVIEWED FOR CODE COMPLIANCE BY /�--- TRD AND ASSOCIATES STRUCTURAL SHEAR WALL TYPE "N" FOR A MINIMUM SHEAR WALL LEGEND N L=X' -Y" LENGTH OF X' -Y" PER SCHEDULE BELOW. ---- - SHEAR WALL SCHEDULE - 3/8" THICK SHEATHING AND 16" O.C. STUD SPACING (*SEE ALL NOTES BELOW*) SHEAR MUDSILL THICKNESS SOLE PLATE PANEL EDGE PANEL FIELD "SIMPSON* ALLOW. WALL AND 1/2" DIAMETER NAIL SIZE NAIL SIZE NAIL SIZE A35 AND RBC LOAD TYPE ANCHOR BOLT SPACING AND SPACING AND SPACING AND SPACING CLIP SPACING (PLF) 2X MUDSILL 12d 0 7* O.C. 8d ® 6" O.C. 8d 0 12" O.C. A35 AT 2"-8p O.C. 260 6 AB 0 3'-9" O.C. RBC AT 1 -8 Q.C. 4* 2X MUDSILL 12d ®5" O.G. 8d 4" Q.C. 8d 12" O.G. A35 AT V-80 O.C. RBC AT 1 -2 O.C. 350 AB 0 2'-9" O.C. GENERAL NOTES: 1.) WALL FRAMING: USE 2X OR WIDER DF -L STUDS (PEP, PLAN), SOLE PLATE, TOP PLATES, AND BLOCKING. USE PT DF -L MUDSILL PER SCHEDULE ABOVE. BLOCK ALL PANEL EDGES. 2.) SHEATHING: USE APA RATED (32/16 SPAN RATING) SHEATHING UNLESS NOTED OTHERWISE. EDGE NAIL PANELS AT ALL EDGES, TOP PLATES, SOLE PLATE, MUDSILL, POSTS, AND HOLDOWN COMPRESSION POSTS STUDS. 3.) NAIL SIZES: 8d: 2 1/2" X 0.131" DIAMETER COMMON, OR 2 1/2" X 0.113" DIAMETER HDG BOX, 12d: 3 1/8" X 0.135" DIAMETER SINKER, 20d: 4" X 0.192" DIAMETER COMMON. DO NOT OVERDRIVE NAILS. STAGGER SOLE FASTENING AND PRE -DRILL PILOT HOLES (MAX 75% NAIL DIA) TO AVOID SPLITTING WALL ELEMENTS. 4.) ALLOWABLE LOADS MAY BE MULTIPLIED BY 1.4 WHERE WIND LOADS GOVERN. FOUNDATION PER PLAN MAX. NOTE: STUD SPACING = 16" O.C., U.N.O. CORNER WHERE OCCURS TYPICAL SHEAR WALL ELEVATION TYPICAL SH EAR WALL SCHEDULE EDU LE 1 NO SCALE SDI NO SCALE �Dl o, WESSS//0/v C/D� �No. 75688' . 6/ 0/18 J� CIV1\- OF CAO 3/22/17 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE ONLY WITH THE ATTACHED STRUCTURAL CALCULATIONS 383 Rio Lindo Ave. Suite 200 Chico, CA 95926 P. 530.592.4407 SummitChico.com LLj ® U U 0 2 L1J = U LLJ Cr z J LU Q �® V) 1 LU z U (fi :D LLJ >0 L.L, 0 C� z Ln U CL REVISIONS: z PC#1 3/22/17 DATE: 1/16/17 SCALE: NTS DRAWN BY: RKB JOB NUMBER: 16-369 SHEET: SD1 12 STRAP � LENGTH NOTCH BEAM AT - BEAM PER PLAN PERPENDICULAR PLATES, WHERE OCCURS— _ LSTA18 E.S., UNO. MSTA30 STRAP AT PARALLEL TOP PLATE, UNO TOP PLATE /PER 6/SD1 (2) 16d NAILS, TYP NOTES: 1.) WATERPROOFING, FLASHING, VENTING, AND DRAINAGE BY OTHERS. 2.) PREDRILL SDS SCREW HOLES WITH 5/32" BIT AS REQ'D TO PREVENT SPLITTING. —SHEAR PER SWS TYPE "6", TYP ENTIRE GABLE 16d AT 8" O.C. "*/ E.N. A34 EA. SIDE SOLID BLOCK ROOF PLY AND NAILING PER PLAN LEDGER TRUSS BY OTHERS WITH (3) 16d \2X AT 16" O.C. WALL FRAMING FRAMING PER 8/SD2 PER PLAN LUS HGR AT BRACE ; WHERE WALL BELOW DOES NOT OCCUR •t'�'� 'TP.IMMER/S POST PER PLAN TYPICAL TOP PLATE -BEAM STRAP DETAIL NO SCALE PROVIDE GAP BETWEEN PANELS AS REQ'D. BY MFR., 1/8" MIN. ROOF PLY AND NAILING PER PLAN f r 2X4 OVERFRAMING AT 24" O.C. (3) 16d ROOF PLY I TOENAILS, 3 AND NAILING - ff TY, PER PLAN E.N. PLY AT' SLEEPER, TYP r` T T T T T T, 2X SLEEPER WITH (3) 16d NAILS AT EA RAFTER OR TRUSS \-2X4 VERT. AT 24" O.C. WITH (4) 16d TOP AND (2) 16d TOENAILS BOTT., TYP TYPICAL OVERFRAMING DETAIL NO SCALE TRUSS BY OTHER 12 SD2 2X4 WITH 16d NAILS AT 12" O.C., TYP RAFTER OR TRUSS PER PLAN, TYP 11 SD2 TOP PLATE PER 6/SD1 WALL FRAMING PER PLAN, WHERE OCCURS TYPICAL TRUSS DETAIL NO SCALE ROOF PLY AND NAILING PER PLAN -0" MAX It 2'-0" E.N. FASCIA BYL] E.N' OTHERS NOTE: CONTRACTOR SHALL VERIFY NOTCH DEPTH AND LOCATION WITH TRUSS TRUSS BY OTHERS ,,,HUS HGR, U.N.O. `CONT. 2X6 LEDGER WITH (2) 1/4" DIA. SDS SCREWS WITH 1 1/2- EMBED (2" EMBED WHERE PLY OCCURS) AT 16" O.C. .N. SHEAR PER PLAN WHERE OCCURS SD2 3) 1 6d TOENAILS -� -2X4 FLAT OUTLOOKER AT 24" O.C., NOTCH PLY AND TOP 1 CHORD TO THICKNESS 3" CLR A 3" ^ 3" C FTG TYPE PER PL FORCE WITH #4 i" 0. C. E. W. FOOTING SCHEDULE FOOTING TYPE DIMENSION A DIMENSION B, U.N.O. THICKNESS, U.N.O. F1.5 1'-6" V-6" 12" F2 2'-0" 2'-0" 12" F2.5 2'-6" 2'-6" 12" F3 3'-0" 3'-0" 12" F3.5 3'-6" 3'-6" 12" F4 4'-0" 4'-0" 12- TYPICAL SPREADis NO SCALE CURB PER ARCH: 6" MAX SLAB STEP SEE PLAN (1) #4 CONT: JOINT 1/8" MIN (2) #4 WIDTH 1/4" MAXz CONTINUOUS 1" DEEP MIN __-SLABEDGE • � s `Et�� III -1 \#3III A1� I III AT 12" O.C. III I 'NATURAL GRADE P.T. DF SILL_ AND A.B. E.S. OF POST PER 3/SD1• /MULTIPLE STUD GROUP PER PLAN I 1 (6) 12d TOENAILS OR SLAB PER PLAN T T (6) 16d END NAILS • I I • 1 #4 AT 6- 0. C. "O.C. E.W. o r- 3" CLR, TYP j SPREAD FTG PER PLAN TYPICAL POST AT WALL DETAIL NO SCALE MFR. PRIOR TO CUTTING. III SEAT OUTLOOKER NOTE 3 PROVIDE 3/4" CHAMFER 1/2" ISCLATION JOINT 1 WHERE WALL ABOVE CONCRETE DIMENSIONS PER DOES NOT OCCUR, TYP SLAB -ON -GRADE CONCRETE SLAB -ON -GRADE GABLE END DRAG ARCH PER PLAN PER PLAN. SLOPE PER TRUSS BY OTHERS ADD 2X4 FLAT TO MECH. PAD #4 CONT PER ARCH WHERE REQ'D BRACES LONGER PER ARCH SHEAR PER SWS TYPE OR CURB TYP „ 1'- o" ELEV. PER ARCH rik THAN 6'-0" WITH #4x4 -0 SEE "6", TYP ENTIRE GABLE " AT V-6" O.C. 16d AT 12 O.C. NOTE 3 2X6 BRACE AT o �071, A35 CLIP PER SHEAR WALL "SCHEDULE, OTHERWISE 4 -0 O.C. WITH • • I 4'-0" O.C., TYP. (5) 16d NAILS I EACH END _ .: Lus HGR AT #3 111111 AT 1111-1IIIIIIII 111111111 I PROVIDE GAP BETWEEN PANELS 12 O.C. I I AS REQ'D. BY MFR., 1/8" MIN. I ` . BRACE WHERE I 1'-0" 2x4x2'-0 KEY- -� WALL BELOW TYP. SLAB" /#3 AT 1 -6 O.C. AT 3 -0 O.C. CONSTRUCTION DOES NOTREINFORCING „ JOINT E.N., TYP OCCUR 2X BLOCKING AT 4' -0 O.C., PER PLAN 1 -0 DBL TOP PLATE T&B, (3) 12d T.N. EA. END SPREAD FOOTING PER PER OP NOTES: PLAN WHERE OCCURS (3) 16d T.N. EA BLOCK 1. PREPARE SUBGRADE PER SOILS REPORT IF APPLICABLE. SHEAR PER PLAN 2. SEE PLAN FOR RECOMMENDED SLAB REINFORCING. WHERE OCCURS— WALL FRAMING PER PLAN WHERE OCCURS 3. MAY REDUCE DIMENSION TO 6" IF WALL ABOVE DOES NOT OCCUR. NOTE: SEE DETAIL 1/SD2 FOR ADDITIONAL INFORMATION. NOTE: SEE DETAIL 9/SD2 FOR CONN. OF PERPENDICULAR TRUSS, WHERE OCCURS. 4. GENERAL CONTRACTOR SHALL PROVIDE CONTROL AND CONSTRUCTION JOINT LAYOUT PLAN FOR ENGINEER'S REVIEW PRIOR TO CONCRETE PLACEMENT. TYPICAL GABLE END DRAG TRUSS DETAIL 8 TYPICAL SLAB -ON -GRADE DETAILS F5 TYPICAL FOUNDATION_ DETAIL 2 NO SCALE SD2 NO SCALE LSDJ2 NO SCALE �D2 PERMIT# BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE DATE— �� BY / WALL FRAMING PER PLAN �EVIEINED ROOF PLY AND FOR CODE COMPLIANCE PT DF SILL AND AB PER 3/SD1 I I curAo PER PLAItPR 0 5 2017 NAILING PER PLAN WHERE OCCURS RBC CLIP PER SHEAR COLUMN PER PLAN ROOF TRUSSES CONCRETE TRB ASSOCIATES WALL SCHEDULE, „ 1 SLAB -ON -GRADE � EN ROOF PLY AND OTHERWISE +-u O.C., TYP. BY OTHERSPER PLAN ROUGHEN SURFACE NAILING PER PLAN ADDED H2.5T EA. /" 1 4AMPLITUDEPOST RSC CLIP PER SHEAR TRUSS AND (2) AT E.N. BASE PER PLAN, — • — SIMPSON PBS U.N.O., CENTERED WALL SCHEDULE, MULTI -PLY TRUSSES, WHERE SOLID BLOCKING SLAB -ON -GRADE PER PLAN — ON FOOTING BELOW #4 SLAB TIES 1 1 2 MiN OTHERWISE 4'-0" O.C. TYP ' E N� � DISCONTINUOUS TRUSS H2.5T EA. TRUSS SLOPE FINISHED GRADE, AT 4'-0" OC oO � ° � ITYP OR CONCRETE BY OTHERS " ° ) CLR MIN,8" SLOPE ED - --•GRADE AWAY H2.5T EA. TRUSS AND (2) AT MULTI -PLY TRUSSES SOLID BLOCKING BEAM PER PLAN OCCURS SOLID BLOCK AND (2) AT #4 AT 24 OC VERT, #4_ -SOLID BLOCK WITH „ TI " " f FROM FOUNDATION WITH 12d AT MULTI -PLY TRUSSES X AWAY FROM FOUNDATION o __ ._. __.__.. AT 18 OC HORIZ WHERE 12d AT 16" O.C. 16 O.C. E.N.STEM WALL HEIGHT > 1 -6 --6 MIN FASCIA BY OTHERS _ TOP PLATE PER 6 SD1 ° ° p 112" MIN / O�.O o°.O . #4 CONT T0. AND BOTT E.N. E.N. H2.5T EA. TRUSS SHEAR PER PLAN- - BEAM PER PLAN WHERE OCCURS j 1/2" RATED (32/16) AND (2) AT SHEATHING WITH 8d AT 6" MULTI -PLY TRUSSES 3" CLR, TYP„� SPREAD FOOTING PER O.C. E.N. AND 12” O.C. F.N. 3" CLR a_ 12 PLAN WHERE OCCURS DBL TOP PLATE WALL FRAMING PER PLAN SHEAR PER PLAN PER 6/SD1 OVERHANG SHEAR TRANSFER DETAIL NO SCALE 10 SD2 TYPICAL EAVE DETAIL NO SCALE PER PLAN REINF. PER PLAN NOTE: WEATHER TREATMENT AND CORROSION PROTECTION BY OTHERS. 7 TYPICAL POST FOUNDATION DETAIL 4 TYPICAL SLAB_ FOUNDATION DETAIL 1 SD2 NO SCALE LSDJ2 NO SCALE SD2 Q�OFESSIpN9 K P � cNo. 75688`' * 0/18 s� C/Vi\- gTFOF CALIF 0� 3/22/17 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE ONLY WITH THE ATTACHED STRUCTURAL CALCULATIONS 383 Rio Lindo Ave. Suite 200 Chico, CA 95926 .5 .5 .4407 SummitChico.com U 0 LU 2 Or- lamJ W, N LULUJ LU >0 LL, 0 N m Z z D U CL REVISIONS: Z& PC#1 3/22/17 DATE: 1/16/17 SCALE: NTS DRAWN BY: RKB JOB NUMBER: 16-369 SHEET: SD2 GENERAL STRUCTURAL NOTES 1. GENERAL 3. CONCRETE/ REINFORCING CONTINUED 6. FRAMING / LUMBER CONTINUED A) ALL WORK SHALL CONFORM TO THE 2016 CBC AND ALL APPLICABLE LOCAL CODES. 1) REINFORCEMENT COVER SHALL BE AS FOLLOWS: 6-4 POSTS/TRIMMERS: B) THE ENGINEER (SUMMIT STRUCTURAL DESIGN) HAS PROVIDED AND IS RESPONSIBLE FOR ALTERNATE CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO SOIL: 3" A.) SUPPORT: SUPPORT ALL UPPER LEVEL POSTS AND TRIMMERS IN LOWER LEVELS WITH LONG SPECIFIC STRUCTURAL ITEMS ONLY. ALL OTHER REQUIREMENTS OF THE BUILDING CODE BUILDING CONCRETE WITH SOIL OR WEATHER EXPOSURE: BLKG EQUIVALENT FRAMING AND BLOCK OR OTHERWISE FRAME POSTS THROUGH FLOOR SYSTEMS. LVL INCLUDING WATERPROOFING, FIREPROOFING, DRAINAGE, HANDICAP ACCESSIBILITY, EGRESS BEAM #5 BARS AND SMALLER 1 %" BOTT (B) BOTTOM MB REQUIREMENTS, PARKING, AND ALL OTHER DESIGN REQUIREMENTS NOT SPECIFICALLY SHOWN BEAT TO FIT #6 BARS AND LARGER 2" B.) WHERE POSTS WITH COLUMN CAPS OR BEARING PLATES ARE SPECIFIED, THE LOAD IS TO BE MFR IN THE STRUCTURAL DESIGN CALCULATIONS, ARE THE RESPONSIBILITY OF THE CONTRACTOR OR CARRIAGE BOLTS CONCRETE WITHOUT SOIL OR WEATHER EXPOSURE: 3/4" CCJ TRANSFERRED TO THE FOUNDATION BY VERTICAL GRAIN ONLY, U.N.O. MISC. OWNER. SHOULD ANY CHANGES BE MADE FROM THE DESIGN AS SPECIFIED IN THESE CAST -IN-PLACE CONCRETE MTL CJ CONSTRUCTION JOINT (N) DOCUMENTS WITHOUT THE WRITTEN APPROVAL FROM THE ENGINEER, THEN THE ENGINEER J) REINFORCEMENT SHALL BE GRADE 60 PER ASTM A615 U.N.O. LAP BOTTOM REINFORCING (60) 6-5 WALL FRAMING: CONCRETE MASONRY UNITS WILL ASSUME NO RESPONSIBILITY FOR ANY ELEMENT OR SYSTEM OF THE STRUCTURE. COL BAR DIAMETERS U.N.O. AND LAP TOP REINFORCING, PLACED ABOVE 12" OF CONCRETE OR NTS CONC CONCRETE OC CONN MORE, (80) BAR DIAMETERS U.N.O. A.) DOUBLE TOP PLATE SPLICES: SPLICES AND JOINTS IN DOUBLE TOP PLATE OF STUD BEARING C) THE DRAWINGS AND CALCULATIONS REPRESENT THE FINISHED STRUCTURE, AND, UNLESS CONT CONTINUOUS OPNG WALL SHALL OCCUR AT THE CENTER LINE OF SUPPORTING STUD. TOP PLATE SPLICES OF STUD CONTRACTOR SPECIFICALLY NOTED OTHERWISE, DO NOT SHOW THE METHOD OF CONSTRUCTION. THE K) #5 AND LARGER REBAR SHALL NOT BE RE-BENT. PDF WALLS SHALL BE 48" LONG WITH (12) 16d SINKERS EACH SIDE OF EACH SPLICE U.N.O. WHERE CENTER CONTRACTOR IS RESPONSIBLE FOR THE METHOD OF CONSTRUCTION, AND SHALL PROVIDE ALL CTSK COUNTERSINK PL SPLICE IS INTERRUPTED, USE ST6224 STRAP U.N.O. DOUBLE MEASURES NECESSARY TO PROTECT THE PUBLIC, CONSTRUCTION WORKERS, AND THE L) ALL REINFORCING STEEL AND ANCHOR BOLTS SHALL BE ACCURATELY LOCATED AND PLCS DF -L DOUGLAS FIR - LARCH STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE FORMING, SHORING, DIA ADEQUATELY SECURED IN POSITION BEFORE AND DURING CONCRETE PLACEMENT. B.) FIRE BLOCKS: FIRE BLOCK STUD WALLS AT MID -HEIGHT WHERE STUD LENGTH EXCEEDS 10'-0". DOUBLE JOIST BRACING, SCAFFOLDING, ETCETERA. EA EACH P/T EF D) IF A PARTICULAR FEATURE OF CONSTRUCTION IS NOT FULLY SHOWN ON THE DRAWINGS OR IN 6. FRAMING/LUMBER C.) MIS -PLACED ANCHOR BOLTS: WHERE ANCHOR BOLTS HAVE BEEN INCORRECTLY PLACED, USE SIMPSON ELEV ELEVATION (VIEW) OR ELEVATOR SC EN EDGE NAILING SET EPDXY WITH ANCHOR OF SAME DIAMETER WITH 7" EMBEDMENT IN EQ THE CALCULATIONS, THEN IT SHALL BE CONSTRUCTED IN THE SAME CHARACTER AS SIMILAR ES EACH SIDE CONCRETE AND INSTALLATION PER MANUFACTURERS RECOMMENDATIONS AND CURRENT (E) CONDITIONS THAT ARE SHOWN ON THE DESIGN DOCUMENTS. 6-1 MATERIALS: EXP ICC REPORT. E) ANY CONDITIONS NOTED AS EXISTING MUST BE FIELD VERIFIED BY THE CONTRACTOR, AND A.) SHEATHING: D.) CRIPPLE WALLS: CRIPPLE WALLS SHALL BE A MINIMUM OF 14" IN HEIGHT. FOR LESSER STIFF ANY DISCREPANCIES MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER WITHOUT FINISH FLOOR 1. ROOF SHEATHING: SEE PLANS FIN HEIGHTS, STACK 2X PLATES (AND SHIM AS REQUIRED). SQ PROCEEDING WITH CONSTRUCTION PRIOR TO THE REVIEW OF THE ENGINEER. FLOOR JOIST 2. FLOOR SHEATHING: SEE PLANS FLR FLOOR SwS FNDN FOUNDATION 3. WALL SHEATHING: SEE PLANS E.) NOTCHED OR CUT STUDS: NOTCHED AND/OR CUT STUDS TO CLEAR ANCHOR BOLTS ARE F) ALL WATERPROOFING AND FLASHING (ROOFS, FOUNDATIONS, GARAGE FLOORS, ETC...) IS THE FACE OF STUD TO(P) FS NOT ALLOWED. STUDS SHALL HAVE FULL BEARING TO THE FOUNDATION PLATE. TOC RESPONSIBILITY OF THE CONTRACTOR OR OWNER. B.) GLUE -LAMS: GLUE -LAMS SHALL BE 24F -V4 U.N.O. WITH A CAMBER OF R=1600' U.N.O. GA GAUGE TOS GALV GALVANIZED GLUE -LAMS EXPOSED TO WEATHER MUST BE RATED FOR EXTERIOR USE BY THE MANUFACTURER. F.) LET -IN BRACES: LET IN BRACES SHALL NOT BE USED FOR TEMPORARY BRACING ON ANY G) SHOP DRAWINGS: SHOP DRAWINGS ARE SUPERCEDED BY THE STRUCTURAL DRAWINGS UNDER HOT DIPPED GALVANIZED GLUED LAMINATED FABRICATON SHALL BE PERFORMED IN AN APPROVED FABRICATORS SHOP HDR WALL FRAME. STEEL STRAPS WHICH DO NOT REQUIRE THE CUTTING OF STUDS ARE AN LINO ALL CIRCUMSTANCES. THE GENERAL CONTRACTOR SHALL VERIFY THAT ALL CONSTRUCTION IS IN HANGER (SIMPSON) IN ACCORDANCE WITH CBC 2303.1.3, AITC A190.1, AND ASTM D 3737. BEAM INSPECTION HORIZ ACCEPTABLE ALTERNATIVE. WP FULL AGREEMENT WITH THE LATEST STRUCTURAL DRAWINGS. REVIEW OF SHOP DRAWINGS BY INSIDE DIAMETER CERTIFICATES SHALL BE SUBMITTED TO THE FIELD INSPECTOR PRIOR TO COMPLETION OF FRAME INT INTERIOR W/ THE ENGINEER OF RECORD DOES NOT GUARANTEE IN ANY WAY THE THE SHOP DRAWINGS ARE JOIST INSPECTION IN ACCORDANCE WITH CBC 1704.2. G.) SEE NOTE 6-1 D FOR SILL AND ANCHOR BOLT SPECIFICATIONS. CORRECT, NOR DOES IT INFER THAT THEY SUPERCEDE THE STRUCTURAL DRAWINGS. C.) MICRO -LAMS: MICRO -LAMS (LAMINATED VENEER LUMBER) SHALL HAVE FB = 3100 PSI AND H.) WALL FRAMING RECEIVING NAILING AT 3" ON CENTER OR LESS SHALL BE 3X NOMINAL U.N.O. H) WALL FINISH SYSTEMS SUCH AS STUCCO SHALL BE APPLIED OVER FOAM BASE OR OTHER FV = 285 PSI MIN., AND SHALL BE MANUFACTURED, APPROVED AND IDENTIFIED AS PER NER-481. PER PLANS AND DETAILS. METHOD OF ADEQUATELY ALLOWING THE FINISH TO EXPAND AND CONTRACT WITHOUT CRACKING. THE OWNER OR CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEFECTS IN THE D.) SILL PLATES: SILL PLATES SHALL BE PRESSURE TREATED DOUGLAS FIR WITH 1/2" DIAMETER 6-6 CONNECTIONS: FINISHES. ANCHOR BOLTS AND 3" X 3" X.229" PLATE WASHERS LOCATED AT 6'-0" O.C. MAX. WITH ONE BOLT LOCATED V-0" MAXIMUM FROM EACH END OF EACH PIECE. RE -TREAT CUT ENDS A.) HOLES FOR THROUGH BOLTS SHALL BE DRILLED 1/16" OVERSIZE. WHERE REQUIRED. 2. SITE WORK / FOUNDATIONS B.) ALL BOLTS, NUTS, AND LAG SCREWS SHALL BE PROVIDED WITH FLAT OR MALLEABLE E.) FRAMING LUMBER: ALL FRAMING LUMBER SHALL BE DOUGLAS FIR LARCH AS GRADED BY THE WASHERS WHERE BEARING AGAINST WOOD. A) ASSUMED MAXIMUM SOIL BEARING = 1500 PSF PER CBC TABLE 1806.2 (NO SOILS REPORT W.W.P.A. OR W.C.L.I.B. AND SHALL HAVE A MOISTURE CONTENT LESS THAN 19%, U.N.O. PROVIDED). C.) ALL BOLTS AND LAG SCREWS SHALL BE TIGHTENED UPON INSTALLATION AND RE -TIGHTENED 1. STUDS SHALL BE STUD GRADE OR BETTER. BEFORE CLOSING IN OR AT COMPLETION OF JOB. B) BUILDING SITE IS ASSUMED TO BE DRAINED AND FREE OF CLAY OR EXPANSIVE SOIL. ENGINEER 2. ALL POSTS SHALL BE DF -L #1 U.N.O. HAS NOT MADE A GEOTECHNICAL REVIEW OF SITE, ANY OTHER CONDITIONS ENCOUNTERED 3. 2X AND 3X RAFTERS SHALL BE DF -L #2 U.N.O. D.) LAG SCREWS SHALL BE SCREWED, NOT DRIVEN, INTO PLACE. MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER. 4. 2X JOISTS SHALL BE DF -L #2 U.N.O. 5. CONCEALED BEAMS SHALL BE DF -L #2. C) THESE CALCULATIONS ASSUME STABLE, UNDISTURBED SOILS AND LEVEL OR STEPPED FOOTINGS. 6. EXPOSED BEAMS SHALL BE DF -L #1 APPEARANCE GRADE FOHC (4X6 AND LARGER). ANY OTHER CONDITIONS SHOULD BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO 7. ALL BEAMS 6X AND LARGER SHALL BE FREE OF HEART CENTER. THE CONSTRUCTION OF THE FOUNDATIONS. F.) NAILS: ALL NAILS SHALL BE COMMON U.N.O. WHERE EXPOSED TO WEATHER OR WITHIN 18" D) ALL FOOTINGS INCLUDING RETAINING WALL FOOTINGS, SPREAD FOOTINGS, WALL FOOTINGS, OF FOUNDATION, NAILS SHALL BE GALVANIZED. AND GRADE BEAMS SHALL BEAR ON UNDISTURBED SOIL WITH A FOOTING DEPTH BELOW FROSTLINE (12" TO 24" AS PER LOCAL REQUIREMENTS). G.) BOLTS AND LAG SCREWS: BOLTS AND LAG SCREWS SHALL BE ASTM A-307 U.N.O. AND PROVIDED NEW AND WITHOUT EXCESSIVE RUST. E) BOTTOM OF ALL FOUNDATION TRENCHES SHALL BE CLEAN AND LEVEL. H.) ALL HARDWARE CALLED SHALL BE SIMPSON STRONG -TIE CO., OR ENGINEER APPROVED F) ALL FINISHED GRADE SHALL SLOPE AT A MINIMUM SLOPE OF 5% AWAY FROM ALL EQUIVALENT, INSTALLED PER MANUFACTURER'S RECOMMENDATIONS WITH ALL HOLES FILLED FOUNDATIONS A MINIMUM OF 10 FEET HORIZONTAL. WITH RECOMMENDED FASTENERS. USP HARDWARE MAY BE USED IN LIEU OF SIMPSON HARDWARE WITH WRITTEN APPROVAL FROM STRUCTURAL ENGINEER OF RECORD. ALL METAL G) FOUNDATIONS SHALL NOT BE SCALED FROM PLAN OR DETAIL DRAWINGS. HANGERS, CONNECTORS, AND FASTENERS IN CONTACT WITH PRESSURE TREATED WOOD SHALL BE STAINLESS STEEL OR OTHERWISE CERTIFIED BY THE MANUFACTURER TO RESIST CORROSION H) FILL MATERIAL SHALL BE FREE FROM DEBRIS, VEGETATION, AND OTHER FOREIGN SUBSTANCES. CAUSED BY THE SPECIFIC TREATMENT APPLIED TO THE WOOD AND/OR METALS. 1) USE 4" DIAMETER PERFORATED PIPE SUB -DRAIN BEHIND ALL RETAINING WALLS. SLOPE PIPE 6-2 GENERAL FRAMING: TO DRAIN TO DAYLIGHT. A.) MINIMUM NAILING: MINIMUM NAILING SHALL BE PER 2016 CBC TABLE 2304.9.1. J.) FOR FOOTINGS PLACED ON OR ADJACENT TO SLOPES, A GEOTECHNICAL ENGINEER MUST APPROVE FOOTING PLACEMENTS IN VIOLATION OF FIGURE 1808.7.1 OF 2016 CBC. THIS B.) LARGER MEMBERS: ALL FRAMING MEMBERS SPECIFIED IN THESE CALCULATIONS ARE ENGINEER SHALL NOT BE LIABLE FOR ANY FOUNDATION NOT IN STRICT CONFORMANCE TO MINIMUMS, LARGER MEMBERS MAY BE SUBSTITUTED AT CONTRACTORS OPTION. SECTION 1808 OF THE 2016 CBC. C.) SHRINKAGE: CARE SHALL BE TAKEN TO ALLOW FOR EFFECTS OF SHRINKAGE WHICH COULD CAUSE SETTLEMENT OF ROOF AND OR FLOORS AND COULD LEAD TO FAILURE OF ASSOCIATED 3. CONCRETE / REINFORCING FRAMING MEMBERS. THE CONTRACTOR SHALL TAKE ALL MEASURES NECESSARY TO PROTECT FRAMING FROM THE EFFECTS OF SHRINKAGE. A) CONCRETE SHALL HAVE A MINIMUM 28 DAY STRENGTH OF 2,500 PSI U.N.O. D.) ALL STRUCTURAL FRAMING MEMBER WITH EXTERIOR EXPOSURE SHALL BE PRESSURE TREATED C) ALL CEMENT USED SHALL CONFORM TO ASTM C-150 AND SHALL BE TYPE II OR OR BE OF MATERIAL THAT IS NATURALLY RESISTANCE TO DECAY. TYPE III LOW ALKALI. 6-3 BEAM FRAMING: D) AGGREGATE SHALL CONFORM TO ASTM C-33 AND SHALL NOT CONTAIN MATERIALS WHICH ARE ALKALI REACTIVE AS DETERMINED BY ASTM C-227,289, AND 295. IF TEST DATA IS A.) BUILT UP BEAMS: ALL BUILT UP, LAMINATED DOUBLE OR MULTIPLE 2X JOISTS AND BEAMS UNAVAILABLE IN REGARDS TO ALKALI REACTIVE MATERIALS, PROVIDE CEMENT WITH A SHALL BE NAILED TOGETHER WITH 16d NAILS AT 6" O.C., T&B U.N.O. MAXIMUM ALKALI CONTENT LESS THAN 0.45% BY WEIGHT. B.) DOUBLE JOISTS: PROVIDE DOUBLE FLOOR JOISTS UNDER PARTITION WALLS RUNNING PARALLEL E) CONCRETE EXPOSED TO FREEZING OR THAWING SHALL BE PROTECTED IN ACCORDANCE TO THE TO JOIST SPAN AND UNDER ALL LOCATIONS WHERE TUBS MAY BE LOCATED. ADEQUATE LATEST EDITION OF THE ACI 318. SUPPORT SHALL BE PROVIDED FOR ALL OTHER EQUIPMENT OR FURNISHINGS WHICH MAY NOT BE SHOWN ON THE STRUCTURAL DRAWINGS INCLUDING BUT NOT LIMITED TO: HOT F) SLABS ON GRADE SHALL BE PER THE CONTRACTOR. SUMMIT STRUCTURAL DESIGN RECOMMENDS WATER HEATER, STOVE, REFRIGERATOR, OVEN, FIRE PLACE ENCLOSURES, WOOD BURNING THE FOLLOWING AS A MINIMUM SLAB -ON -GRADE: AT GARAGE SLABS, USE 4" THICK S.O.G. STOVE, ETCETERA. WITH #3 BARS AT 15" O.C. EACH WAY ABOVE MID -DEPTH OF SLAB, OVER MOISTURE BARRIER IN COMPLIANCE WITH ASTM E 1643, OVER 4" AGGREGATE BASE. USE 3-1/2" C.) BLOCKING: PROVIDE SOLID BLOCKING IN JOIST FRAMING ABOVE ALL SUPPORTS SLAB WITH#3 AT 15" E.W. ABOVE MID -DEPTH OF SLAB, OR 6X6 WWF ABOVE MID -DEPTH OF SLAB WITH SAME SUB -SLAB BUILDUP AT ALL OTHER AREAS. G SAW -CUT TOP 3/4" OF SLAB FOR CRACK CONTROL AT INTERVALS NOT TO EXCEED 10'-0" WHERE SHEAR PLY PER TYPE "6" TYP l l/SD2 NOT PER ) ENTIRE WALL OVER 2X4 VERTS 11 /SD2 NOT SHOWN SLAB IS REINFORCED, SAW CUT AT INTERVALS NOT TO EXCEED 7 -0 WHERE SLAB IS FOR CLARITY MN., ... UN -REINFORCED. (IU.N.O.) AT 16" O.C. VERTICAL LSTA9 STRAP AT 4'-0" O.C. 16d AT 7" O.C. ZE.N. ROOF PLY AND /, NAILING PER PLAN 2X BLOCK AT 2'-0" O.C. WITH (3) 16d END _ NAILS, TYP EACH END E.N. PLY AT BLOCKS, TYP TRUSS BY OTHERS 2X BLOCKS WITH (3) 16d END NAILS, TYP EACH END. OFFSET ADJACENT BLOCKS AS REQ'D NOTE: WATERPROOFING, FLASHING, VENTING, AND DRAINAGE BY 0TH TYPICAL DORMER DETAIL NO SCALE 8. ROOF FRAMING 8-1 PREFABRICATED ROOF TRUSSES: A) PREFABRICATED ROOF TRUSSES: PREFABRICATED ROOF TRUSSES SHALL BE DESIGNED BY THE TRUSS FABRICATOR PER THE REQUIREMENTS OF THE ARCHITECTURAL AND STRUCTURAL DRAWINGS AND CBC 2303.4. B) COMPLETE CALCULATIONS AND SHOP DRAWINGS INCLUDING LAYOUT, SIZE OF MEMBERS, AND CONNECTION DETAILS, STAMPED AND SIGNED BY AN ENGINEER LICENSED IN THE STATE OF CALIFORNIA, SHALL BE REVIEWED BY THE ENGINEER OF RECORD PRIOR TO TRUSS FABRICATION C) TRUSS DESIGN LOADS: TOP CHORD LIVE LOAD: 20 PSF REDUCIBLE TOP CHORD DEAD LOAD: 9 PSF BOTTOM CHORD DEAD LOAD 9 PSF Tl1TN1 ir%nn nn m UPLIFT LOAD AS REQUIRED BY THE 2016 CBC D) TRUSS BRIDGING SHALL BE AS REQUIRED AND SPECIFIED BY THE TRUSS FABRICATOR. E) TRUSS MANUFACTURER SHALL OBTAIN ALL NECESSARY APPROVALS FROM THE PUBLIC AGENCIES INVOLVED IN GOVERNING CONSTRUCTION. F) TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING MAXIMUM DEFLECTIONS UNDER DESIGN LOADS: LIVE LOAD DEFLECTION = L/360, TOTAL LOAD DEFLECTION = L/240 BOTTOM CHORD OF TRUSS BY OTHERS, NON—BEARING WALL SIMPSON STC CLIP AT EACH TRUSS 1/2- GAP WALL PERPENDICULAR TO TRUSS SIMPSON DTC CLIP AT EACH TRUSS -7 1/2" GAPS TRUSS BY OTHERS, TYP NON—BEARING WALL 2X4 BLOCK AT 4'-0" O.C. WITH (2) 16d EACH END WALL PARALLEL TO TRUSS NOTE: ATTACHMENT OF FINISHES IS BY OTHERS AND MUST BE INSTALLED TO ACCOMMODATE VERTICAL DIFFERENTIAL MOVEMENT BETWEEN THE TRUSSES AND THE NON—BEARING WALLS. TYPICAL NON-BEARING WALL AT ROOF NO SCALE 9. DESIGN LOADS A) THE STRUCTURE HAS BEEN DESIGNED FOR THE FOLLOWING CRITERIA PER CBC CHAPTER 16, DIVISIONS I, II, 111, AND IV U.N.O.: B) SEISMIC: SEISMIC IMPORTANCE FACTOR: 1 MAPPED SPECTAL RESPONSE ACCELERATIONS: Ss = 0.582, S1 = 0.261 SEISMIC SITE CLASS: D SPECTRAL RESPONSE COEFFICIENTS: SDS = 0.518, SD1= 0.326, Cs = 0.08 SEISMIC DESIGN CATEGORY: D BASIC SEISMIC -FORCE -RESISTING SYSTEM: LIGHT FRAMED SHEAR WALLS SEISMIC BASE SHEAR: 7.7 KIPS RESPONSE MODIFICATION FACTOR: R = 6.5 ANALYSIS PROCEDURE USED: EQUIVALENT STATIC FORCE PROCEDURE C) WIND: WIND SPEED: 110 MPH WIND EXPOSURE: C D) LIVE LOADS: ROOF 20 PSF REDUCIBLE E) DEAD LOADS: . ROOF 18 PSF (INCLUDES 3 PSF SOLAR) AB ANCHOR BOLT K ADD'L ADDITIONAL L ADJ ADJACENT LLH ALT ALTERNATE LLV ARCH ARCHITECTURAL LONG BLDG BUILDING LSL BLKG BLOCKING LVL BM BEAM MAX BOTT (B) BOTTOM MB BTF BEAT TO FIT MECH BTWN BETWEEN MFR CB CARRIAGE BOLTS MIN CCJ CONTROL JOINT MISC. CIP CAST -IN-PLACE CONCRETE MTL CJ CONSTRUCTION JOINT (N) CLR CLEAR NS CMU CONCRETE MASONRY UNITS NSA COL COLUMN NTS CONC CONCRETE OC CONN CONNECTION OD CONSTR CONSTRUCTION OH CONT CONTINUOUS OPNG CONTR CONTRACTOR OVS CP COMPLETE PENETRATION PDF CTR CENTER PERP CTSK COUNTERSINK PL DBL DOUBLE PLWD DF DOUGLAS FIR PLCS DF -L DOUGLAS FIR - LARCH PP DIA DIAMETER PT DJ DOUBLE JOIST P/C EA EACH P/T EF EACH FACE REINF EL ELEVATION (DATUM) REQ'D ELEV ELEVATION (VIEW) OR ELEVATOR SC EN EDGE NAILING SEOR EQ EQUAL ES EACH SIDE SHTG (E) EXISTING SIM EXP EXPANSION SOG EXT EXTERIOR STD EW EACH WAY STIFF FF FINISH FLOOR STL FIN FINISH SQ FJ FLOOR JOIST SS FLR FLOOR SwS FNDN FOUNDATION SYM FOHC FREE OF HEART CENTER T&B FOS FACE OF STUD TO(P) FS FAR SIDE TOC FTG FOOTING TOF GA GAUGE TOS GALV GALVANIZED TOW GLB GLUE -LAM BEAM TN HDG HOT DIPPED GALVANIZED TYP HDR HEADER LINO HGR HANGER (SIMPSON) VERT HORIZ HORIZONTAL WP ID INSIDE DIAMETER WWF INT INTERIOR W/ J ST JOIST W/o JT JOINT BENT LSTAIS STRAP BEAM PER PLAN LENGTH --CA PERMIT # BUTTE COUNTY 6E1lEt QpMENT SERVICES REVIEWED FOR CODE comPx- IA,'NCI!E . DATE.` KIPS ANGLE LONG LEG HORIZ. LONG LEG VERT. LONGITUDINAL LONG SLOTTED HOLE LAMINATED VENEER LUMBER MAXIMUM MACHINE BOLTS MECHANICAL MANUFACTURER MINIMUM MISCELLANEOUS M ETAL NEW NEAR SIDE NELSON STUD ANCHOR NOT TO SCALE ON CENTER OUTSIDE DIAMETER OPPOSITE HAND OPENING OVERSIZE POUND HOLE POWDER DRIVEN FASTENER PERPENDICULAR PLATE PLYWOOD PLACES PARTIAL PENETRATION PRESSURE TREATED PRECAST CONCRETE POST -TENSIONED REINFORCEMENT REQUIRED SLIP CRITICAL STRUCTURAL ENGINEER OF RECORD SHEATHING SIMILAR SLAB -ON -GRADE STANDARD STIFFENER STEEL SQUARE STAINLESS STEEL SHEAR WALL SCHEDULE SYMMETRICAL TOP & BOTTOM TOP OF (PLYWOOD) TOP -OF -CONCRETE TOP -OF -FOOTING TOP -OF -STEEL TOP -OF -WALL TOE NAIL TYPICAL UNLESS NOTED OTHERWISE VERTICAL WORKPOINT WELDED WIRE FABRIC WITH WITHOUT REVIEWED FOR CODE CiMRLIANCE APP 0 5 2011 TR13 A"10 ASSOCIATEES PER PLAN NOTE: WEATHER TREATMENT AND CORROSION PROTECTION BY OTHERS. TYPICAL MITERED BEAM DETAIL NO SCALE Q�OFESS/pN9 8 rNo. 75688' 6/ 0/18 J� CIVIL �P gTe0F CwF 3/22/17 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE ONLY WITH THE ATTACHED STRUCTURAL CALCULATIONS 383 Rio Lindo Ave. Suite 200 Chico, CA 95926 P. 530.592.4407 SummitChico.com � r LU < U 0 0 W U Ll j � J W Q C) a— N W W rez Vi Q 7.) z Y WO WO U I— = V) m Z � z REVISIONS: �1 PC#1 3/22/17 DATE: 1/16/17 SCALE: NTS DRAWN BY: RKB JOB NUMBER: 16-369 SHEET: I BUILDING ENERGY ANALYSIS REPORT PROJECT: STEVENS RESIDENCE SUNNYBROOKLANE PALERMO, CA 95968 Project Designer: CM CONSTRCUTION ORVILLE, CA 95965 530-282-6400 Report Prepared by: Rafael Salas R.S.R. Drafting & Design 10242 Parkinson Ave. Whittier, CA. 90605 562-818-2003 Date: 1/20/2014 The EnergyPro computer program has been used to perform the calculations summarized in this compliance report. This program has approval and is authorized by the California Energy Commission for use with both the Residential and Nonresidential 2008 Building Energy Efficiency Standards. This program developed by EnergySoft, LLC - www.energysoft.com. EnergyPro 5.1 by EnergySoft User Number: 6194 RunCode: 2014-01-20T23:35:32 ID: PERFORMANCE CERTIFICATE: Residential (Part 3 of 5) CF -1 R Project Name Building Type 0 Single Family ❑ Addition Alone Date STEVENS RESIDENCE ❑ Multi Family ❑ Existing+ Addition/Alteration 1/20/2014 ANNUAL ENERGY USE SUMMARY Standard Proposed Margin TDV kBtu/ft2- r Space Heating 27.00 27.39 -0.39 Space Cooling 31.52 29.17 2.34 Fans 8.87 10.13 -1.26 Domestic Hot Water 19.61 19.61 0.00 Pumps 0.00 0.00 0.00 Totals 87.00 86.31 0.69 Percent Better Than Standard: 0.8% BUILDING COMPLIES - HERS VERIiFICATiON REQUIRED Fenestration Building Front Orientation: (SA9 225 deg Ext. Walls/Roof Wall Area Area Number of Dwelling Units: 1.00 (SK9 448 77 Fuel Available at Site: Natural Gas (NM 256 35 Raised Floor Area: 1.792 (NE) 448 61 Slab on Grade Area: 0 (SE) 256 50 Average Ceiling Height: 8.0 Roof 1,792 48 Fenestration Average U -Factor: 0.37 TOTAL: 271 Average SHGC: 0.32 Fenestration/CFA Ratio: 15.1% REMARKS Zone 1 STATEMENT OF COMPLIANCE 135 23 New 4.2.1-A21 This certificate of compliance lists the building features and specifications needed 150(j)3A: Insulation is protected frorn damage, including that due to sunlight moisture, equipment maintenance, and wind. to comply with Title 24, Parts 1 the Administrative Regulations and Part 6 the §150(i)4: Solar water heating systems and`or collectors are certified by the Solar Rating and Certification Cor oration. Efficiency Standards of the California Code of Regulations. Front (S14� 77.0 0.370 The documentation author hereby certifies that the documentation is accurate and complete. Documentation Author 0.32 8.0 none Roll -down Blind or Slats New Company R.S.R. Drafting & Design '<>,j t' 112012014 Address 10242 Parkinson Ave. Name Rafael Sa/as City/State/Zip Whittier, CA. 90605 Phone 562-818-2003 Signed Date The individual with overall design responsibility hereby certifies that the proposed building design represented in this set of construction documents is consistent with the other compliance forms and worksheets, with the specifications, and with any other calculations submitted with this permit application, and recognizes that compliance using duct design, duct sealing, verification of refrigerant charge, insulation installation quality, and building envelope sealing require installer testing and certification and field verification by an approved HERS rater. Designer or Owner (per Business & Professions Code) Company CM CONSTRCUTiON Address Name COLLIN MOREY City/State/Zip ORVILLE, CA 95965 Phone 530-282-6400 Signed License # Date Ener Pro 5.1 by Ener Soft User Number: 6194 RunCode: 2014-01-20T23:35:32 ID: Page 5 of 15 I TABLE OF CONTENTS I Cover Page 1 Table of Contents 2 Form CF -1 R Certificate of Compliance 3 Form MF -1R Mandatory Measures Summary 8 HVAC System Heating and Cooling Loads Summary 11 Room Load Summary 12 Room Heating Peak Loads 13 Room Cooling Peak Loads 14 Form UTIL-1 R Utility Incentive Worksheet 15 EnergyPro 5.1 Job Number: ID: User Number: 6194 f e, CERTIFICATE OF COMPLIANCE: Residential (Part 4 of 5) CF -1 R Project Name\\ STEVENS RESIDDENCE Building Type 2 Single Family ❑ Addition Alone ❑ Multi Family ❑ Existing+ Addition/Alteration Date 1/20/2014 OPAQUE SURFACE DETAILS Date 1/20/2014 Project Address SUNNYBROOK LANE PALERMO Surface U- Insulation Joint Appendix type Area Factor Clavity Exterior Frame Interior Frame Azm Tilt Status 4 Location/Comments Flooy 1,792 0.037 R-19 0 180 New 4.4.1-A4 Zone 1 Wall \ 351 0.069 R-2 225 90 New 14.3.1-A6 Zone 1 Door 20 0.500 None 2251 90 New 4.5.1-A4 Zone 1 Wall 221 0.069 R-21 315 90 New 14.3.1-A6 Zone 1 Wall 350 0.069.R -2y 45 90 New 4.3.1-A6 Zone 1 Door 38 0.500 Noe 45 90 New 4.5.1-A4 Zone 1 Wall 206 0.069 R-21 135 90 New 4.3.1-A6 Zone 1 Roof 1,744 W25 `38 135 23 New 4.2.1-A21 Zone 1 150(j)3A: Insulation is protected frorn damage, including that due to sunlight moisture, equipment maintenance, and wind. §150(j)3A: Insulation for chilled water piping and refrigerant suction lines includes a vapor retardant or is enclosed entirely in conditioned space. §150(i)4: Solar water heating systems and`or collectors are certified by the Solar Rating and Certification Cor oration. FENESTRATION U- Exterior Orientation Area(fe) Factor SHGC Overhang Sidefins Shades Status Front (S14� 77.0 0.370 0.32 10.0 2.010.0 Roll -down Blind or Slats New Left (NW) 35.0 0.370 0.32 8.0 none Roll -down Blind or Slats New Rear (NE) 60.5 0.370 0.32 8.0 none Roll -down Blind or Slats New Right (SE) 50.0 0.370 0.32 8.0 none Bug Screen New Skylight 48.0 0.370 0.32 none none None New BY: 's FENESTRATION SURFACE DETAILS Totals 1 ,792 01 0 01 1 ID I Type Area I U -Factor SHGC2 Azm Status Glazing Type Location/Comments 1 Wind0v, 77.01 0.370 NFRC 0.32 NFRC 225 New IWC 5300 Vinyl/Low-E Zone 1 2-- Window 35.0 0.370 1 NFRC 0.32 NFRC 315 New IWC 5300 Vinyl/Low-E Zone 1 3 Win ow-- 60.5 0.370 NFRC 0.32 NFRC 45 New IWC 5300 Vin 1/Low-E Zone 1 4 Window 50.0 0.370 NFRC 0.32 NFRC 135 New IWC 5300 Vinyl/Low-E Zone 1 5 Skylight 48.0 0.370 NFRC 0.32 NFRC 135 New iWC 5300 VinyllLow-E Zone 1 HVAC DISTRIBUTION Location Heating Duct Cooling Duct Location R -Value Status HVAC System Ducted Ducted Attic, Ceiling ins, vented 8.0 New j__ HVAC DISTRIBUTION WATER HEATING Ot . Type Gallons Min. Eff Distribution Status 1 Small Gas 50 0.58 Kitchen Pipe ins New HVAC System Ducted Ducted Attic, Ceiling ins, vented 8.0 0 New Ener yPro 5.1 b Ener ySoft User Number.- 6194 RunCode: 2014-01-20T23:35:32 ID: - Page 3 of 15 WATER HEATING SYSTEMS (1) U -Factor Type: 116-A = Default Table from Standards, NFRC = Labeled Value (2) SHGC Type: 116-13 = Default Table from Standards, NFRC = Labeled Value EXTERIOR SHADING DETAILS Ot . Type Window ID Exterior Shade Type SHGC H t Wd Overhanq Left Fin Len H t LExt RExt Dist Len Right Fin H t Dist Len I H t 1 Roll -down Blind or Slats 0.13 7.0 10.0 10.0 1.0 10.0 10.0 0.1 2.0 0 0.0 0.01 0 2 Roll -down Blind or Slats 0.13 5.0 7.0 8.0 0.1 8.0 8.0 I Status 3 Roll -down Blind or Slats 0.13 6.5 10.0 8.0 0.1 8.0 8.0 Small Gas 4 Bug Screen 0.76 5.0 10.0 8.0 0.1 8.0 8.0 50 5 None 1.00 n/a nla New MULTI -FAMILY WATER HEATING DETAILS HYDRONIC HEATING SYSTEM PIPING EnergyPro 5.1 by EnergySoft User Number: 6194 RunCode: 2014-01-20T23:35:32 1D: Page 6 of 15 PERFORMANCE CERTIFICATE: Residential Part 1 of 5) CF -1 R Project Name STEVENS RESIDENCE Date 1/20/2014 Building Type J Single Family ❑ Addition Alone ❑ Multi Family ❑ Existing+ Addition/Alteration Date 1/20/2014 Project Address SUNNYBROOK LANE PALERMO 117: Exterior doors and windows are weather-stripped; all joints and penetrations are caulked and sealed. California Energy Climate Zone CA Climate Zone 11 Total Cond. Floor Area 1,792 Addition nla # of Stories 1 FIELD INSPECTION ENERGY CHECKLIST El Yes ❑ No HERS Measures -- If Yes, A CF -4R must be provided per Part 2 of 5 of this form. © Yes ❑ No Special Features -- If Yes, see Part 2 of 5 of this form for details. INSULATION Construction Type Area Special Cavity (fl Features see Part 2 of 5) Status Floor Wood Framed w/Crawl Space R-19 1,792 New Wall Wood Framed R-21 1,128 New Door Opaque Door None 58 New Roof Wood Framed Attic R-38 1,744 Radiant Barrier Venting New §113(c)5: Water heating recirculation loops serving multiple dwelling units and High -Rise residential occupancies meet the air release valve, backflow prevention, pump isolation valve, and recirculation loop connection requirements of§113(c)5. §115: Continuously burning pilot lights are prohibited for natural gas: fan -type central furnaces, household cooking appliances (appliances with an electrical supply voltage connection with pilot lights that consume less than 150 Btu/hr are exempt), and pool and spa heaters. _§_1 50�h): Heating and/or cooling loads are calculated in accordance with ASHRAE, SMACNA or ACCA. _ 150_i : Heat�cn systems are equipped with thermostats that meet the setback requirements of Section 112(c). §1500)1A: Storage gas water heaters rated with an Energy Factor no greater than the federal minimal standard are externally wrapped with insulation having an installed thermal resistance of R-12 or Greater. _ §150(j)l B: Unfired storage tanks, such as storage tanks or backup tanks for solar water -heating system, or other indirect hot water tanks have R-12 external insulation or R-16 internal insulation where the internal insulation R -value is indicated on the exterior of the tank. §150(j)2: First 5 feet of hot and cold water pipes closest to water heater tank, non -recirculating systems, and entire length of recirculating sections of hot water pipes are insulated per Standards Table 150-6. §150(j)2: Cooling system piping (suction, chilled water, or brine lines),and piping insulated between heating source and indirect hot water tank shall be insulated to Table 150-B and Equation 150-A. Ener Pro 5.1 bvEnergySoft User Number- 6194 RunCode: 2014-01-20T2 150(j)3A: Insulation is protected frorn damage, including that due to sunlight moisture, equipment maintenance, and wind. §150(j)3A: Insulation for chilled water piping and refrigerant suction lines includes a vapor retardant or is enclosed entirely in conditioned space. §150(i)4: Solar water heating systems and`or collectors are certified by the Solar Rating and Certification Cor oration. FENESTRATION U- Exterior Orientation Area(fe) Factor SHGC Overhang Sidefins Shades Status Front (S14� 77.0 0.370 0.32 10.0 2.010.0 Roll -down Blind or Slats New Left (NW) 35.0 0.370 0.32 8.0 none Roll -down Blind or Slats New Rear (NE) 60.5 0.370 0.32 8.0 none Roll -down Blind or Slats New Right (SE) 50.0 0.370 0.32 8.0 none Bug Screen New Skylight 48.0 0.370 0.32 none none None New BY: 's Totals 1 ,792 01 0 01 1 HVAC SYSTEMS System Name Ot . Heating Type HVAC SYSTEMS Ot . Heating Min. Eff Cooling Min. Eff Thermostat Status HVAC System 1 Central Furnace 1 Central Furnace 81 %AFUE Split Air Conditioner 13.0 SEER Setback New HVAC DISTRIBUTION Location Heating Duct Cooling Duct Location R -Value Status HVAC System Ducted Ducted Attic, Ceiling ins, vented 8.0 New j__ HVAC DISTRIBUTION WATER HEATING Ot . Type Gallons Min. Eff Distribution Status 1 Small Gas 50 0.58 Kitchen Pipe ins New HVAC System Ducted Ducted Attic, Ceiling ins, vented 8.0 0 New Ener yPro 5.1 b Ener ySoft User Number.- 6194 RunCode: 2014-01-20T23:35:32 ID: - Page 3 of 15 CERTIFICATE OF COMPLIANCE: Residential (Pa -rt -5 -of -5-)- CF-_1R- F-1RProject ProjectName STEVENS RESIDENCE Date 1/20/2014 Building Type 2 Single Family ❑ Addition Alone ❑ Multi Family ❑ Existing+Addition/Alteration I Date 1112012014 BUILDING ZONE INFORMATION 117: Exterior doors and windows are weather-stripped; all joints and penetrations are caulked and sealed. 118(a): Insulation specified or installed meets Standards for Insulating Material. Indicate type and include on CF -6R Form. System Name Zone Name Floor Area ft` New Existino Altered Removed Volume Year Built HVAC System Room 1 1,792 14,336 §I50(f): Air retarding wrap is tested, labeled, and installed according to ASTM E1677-95(2000) when specified on the CF -1 R Form. 150 : Mandatory Vapor barrier installed in Climate Zones 14 or 16. §150(1): Water absorption rate for slab edge insulation material alone without facings is no greater than 0.3%; water vapor permeance rate is no greater than 2.0 permilinch and shall be Erotected from physical damage and UV light deterioration. Fireplaces, Decorative Gas Appliances and Gas Lo Measures: HERS REQUIRED VERIFICATION Items in this section require field testing and/or verification by a certified HERS Rater. The inspector must receive a completed CF -4R form for each of the measures listed below for final to be given. The HVAC System HVAC System incorporates HERS verified Duct Leakage. HERS field verification and diagnostic testing is required to verify that duct leakage meets the specified criteria. §150(e)2: Continuous burning pilot lights and the use of indoor air for cooling a firebox jacket, when that indoor air is vented to the outside of the building, are prohibited. Space Conditioning, Water Heating and Plumbing System Measures: §110-§113: HVAC equipment, water heaters, showerheads, faucets and all other regulated appliances are certified by the Energy Commission. §113(c)5: Water heating recirculation loops serving multiple dwelling units and High -Rise residential occupancies meet the air release valve, backflow prevention, pump isolation valve, and recirculation loop connection requirements of§113(c)5. §115: Continuously burning pilot lights are prohibited for natural gas: fan -type central furnaces, household cooking appliances (appliances with an electrical supply voltage connection with pilot lights that consume less than 150 Btu/hr are exempt), and pool and spa heaters. _§_1 50�h): Heating and/or cooling loads are calculated in accordance with ASHRAE, SMACNA or ACCA. _ 150_i : Heat�cn systems are equipped with thermostats that meet the setback requirements of Section 112(c). §1500)1A: Storage gas water heaters rated with an Energy Factor no greater than the federal minimal standard are externally wrapped with insulation having an installed thermal resistance of R-12 or Greater. _ §150(j)l B: Unfired storage tanks, such as storage tanks or backup tanks for solar water -heating system, or other indirect hot water tanks have R-12 external insulation or R-16 internal insulation where the internal insulation R -value is indicated on the exterior of the tank. §150(j)2: First 5 feet of hot and cold water pipes closest to water heater tank, non -recirculating systems, and entire length of recirculating sections of hot water pipes are insulated per Standards Table 150-6. §150(j)2: Cooling system piping (suction, chilled water, or brine lines),and piping insulated between heating source and indirect hot water tank shall be insulated to Table 150-B and Equation 150-A. Ener Pro 5.1 bvEnergySoft User Number- 6194 RunCode: 2014-01-20T2 150(j)3A: Insulation is protected frorn damage, including that due to sunlight moisture, equipment maintenance, and wind. §150(j)3A: Insulation for chilled water piping and refrigerant suction lines includes a vapor retardant or is enclosed entirely in conditioned space. §150(i)4: Solar water heating systems and`or collectors are certified by the Solar Rating and Certification Cor oration. V EnergyPro 5.1 by EnergySoft User Number: 6194 RunCode: 2014-01-20T23:35:32 ID: Page 8 of 15 uI O i W O CL a REVISIONS: , DATE: BY: 's Totals 1 ,792 01 0 01 1 HVAC SYSTEMS System Name Ot . Heating Type Min. Eff. Coolin Tye Min. Eff. Thermostat Type Status HVAC System 1 Central Furnace 81 % AFUE Split Air Conditioner 13.0 SEER Setback New j__ HVAC DISTRIBUTION System Name Heating Duct Ducts Coolin Duct Location R -Value Tested? Status HVAC System Ducted Ducted Attic, Ceiling ins, vented 8.0 0 New WATER HEATING SYSTEMS S stem Name Ot . Type Distribution Rated Input Btuh) Tank Cap. (al) Energy Factor or RE Standby Loss or Pilot Ext. Tank Insul. R- Value Status Standard Gas 50 gal or Le 1 Small Gas Kitchen Pipe Ins 40,000 50 0.58 n/a nla New MULTI -FAMILY WATER HEATING DETAILS HYDRONIC HEATING SYSTEM PIPING Control Hot Water Piping Length ft 0 aPipe < - System Name Length Pipe Diameter Insul. Thick. Ot . HP Plenum Outside Buried El EnergyPro 5.1 Ty- EnergySoft User Number: 6194 RunCode: 2014-01-20T23:35:32 ID: Pae 7 of 15 PERFORMANCE CERTIFICATE: Residential (Part 2 of 5) CF -1 R Project Name STEVENS RESIDENCE Building Type ® Single Family ❑ Addition Alone ❑ Multi Family ❑ Existing+ Addition/Alteration Date 1/20/2014 SPECIAL FEATURES INSPECTION CHECKLIST The enforcement agency should pay special attention to the items specified in this checklist. These items require special written justification and documentation, and special verification to be used with the performance approach. The enforcement agency determines the adequacy of the justification, and may reject a building or design that otherwise complies based on the adequacy of the special justification and documentation submitted. The Roof R-38 Roof Attic includes credit for a Radiant Sarver that is Continuous meeting eligibility and installation criteria as specified in Residential Appendix RA4.2.2. fhe Roof R-38 Roof Attic 11150 Vent Area reauires verification. 117: Exterior doors and windows are weather-stripped; all joints and penetrations are caulked and sealed. 118(a): Insulation specified or installed meets Standards for Insulating Material. Indicate type and include on CF -6R Form. §118(1): The thermal emittance and solar reflectance values of the cool roofing material meets the requirements of §118(i) when the installation of a Cool Roof is s ecified on tl;e CF 1 R Form. *§1 50 a : Minimum R-19 insulation in wood -frame ceiling orequivalent U -factor. §150(b): Loose fill insulation shall conform with manufacturer's installed desi n labeled R -Value. 150(c): Minimum R-13 insulation in wood -frame wall orequivalent U -factor. *§1 50 d : Minimum R-13 insulation in raised wood -frame floor orequivalent U -factor. §I50(f): Air retarding wrap is tested, labeled, and installed according to ASTM E1677-95(2000) when specified on the CF -1 R Form. 150 : Mandatory Vapor barrier installed in Climate Zones 14 or 16. §150(1): Water absorption rate for slab edge insulation material alone without facings is no greater than 0.3%; water vapor permeance rate is no greater than 2.0 permilinch and shall be Erotected from physical damage and UV light deterioration. Fireplaces, Decorative Gas Appliances and Gas Lo Measures: HERS REQUIRED VERIFICATION Items in this section require field testing and/or verification by a certified HERS Rater. The inspector must receive a completed CF -4R form for each of the measures listed below for final to be given. The HVAC System HVAC System incorporates HERS verified Duct Leakage. HERS field verification and diagnostic testing is required to verify that duct leakage meets the specified criteria. §150(e)2: Continuous burning pilot lights and the use of indoor air for cooling a firebox jacket, when that indoor air is vented to the outside of the building, are prohibited. Space Conditioning, Water Heating and Plumbing System Measures: §110-§113: HVAC equipment, water heaters, showerheads, faucets and all other regulated appliances are certified by the Energy Commission. §113(c)5: Water heating recirculation loops serving multiple dwelling units and High -Rise residential occupancies meet the air release valve, backflow prevention, pump isolation valve, and recirculation loop connection requirements of§113(c)5. §115: Continuously burning pilot lights are prohibited for natural gas: fan -type central furnaces, household cooking appliances (appliances with an electrical supply voltage connection with pilot lights that consume less than 150 Btu/hr are exempt), and pool and spa heaters. _§_1 50�h): Heating and/or cooling loads are calculated in accordance with ASHRAE, SMACNA or ACCA. _ 150_i : Heat�cn systems are equipped with thermostats that meet the setback requirements of Section 112(c). §1500)1A: Storage gas water heaters rated with an Energy Factor no greater than the federal minimal standard are externally wrapped with insulation having an installed thermal resistance of R-12 or Greater. _ §150(j)l B: Unfired storage tanks, such as storage tanks or backup tanks for solar water -heating system, or other indirect hot water tanks have R-12 external insulation or R-16 internal insulation where the internal insulation R -value is indicated on the exterior of the tank. §150(j)2: First 5 feet of hot and cold water pipes closest to water heater tank, non -recirculating systems, and entire length of recirculating sections of hot water pipes are insulated per Standards Table 150-6. §150(j)2: Cooling system piping (suction, chilled water, or brine lines),and piping insulated between heating source and indirect hot water tank shall be insulated to Table 150-B and Equation 150-A. Ener Pro 5.1 bvEnergySoft User Number- 6194 RunCode: 2014-01-20T2 sc, /01 S / 4 �V�_ MAND T -O Y MEASURES SUMMARY: Residential/ (Pae 1 of 3) MF -1 K -Project Name --- STEVENS RESIDENCE Date 1/2012014 NOTE: Low-rise residentia! buildings subject to the Standards must comply with all applicable mandatory measures listed, regardless of the compliance approach used. More stringent energy measures listed on the Certificate of Compliance (CF -1 R, CF -1 R -ADD, or CF - 1 R -ALT Form) shall supersede the items marked with an asterisk (*) below. This Mandatory Measures Summary shall be incorporated into the permit documents, and the applicable features shall be considered by all parties as minimum component performance specifications whether they are shown elsewhere in the documents or in this summary. Submit all applicable sections of the MF -1 R Form with plans. Building Envelope Measures: §116(a)1: Doors and windows between conditioned and unconditioned spaces are manufactured to limit air leakage. §116(a)4: Fenestration products (except field -fabricated windows) have a label listing the certified U -Factor, certified Solar Heat Gain Coefficient SHGC , and infiltration that meets the requirements of 10-111(a). 117: Exterior doors and windows are weather-stripped; all joints and penetrations are caulked and sealed. 118(a): Insulation specified or installed meets Standards for Insulating Material. Indicate type and include on CF -6R Form. §118(1): The thermal emittance and solar reflectance values of the cool roofing material meets the requirements of §118(i) when the installation of a Cool Roof is s ecified on tl;e CF 1 R Form. *§1 50 a : Minimum R-19 insulation in wood -frame ceiling orequivalent U -factor. §150(b): Loose fill insulation shall conform with manufacturer's installed desi n labeled R -Value. 150(c): Minimum R-13 insulation in wood -frame wall orequivalent U -factor. *§1 50 d : Minimum R-13 insulation in raised wood -frame floor orequivalent U -factor. §I50(f): Air retarding wrap is tested, labeled, and installed according to ASTM E1677-95(2000) when specified on the CF -1 R Form. 150 : Mandatory Vapor barrier installed in Climate Zones 14 or 16. §150(1): Water absorption rate for slab edge insulation material alone without facings is no greater than 0.3%; water vapor permeance rate is no greater than 2.0 permilinch and shall be Erotected from physical damage and UV light deterioration. Fireplaces, Decorative Gas Appliances and Gas Lo Measures: 150 e 1 A: Masonry or factory -built fireplaces have a closable metal or glass door covering the entire opening of the firebox. §150(e)l B: Masonry or factory -built fireplaces have a combustion outside air intake, which is at least six square inches in area and is equipped with a with a readily accessible, operable, and tight -fitting damper and or a combustion -air control device. §150(e)2: Continuous burning pilot lights and the use of indoor air for cooling a firebox jacket, when that indoor air is vented to the outside of the building, are prohibited. Space Conditioning, Water Heating and Plumbing System Measures: §110-§113: HVAC equipment, water heaters, showerheads, faucets and all other regulated appliances are certified by the Energy Commission. §113(c)5: Water heating recirculation loops serving multiple dwelling units and High -Rise residential occupancies meet the air release valve, backflow prevention, pump isolation valve, and recirculation loop connection requirements of§113(c)5. §115: Continuously burning pilot lights are prohibited for natural gas: fan -type central furnaces, household cooking appliances (appliances with an electrical supply voltage connection with pilot lights that consume less than 150 Btu/hr are exempt), and pool and spa heaters. _§_1 50�h): Heating and/or cooling loads are calculated in accordance with ASHRAE, SMACNA or ACCA. _ 150_i : Heat�cn systems are equipped with thermostats that meet the setback requirements of Section 112(c). §1500)1A: Storage gas water heaters rated with an Energy Factor no greater than the federal minimal standard are externally wrapped with insulation having an installed thermal resistance of R-12 or Greater. _ §150(j)l B: Unfired storage tanks, such as storage tanks or backup tanks for solar water -heating system, or other indirect hot water tanks have R-12 external insulation or R-16 internal insulation where the internal insulation R -value is indicated on the exterior of the tank. §150(j)2: First 5 feet of hot and cold water pipes closest to water heater tank, non -recirculating systems, and entire length of recirculating sections of hot water pipes are insulated per Standards Table 150-6. §150(j)2: Cooling system piping (suction, chilled water, or brine lines),and piping insulated between heating source and indirect hot water tank shall be insulated to Table 150-B and Equation 150-A. §150(j)2: Pipe insulation for steam hydronic heating systems or hot water systems >15 psi, meets the requirements of Standards Table 123-A. 150(j)3A: Insulation is protected frorn damage, including that due to sunlight moisture, equipment maintenance, and wind. §150(j)3A: Insulation for chilled water piping and refrigerant suction lines includes a vapor retardant or is enclosed entirely in conditioned space. §150(i)4: Solar water heating systems and`or collectors are certified by the Solar Rating and Certification Cor oration. V EnergyPro 5.1 by EnergySoft User Number: 6194 RunCode: 2014-01-20T23:35:32 ID: Page 8 of 15 PERMIT #_ BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE L!A t t r r/ 7 Z t3 Y / P (1: IF i I 11. a T LIC # 905253 _O o I'" cfl (j I co CV U rCD LO ® w J V -J tw CD CD o DATE: 12/27/2016 DRAWN BY: R.S. SCALE: JOB NUMBER: SHEET E=1 OF W W 00 zZM WQto C:)Jp� Y LU LJOU > (n 'If O 's j MANDATORY MEASURES SUMMARY: Residential (Page 2 of 3) MF -1 R Project Name Date STEVENS RESIDENCE 1/20/2014 Room Name Room 1 Floor Area 1,792.0 ft2 Indoor Dry Bulb Temperature 68 OF §150(m)l : All air -distribution system ducts and plenums installed, are sealed and insulated to meet the requirements of CMC Sections 601, 602. 603, 604, 605 and Standard 6-5; supply -air and return -air ducts and plenums are insulated to a minimum installed level of R- 4.2 or enclosed entirely in conditioned space. Openings shall be sealed with mastic, tape or other duct -closure system that meets the applicable requirements of UL 181, UL 181 A, or UL 181 B or aerosol sealant that meets the requirements of UL 723. If mastic or tape is used to seal openings reater than 1/4 inch, the combination of mastic and either mesh or tape shall be used §150(m)l : Building cavities, support platforms for air handlers, and plenums defined or constructed with materials other than sealed sheet metal, duct board or flexible duct shall not be used for conveying conditioned air. Building cavities and support platforms may contain ducts. Ducts installed in cavities and support platforms shall not be compressed to cause reductions in the cross-sectional area of the ducts. §150(m)2D: Joints and seams of duct systems and their components shall not be sealed with cloth back rubber adhesive duct tapes unless such tape is used in combination with mastic and draw bands. 150(m)7: Exhaust fans stems have back draft or automatic dampers. §150(m)8: Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. §150(m)9: Insulation shall be protected from damage, including that due to sunlight, moisture, equipment maintenance, and wind. Cellular foam insulation shall be protected as above or painted with a coating that is water retardant and provides shielding from solar radiation that can cause degradation of the material. 150 m 10: Flexible ducts cannot have porous inner cores. §150(o): All dwelling units shall meet the requirements of ANSI/ASHRAE Standard 62.2-2007 Ventilation and Acceptable Indoor Air Quality in Low -Rise Residential Buildings. Window operation is not a permissible method of providing the Whole Building Ventilation required in Section 4 of that Standard. Pool and Spa Heating Systems and Equipment Measures: §114(a): Any pool or spa heating system shall be certified to have: a thermal efficiency that complies with the Appliance Efficiency Regulations; an on-off switch mounted outside of the heater; a permanent weatherproof plate or card with operating instructions; and shall not use electric resistance heating ora pilot light. §114(b)1: Any pool or spa heating equipment shall be installed with at least 36" of pipe between filter and heater, or dedicated suction and return lines, or built-up connections for future solar heating. 114(b)2: Outdoor pools ors as that have a heat pump or gas heater shall have a cover. §114(b)3: Pools shall have directional inlets that adequately mix the pool water, and a time switch that will allow all pumps to be set or programmed to run only during off-peak electric demand periods. 150 : Residential pool systems orequipment meet the Eump sizing, flow rate, Lino, filters, and valve requirements of 150 Residential Lighting Measures: §150(k)l: High efficacy luminaires or LED Light Engine with Integral Heat Sink has an efficacy that is no lower than the efficacies contained in Table 150-C and is not a low efficacy luminaire asspecified by §150(k)2. 150(k)3: The wattage of permanently installed luminaires shall be determined asspecified by §130(d). §150(k)4: Ballasts for fluorescent lamps rated 13 Watts or greater shall be electronic and shall have an output frequency no less than 20 kHz. §150(k)5: Permanently installed night lights and night lights integral to a permanently installed luminaire or exhaust fan shall contain only high efficacy lamps meeting the minimum efficacies contained in Table 150-C and shall not contain a line -voltage socket or line - voltage lamp holder; OR shall be rated to consume no more than five watts of power as determined by §130(d), and shall not contain a medium screw -base socket. 150(k)6: Lighting integral to exhaust fans, in rooms other than kitchens, shall meet the applicable requirements of §150(k). 150(k)7: All switching devices and controls shall meet the requirements of §150(k)7. §150(k)8: A minimum of 50 percent of the total rated wattage of permanently installed lighting in kitchens shall be high efficacy. EXCEPTION: Up to 50 watts for dwelling units less than or equal to 2,500 ft2 or 100 watts for dwelling units larger than 2,500 ft2 may be exempt from the 50% high efficacy requirement when: all low efficacy luminaires in the kitchen are controlled by a manual on occupant sensor, dimmer, energy management system (EMCS), or a multi -scene programmable control system; and all permanently installed luminaries in garages, laundry rooms, closets greater than 70 square feet, and utility rooms are high efficacy and controlled by a manual -on occupant sensor. §150(k)9: Permanently installed lighting that is internal to cabinets shall use no more than 20 watts of power per linear foot of illuminated cabinet. 0 EnergyPro 5.1 by EnergySoft User Number: 6194 RunCode: 2014-01-20723:35:32 ID: Page 9 of 15 ROOM HEATING PEAK LOADS Project Name STEVENS RESIDENCE Date 1/20/2014 ROOM INFORMATION DESIGN CONDITIONS Room Name Room 1 Floor Area 1,792.0 ft2 Indoor Dry Bulb Temperature 68 OF Time of Peak Jan 1 AM Outdoor Dry Bulb Temperature 25 OF Conduction EXCEPTION 1: Permanently installed low efficacy luminaires shall be allowed provided that they are controlled by a manual -on Area X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X to Ceiling U -Value X X X X X X X X X X X x X X x x X X X X X X X X x X X X x X X AT 'F = = = = = _ = = = = _ = = = = = = = = = = = = = = = = = = = = 43 Btu/hr R-19 Floor Crawlspace 1,792.0 0.0370 431 2,851 R-21 Wall 1,127.5 0.0690 43 3,345 IWC 5300 Vinyl,/Low-E 270.5 0.3700 43 4,304 Wood Door 58.0 0.5000 43 1,247 R-38 Roof Attic 1,744.0 0.0250 43 1,875 101,000 16,365 EnergyPro 5.1 by EnergySoft User Number: 6194 RunCode: 2014-01-20T23:35:32 /D: Page 10 of 15 274 17,894 Total Output (Btuh) 101,000 0 R-21 Wall (NW) 221.0 X 0.0690 X 24.2 = Output (Btuh/s ft) 56.4 811 900 Cooling System 0 0 Output per System 48,400 0 0 0 0 Total Output Btuh) 48,400 2,487 912 -2.487 Total Output (Tons) 4.0 811 900 Total Output Btuh/sgft) 27.0 (therms) (kWh) (therms) Total Output s ft/Ton 444.3 20,474 17,208 Air System haled 0.00 201.01 0.00 Heat Rejection CFM per System 1,600 HVAC EQUIPMENT SELECTION Fenestra ion Orientation Area GLF Area Airflow (cfm) 1,600 Carrier 48HJN005 --- 3 34,427 X 14.0 7,916 Window 101,000 _ 0.89 Window i (NE) 0.0 X 8.6 + 60.5 X 12.3 = 743 Window (SE) 50.0 X 17.4 + 0.0 Airflow (cfm/Ton) 396.7 Skylight (SE) . 0.0 X 17.8 + 48.0 X 61.9 = 2,973 X + Outside Air (%) 0-0% Total Adjusted System Output (Adjusted for Peak Design conditions) TIME OF SYSTEM PEAK 34,427 7,916 101,000 Jan 1 AM Outside Air (cfm/s ft) 0 00 X Note: values above given at ARI conditions Aug 3 PM HEATING SYSTEM PSYCHROMETRICS (Airstream Temperatures at Time of Heating Peak = 25 OF 67 OF 128 °F 129 OF 5,680 Internal Gain $/kW kW Btu/hr Occupants 4.0 Occupants X 230 Btuh/occ.=L �(.'t� 920 Equipment 1.0 Dwelling Unit X 1,600 Btu = 1,600 Infiltration: 1.074 Outside Air 2,503 Air Sensible Ar 0cfm Heating Coil Supply Fan Energy Star Incentive TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 16,365 Latent Gain 129 OF 1,600 cfm Occupants 4.0 Occupants X 200 1 Btuh/occ. = 800 MR 'ROOM X 0.82 X 98.06 X 0.00029 = 112 Air Sensible Items shown with an asterisk (*) denote conduction Infiltration:[ 1.00 X 1.074 Schedule Air Sensible Fraction through an interior surface X 1,792 X Area another room 8.00 X 0.387 Height ACH Page Total /60] X AT 13,622 = 4,272 TOTAL HOURLY HEAT LOSS FOR ROOM 17,894 Photovoltaic Incentive EnergyPro 5.1 by EnergySoft User Number. 6194 RunCode: 2014-01-20T23:35:32 1D: Page 13 of 15 MANDATORY MEASURES SUMMARY: Residential (Page 3 of 3) MF -1 R Project Name Date STEVENS RESIDENCE 1/20/2014 Date §150(k)10: Permanently installed luminaires in bathrooms, attached and detached garages, laundry rooms, closets and utility rooms shall be high efficacy. EXCEPTION 1: Permanently installed low efficacy luminaires shall be allowed provided that they are controlled by a manual -on occupant sensor certified to comply with the applicable requirements of §119. EXCEPTION 2: Permanently installed low efficacy luminaires in closets less than 70 square feet are not required to be controlled by a manual -on occupancy sensor. §150(k)l 1: Permanently installed luminaires located in rooms or areas other than in kitchens, bathrooms, garages, laundry rooms, closets, and utility rooms shall be high efficacy luimnaires. EXCEPTION 1: Permanently installed low efficacy luminaires shall be allowed provided they are controlled by either a dimmer switch that complies with the applicable requirements of §119, or by a manual - on occupant sensor that complies with the applicable requirements of §119. EXCEPTION 2: Lighting in detached storage building less than 1000 square feet located on a residential site is not required to comply with §150 k 11. §150(k)l2: Luminaires recessed into insulated ceilings shall be listed for zero clearance insulation contact (IC) by Underwriters Laboratories or other nationally recognized testing/rating laboratory; and have a label that certifies the lumiunaire is airtight with air leakage less then 2.0 CFM at 75 Pascals when tested in accordance with ASTM E283; and be sealed with a gasket or caulk between the luminaire housing and ceiling. §150(k)l3: Luminaires providing outdoor lighting, including lighting for private patios in low-rise residential buildings with four or more dwelling units, entrances, balconies, and porches, which are permanently mounted to a residential building or to other buildings on the same lot shall be high efficacy. EXCEPTION 1: Permanently installed outdoor low efficacy luminaires shall be allowed provided that they are controlled by a manual on/off switch, a motion sensor not having an override or bypass switch that disables the motion sensor, and one of the following controls: a photocontrol not having an override or bypass switch that disables the photocontrol; OR an astronomical time clock not having an override or bypass switch that disables the astronomical time clock; OR an energy management control system (EMCS) not having an override or bypass switch that allows the luminaire to be always on EXCEPTION 2: Outdoor luminaires used to comply with Exceptions to §150(k)13 may be controlled by a temporary override switch which bypasses the motion sensing function provided that the motion sensor is automatically reactivated within six hours. EXCEPTION 3: Permanently installed luminaires in or around swimming pool, water features, or other location subject to Article 680 of the California Electric Code need not be high efficacy luminaires. §150(k)14: Internally illuminated address signs shall comply with Section 148; OR not contain a screw -base socket, and consume no more than five watts of power as determined according to §130(d). §150(k)15: Lighting for parking lots and carports with a total of for 8 or more vehicles per site shall comply with the applicable requirements in Sections 130, 132, 134, and 147. Lighting for parking garages for 8 or more vehicles shall comply with the applicable requirements of Sections 130, 131, 134, and 146. §150(k)l6: Permanently installed lighting in the enclosed, non -dwelling spaces of low-rise residential buildings with four or more dwelling units shall be high efficacy luminaires. EXCEPTION: Permanently installed low efficacy luminaires shall be allowed provided that they are controlled by an occupant sensors certified to comply with the applicable requirements of 119. Output per System 101,000 16,365 EnergyPro 5.1 by EnergySoft User Number: 6194 RunCode: 2014-01-20T23:35:32 /D: Page 10 of 15 I HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY 16,365 912 Project Name 17,894 Date 1/20/2014 Date STEVENS RESIDENCE Floor Area 1,792 Date ,. • ANNUAL TDV ENERGY USE (kBtu/sqft-yr) 1/20/2014 System Name 1/20/2014 ROOM INFORMATION ROOM COOLING PEAK Floor Area HVAC System Zone Name Room Name Room 1 1,792 ENGINEERING CHECKS 104 0 SYSTEM LOAD 1,792.0 ft2 Outdoor Wet Bulb Temperature Number of Systems 1 COIL CFM Total Room Loads 843 Return Vented Lighting Return Air Ducts Return Fan Ventilation 0 Supply Fan Supply Air Ducts TOTAL SYSTEM LOAD COOLING PEAK COIL HTG. PEAK Heating System Sensible Latent CFM Sensible Output per System 101,000 16,365 912 274 17,894 Total Output (Btuh) 101,000 0 R-21 Wall (NW) 221.0 X 0.0690 X 24.2 = Output (Btuh/s ft) 56.4 811 900 Cooling System 0 0 Output per System 48,400 0 0 0 0 Total Output Btuh) 48,400 2,487 912 -2.487 Total Output (Tons) 4.0 811 900 Total Output Btuh/sgft) 27.0 (therms) (kWh) (therms) Total Output s ft/Ton 444.3 20,474 17,208 Air System haled 0.00 201.01 0.00 Heat Rejection CFM per System 1,600 HVAC EQUIPMENT SELECTION Fenestra ion Orientation Area GLF Area Airflow (cfm) 1,600 Carrier 48HJN005 --- 3 34,427 X 14.0 7,916 Window 101,000 Airflow (cfm/s ft) 0.89 Window i (NE) 0.0 X 8.6 + 60.5 X 12.3 = 743 Window (SE) 50.0 X 17.4 + 0.0 Airflow (cfm/Ton) 396.7 Skylight (SE) . 0.0 X 17.8 + 48.0 X 61.9 = 2,973 X + Outside Air (%) 0-0% Total Adjusted System Output (Adjusted for Peak Design conditions) TIME OF SYSTEM PEAK 34,427 7,916 101,000 Jan 1 AM Outside Air (cfm/s ft) 0 00 X Note: values above given at ARI conditions Aug 3 PM HEATING SYSTEM PSYCHROMETRICS (Airstream Temperatures at Time of Heating Peak = 25 OF 67 OF 128 °F 129 OF 5,680 Internal Gain $/kW kW Btu/hr Occupants 4.0 Occupants X 230 Btuh/occ.=L �(.'t� 920 Equipment 1.0 Dwelling Unit X 1,600 Btu = 1,600 Infiltration: 1.074 Outside Air 2,503 Air Sensible Ar 0cfm Heating Coil Supply Fan Energy Star Incentive TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 16,365 Latent Gain 129 OF 1,600 cfm Occupants 4.0 Occupants X 200 1 Btuh/occ. = 800 MR 'ROOM X 0.82 X 98.06 X 0.00029 = 112 Air Sensible 67 °F 68 OF n/a x 15% 912 24 13?IAC?'4 1NrP:l ,VAP701'-41.' (l T..,rdw Photovoltaic Incentive COOLING SYSTEM PSYCHROMETICS (Airstream Tem eratures at Time of Cooling Peak) Ener Pro 5.1 by Ener Soft User Number., 6194 RunCode: 2014-01-20T23:35:32 ID: Pae 14 of 15 sD Ano L 104 / 72 IF \ 75 / 61 °F 55154 °F 56 ! 54 OF A(,',, Symtta Energy uta ty" r� = n/a Outside Airy-- - -� The ComParci 0 cfm Cooling Coil Supply Fan 57 ! 55 OF ' 1,600 cfm "V. 1" ll,Ta nergv,mwy* -- *% Better than in this equation is limited to 45% F 46.2% ROOM Y r. ( 62 IF i 75161 °F EnergyPro\5.1 by EnergySoft User Number: 6194 RunCodea2014-01-20T23:35:32 ID: Page 11 of 15 RESIDENTIAL ROOM COOLING LOAD SUMMARY, 16,365 912 Project Name STEVENS RESIDENCE 17,894 Date 1/20/2014 Project Name---� / Floor Area 1,792 Date ,. • ANNUAL TDV ENERGY USE (kBtu/sqft-yr) STEVENS RESIDENCE �- y� PERCENT -BELOW 1/20/2014 ROOM INFORMATION ROOM COOLING PEAK DESIGN CONDITIONS COIL HTG. PEAK Zone Name Room Name Room 1 Outdoor Dry Bulb Temperature Sensible 104 0 Floor Area 1,792.0 ft2 Outdoor Wet Bulb Temperature CFM 722%F Indoor Dr Bulb Temperature 75 °F a Outdoor Dail Ran a '., 1 37 OF Opaque Surfaces Orientation Area U -Factor \ CLTD' Ztu/hr R-19 Floor Crawlspace 1,792.0 X 0.0370 X 13.6 = 902 R-21 Wall (SW) 351.0 X 0.0690 X 25.0 _ 605 Wood Door (SW) 20.0 X 0.5000 X 25.0 = 250 R-21 Wall (NW) 221.0 X 0.0690 X 24.2 = 369 R-21 Wall (NE) 349.5 X 0.0690 X 23.0 = 555 Wood Door (NE) 38.0 X 0.5000 X 23.0 = 437 R-21 Wall SE) 206.0 X 0.0690 X 25.0 = 355 R-38 Roof Attic (E) 1,744.0 X 0.0250 X 50.2 = 2,189 X X Standard Proposed Margin Page Total 5.662 Items shown with an asterisk (*) denote conduc\ through an inter surface to another room. , (therms) (kWh) (therms) Cooling Load Temperature Difference (CLTD) 309.84 0.00 -4.68 Space Cooling haled 0.00 201.01 0.00 Heat Rejection ,?`Unshaded 0.00 0.00 0.00 Fenestra ion Orientation Area GLF Area GLF Btu/hr Window (SW) 77.0 X 6 + f ` 0.0 X 14.0 = 666 Window (NW) 0.0 X �� 6 + 35.0 X 12.3 = 430 Window i (NE) 0.0 X 8.6 + 60.5 X 12.3 = 743 Window (SE) 50.0 X 17.4 + 0.0 X 32.4 = 868 Skylight (SE) . 0.0 X 17.8 + 48.0 X 61.9 = 2,973 X + X - only through the California °X + X - Advanced Homes Program for X+ X = new construction and are X + X = Page Total 5,680 Internal Gain $/kW kW Btu/hr Occupants 4.0 Occupants X 230 Btuh/occ.=L requirements to qualify. 920 Equipment 1.0 Dwelling Unit X 1,600 Btu = 1,600 Infiltration: 1.074 X 0.82 X 98.06 X 29 = subject to program limitations 2,503 Air Sensible CFM ELA AT o\ \ \ f'T fC Gas tinct Energy Star Incentive TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 16,365 Latent Gain Btu/hr Occupants 4.0 Occupants X 200 1 Btuh/occ. = 800 Infiltration: 4,815 X 0.82 X 98.06 X 0.00029 = 112 Air Sensible CFM ELA AW TOTAL HOURLY LATENT HEAT GAIN FOR ROOM n/a x 15% 912 24 13?IAC?'4 1NrP:l ,VAP701'-41.' (l T..,rdw Photovoltaic Incentive n/a x nla Ener Pro 5.1 by Ener Soft User Number., 6194 RunCode: 2014-01-20T23:35:32 ID: Pae 14 of 15 L ROOM LOAD SUMMARY 16,365 912 Project Name STEVENS RESIDENCE 17,894 Date 1/20/2014 System Name HVAC System 274 Floor Area 1,792 ROOM LOAD SUMMARY • ANNUAL TDV ENERGY USE (kBtu/sqft-yr) _ PERCENT -BELOW TITLE 24 ENERGY COMPONENT Standard Proposed Mar in ROOM COOLING PEAK COIL COOLING PEAK COIL HTG. PEAK Zone Name Room Name Mult, I CFM Sensible Latent CFM SensibleLatent CFM I Sensible Zone 1 Room 1 1 1 8431 16,365 912 843 16,365 912 2741 17,894 Total includes ventilation load for zonal EnergyPro 5.1 by EnergySoft User N; PAGE TOTAL _ TOTAL* '014-01-20T23:35:32 843 16,365 912 274 17,894 843 16,365 912 274 17,894 12 of 15 UTILITY INCENTIVE WORKSHEET 905253 UTIL-1 R Project Name H QD Date STEVENS RESIDENCE \ N 1/20/2014 • ANNUAL TDV ENERGY USE (kBtu/sqft-yr) _ PERCENT -BELOW TITLE 24 ENERGY COMPONENT Standard Proposed Mar in Margin Standard % Better* Space Heating 27.00 27.39 -0.39 0- 0.69 / LLJ W 00 Space Cooling 31.52 29.17 2.34 Cooling Standard Heat Rejection 0.00 0.00 0.00 �Y 2.34 / LLIOU Ir- 0 Indoor Fans 8.87 10.13 -1.26 Incentive Eligibility Yes No Domestic Hot Water 19.61 19.61 0.00 H�Q Owner Incentive (>=15%) 1110 Pumps 0.00 0.00 0.00 LLI NSHP Incentive (>=30%) ❑ 12 Conditioned Floor Area = 1,792.0 ft2 TOTALS: 87.00 86.31 0.69 H Number of Bedrooms = 3 LU Energy Star V3 Target = 15 • ANNUAL SITE ENERGY USE L a Average 2pm - 5am Standard, Proposed Margin Single Orientation Peak Demand kW 3.a 3.8 1 0.1 Standard Proposed Margin ENERGY COMPONENT Electricity Natural as Electricity Natural Gas Electricity Natural Gas (kWh) (therms) (kWh) (therms) (kWh) (therms) Space Heating 0.00 305.15 0.00 1 309.84 0.00 -4.68 Space Cooling 1,628.35 0.00 1,427.34 0.00 201.01 0.00 Heat Rejection 0.00 0.00 0.00 0.00 0.00 0.00 Indoor Fans 729.88 0.00 869.27 0.00 -139.39 0.00 Domestic Hot Water 0.00 236.64 0.00 236.64 0.00 0.00 Pumps0.00 0.00 0.00 0.00 0.00 0.00 TOTALS: 2,3,58.23 541.80 2,296.61 546.48 61.62 -4.68 1:161LIL POTENTIAL OWNER INCENTIVE CALCULATION otential incentives indicated rno % Better than Title -24* Incentive Savings this report are available (from step 2) Rate (from Step 3) Electricity �'� X Subtotal only through the California (kWh) nla n/a nla = nla Advanced Homes Program for $/kWh kWh new construction and are Electricity (kW) n/a �> nla X1 n/a = n/a NOT GUARANTEED. Projects $/kW kW must meet all other program - Natural Gas n/a 's" n/a X n/a requirements to qualify. Potential incentives are $/therm therm subject to program limitations Base Incentive = nla o\ \ \ f'T fC Gas tinct Energy Star Incentive nla x 10% IC1't Green Home Incentive n/a x 10% ��, SOUtrtrtt'� �,Afit€�l2.9� Compact Home Incentive n/a x 15% 24 13?IAC?'4 1NrP:l ,VAP701'-41.' (l T..,rdw Photovoltaic Incentive n/a x nla �, sD Ano L DC Rating kW A(,',, Symtta Energy uta ty" NSHP = n/a -3 , � The ComParci �.� � ,.. r Total = nla .. �;st .we ' "V. 1" ll,Ta nergv,mwy* *% Better than in this equation is limited to 45% EnergyPro 5.1.7.7 by EnergySoft User Number: 6194 RunCode: 2014-01-20T23:35:32 ID: Page 15 of 15 PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE DATE BY_______ _ LIC # 905253 O o H QD V 00 N CD � U Z Ln ®w U UJ z CD CD V o 0- LLJ W 00 Z Z O) LLI Q to p -10) �Y LU LLIOU Ir- 0 On c1f O Zm� ® >zw H�Q LLI W Z UJ � H a LU 1% O L a REVISIONS: DATE: BY: I DATE: 12/27/2016 DRAWN BY: R.S. SCALE: JOB NUMBER: SHEET Ew2 OF