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HomeMy WebLinkAboutB16-0819 027-020-052I ' THE CONTRACTOR SHALL VERIFY ALL JOB CON17MONS AND DIMENSIONS BEFORE BE6INNIN6 N10RK. U FROF05ED ADDITION EX15TING RE51DENCE 51TE PLAN LEGEND: 51TE PLAN EXI5TING AREA PROP05ED AREA -f- DRAIN DRAINAGE ARROW PROPERTY LINE - _,_ _ _ _ _ _ _ _ _ BUILDING 5ETBACK LINE NOTES: THE GROUND IMMEDIATELY ADJACENT TO THE FOUNDATION 5HALL BE 5LOPED AWAY FROM THE BUILDING AT A 5LOPE OF NOT LE55 THAN ONE UNIT VERTICAL IN 20 UNIT5 HORIZONTAL (5% SLOPE) FOR A MINIMUM V15TANCE 10 FT. IF PHY5ICAL O55TRUCTION N m - - �, - - OR LOT LNE5 PROHIBIT 10 FT. OF HORIZONTAL D15TANCE, A 5% 5LOPE SHALL BE _ PROVIDED TO AN APPROVED ALTERRNATIVE METHOD OF DIVERTING WATER AWAY FROM THE FOUNDATION. IMPERVIOU5 5URFACE5 WITHIN 10 FT. OF THE BUILDING SHALL BE 5LOF'ED A MINIMUM OF 2% AWAY FROM THE BUILDING. "Y DESIGN 4 DRAFTING, LLC. LIMITS n-5 RESPONSIBILITY TO INFORMATION REPRESENTED THEREIN AND THE INTENDED USE THEREOF AND A550ME5 NO RE5PON51BILITY FOR ACTUAL AS -BUILT CON12MCKS. PERMIT # S % BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE DATE 1Y �/ REFERENCE NORTH o- 3O 60' I 1 s - HaN Ey DESIGN" 6 DRAFTING, t« 916.947.9070 design@honeydrafting.com www.honeydrafting.com These drawings are instruments of service and are the property of HONI=Y DE5*N 4 DRAFTING, LLC. All design information contained in these drawings are for use on the specified project and shall not be used otherwise without the expressed written permission of HONEY DE51GN B DRAFTING, LLC. TITLES: SITE PLAN PLAN CHECK PC -01 CONST. DOCUMENTS 2016.08.31 DESIGN DEVELOPMENT 1 2016.05.16 SCHEMATIC DE516N 2016.04.19 SHEET: X2.11 FiLF G�� THE CONTRACTOR 5HALL VERIFY ALL JOB CONDITION5 AND DIMENSIONS BEFORE BEGINNING Y40RK. GENERAL BUILDING NOTES SHEET INDEX SCOPE: 1.01 THE CONSTRUCTION CONTRACT RELATED TO THE WORK OF THISFOR: A N • Sheet PROJECT 15 HEREBY MADE A PART OF THESE DRAAIN65 A5 THOUGHREMOPEL •0207�020�052�000 FULLY CONTAINED THEREIN. Number 5 h e e t Title 1.02 THE GENERAL ENGINEERING CONTRACTOR, GENERAL CONTRACTOR AND SUBCONTRACTORS SHALL COMPLETE ALL WORK REQUIRED TO RECEIVE A CERTIFICATE OF OCCUPANCY FROM THE BUILDING OFFICIAL HAVING JURISDICTION OVER THIS PROJECT. THE SCOPE OF PERMIT COMPLIANCE WORK RE!51PENGE AT 15 INCLUDED IN THE GENERAL CONTRACT FOR CONSTRUCTION OF TH15 PROJECT. THE GENERAL ENGINEERING CONTRACTOR, GENERAL CONTRACTOR ` / A1.11 Al .1 1 COYER SHEET (-��-- AND SUBCONTRACTORS SHALL BE RE5PON5151 E FOR AND GOVERNED BY ALL OF THE REQUIREMENT5 THEREUNDER. A2.11 SITE PLAN 'HONEY PRIOR TO APPROVAL, THE -_-- ;9 -MATTING, LLC. 1.03 CONTRACT GENERAL ENGINEERING CONTRACTOR, A3.00 DEMOLITION PLAN GENERAL CONTRACTOR AND 5U5CONTRACTOR5 SHALL V151T THE PROJECT SITE, AND BY THEIR OWN INVESTIGATION, DETERMINE EXI5TING 51TE CONDITIONS AS TO THE QUNTITIE5 OF MATERIALS, LABOR HOURS, AND ANY 1"70 SUMMIT AVE A3.01 DEMOLITION PLAN 916.947.9070 OTHER C05T ASSOCIATED WITH WORK THAT 15 TO BE DONE UNDER THEIR CONTRACT AND AS REQUIRED TO PA55 ALL BUILDING PERMIT INSPECTIONS. • design@honeydrafting.com A3.02 ROOF DEMOLITION PLAN ALL MODIFICATIONS REQUIRED BY THE INSPECTION AUTHORITY SHALL BE www.honeydrafting.com MADE BY EACH SUBCONTRACTOR AT THEIR EXPENSE. 1.04 PRIOR TO CONTRACT APPROVAL, THE GENERAL ENGINEERING CTOR AND AND SHALL CONTRVERIFFYAAND TH CA q5q66 A3.10 FLOOR PLAN A3.1 1 FLOOR PLAN These drawings are instruments CONFIRM E DESSIGNCREQUIREMENT5 F ALL NEIIN of service and are the property EXISTING ARCHITECTURAL, STRUCTURAL, PLUMBING, MECHANICAL, ANDORO\/LL , Of HONEY DESIGN d DRAFTING, ELECTRICAL SYSTEMS AND T ANY I A4.11 SCHEDULES 11in D15GREPANGIE5 CONTAINED IN THE CONTRACTTOT E OWNER IN these drrmation contained awings are WRITING. ALL MODIFICATIONS REQUIRED TO COMPLETE THE CONTRACT RESULTING FROM AMBI6UITIE5 OR DI5CREPANCIE5 NOT REPORTED Arb.1 1 ROOF PLAN for use on the specified project and shall not be used otherwise PRIOR TO CONTRACT APPROVAL SHALL BE MADE BY EACHwithout ``' the expressed written SUBCONTRACTOR AT THEIR EXPENSE. �� A7,00 PERSPEGTI /E N/IEW5 permission of HONEY DESIGN d APPLICABLE LAW5, ORDINANCES, I - ----- --- tib`` A-7.11 ELEVATIONS EXTERIOR DRAFTING, LLC. REGULATIONS AND STANDARDS j , I A�1.21 ELEVATIONS EXTERIOR 2.01 THE GENERAL ENGINEERING CONTRACTOR, GENERAL CONTRACTOR AND { ` I SUBCONTRACTORS SHALL CONFORM TO THE LATEST APPLICABLE, 1 fJ � s ` A-7.31 ELEVATIONS EXTERIOR ADOPTED EDITION OF THE CALIFORNIA CODE OF REGULATION5, TITLE -24, CALIFORNIA BUILDING CODE, CALIFORNIA PLUMBING CODE, CALIFORNIA MECHANICAL CODE, CALIFORNIA ELECTRICAL CODE, AND ALL LOCAL -- • - -• ! � A -f .41 ELEVATIONS EXTERIOR CODES AND ORDINANCES REQUIRED TO RECEIVE A CERTIFICATE OF $ OCCUPANCY FROM THE BUILDING OFFICIAL HAVING JURISDICTION OVER THE PROJECT. ` ` q AS.11 BUILDING SECTIONS 2.02 THE GENERAL ENGINEERING CONTRACTOR, GENERAL CONTRACTOR AND SUBCONTRACTORS SHALL PERFORM ALL WORK REQUIRED BY T' 4 - Aq,1 1 DETAILS APPLICABLE BUILDING CODES AND RE6ULA7ION5 TO PA55 ALL „+':.. AE1 UTILITY FLOOR PLAN REQUIRED BUILDING INSPECTIONS. -- - . ` AE2 UTILITY FLOOR PLAN PERMITS, LICENSES, INSPECTIONS AND FEES (F- -�- _�` 3.01 THE OWNER SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED PLAN A61 GAL GREEN REQUIREMENTS REVIEW, PERMIT, LICENSE, AND INSPECTION APPROVALS. ALL FEES REQUIRED FOR APPROVAL SHALL BE PAID BY THE OWNER. AG2 GAL GREEN REQUIREMENTS EXISTING GUARANTEE AT1 TITLE -24 CALC5 4.01 THE GENERAL ENGINEERING CONTRACTOR, GENERAL CONTRACTOR AND AT2 TITLE -24 CALC5 5UBGONTRACTOR5 SHALL GUARANTEE THAT ALL WORK REQUIRED TO CONSTRUCT THE PROJECT BE A COMPLETE WORKING SYSTEM AND SHALL OPERATE FREE FROM PEFEG75 IN YNORKMAN5HIP AND MATERIALS. THE G 5N 1 STRUCTURAL NOTES CONTRACTOR AGREE5 TO REPLACE, WITHOUT EXPENSE TO THE OWNER, ANY 4 ---- SPECIFICATIONS PROJECT COMPONENTS WHICH THE OWNER DETERMINES TO BE DEFECTIVE ., }s `, •'-�'� `_--- WITHIN ONE (1) CALENDAR YEAR FROM THE DATE OF FINAL CONTRACT _ 51.0 FOUNDATION AND SHEARWALL ACCEPTANCE. � . � -: �� \, PLAN k DATA AND MEASUREMENTS: �j2.0 SHEARWALL PLAN � w 5.01 DRAWING DATA CONTAINED HEREIN 15 A5 EXACT A5 COULD BE DETERMINED WITHIN O THE PROJECT DE5I6NER'5 DESIGN SCOPE OF SERVICES RENDERED. A5 SUCH THE ABSOLUTE ACCURACY OF THE DESIGN DATA 15 NOT GUARANTEED. THE GENERAL 53,0 ROOF FRAMING PLAN O ENGINEERING CONTRACTOR, GENERAL CONTRACTOR AND SUBCONTRACTORS - - - - __ ----- SHALL ENDEAVOR TO OBTAIN, VERIFY AND CONFIRM EXACT DESIGN DATA ON 51TE- AND SUITABLY ADAPT THE WORK TO CONFORM TO EXACT CONDITIONS ON SITE. J ���r'---•- -- - I f -- - �JD1 STRUCTURAL DETAILS ry THE CONTRACTOR SHALL REPORT ANY DESIGN DATA AMBIGUITIES OR + I E SD2 STRUCTURAL DETAILS 1(1 D15CREPANGIE5 CONTAINED IN THE CONTRACT TO THE OYVNER IN WRITING. ALL , ( :, O MODIFICATIONS REQUIRED TO ADAPT THE WORK SHALL BE MADE BY THE G 5D3 STRUCTURAL DETAILS CONTRACTOR AT THE CONTRACTOR'S EXPENSE. i 5.02 DO NOT SCALE THE DRAWINGS. WRITTEN DIMEN51ON5 AND ACTUAL BUTTE # o BUILDING MEASUREMENTS TAKE PRECEDENCE OVER SCALED DRAINING INFORMATION. 5.03 DIMENSIONS TO DOORS. AINDOY`15, AND OPENING5 ARE NOMINAL WIDTHS. COUNTY -- f i.T�� I '�- T__ o REFER TO THE FOR ACTUAL ROUGH OPENINGS. MANUFACTURER ••_;�._ I 816-2819 5.04 ALL HALL DIMENSIONS ARE ACTUAL, FACE OF STUD TO FACE OF STUD. B10 027-020-05?_ _ '-BUTTE COUNTY DEVELOPMENT SERVICES t� 1w WALL FINISH DIMEN5ION5 ARE NOT TAKEN INTO ACCOUNT AND ARE THE RESPONSIBILITY OF THE CONTRACTOR AND SUBCONTRACTORS TO t2/20/201.6 pC1 RCIC3iL1 Ai�E?, REP41+;pEL, COV BEV E R � A . tw DETERMINE PROPER CLEARANCES. CODEMVI �� �� 5.05 IF IT 1 SYSTEM CTE NOTE: IF IT 15 ELECTED THAT ROOF FRAMING 15 A PREMANUFAGTURED TRUSS SYSTEM, PROPOSED DATE_ � _Z-!�'� .__ • . z TRUSS MANUFACTURER AND CONTRACTOR SHALL VERIFY ALL JOB CONDITIONS AND DIMENSIONS BEFORE BUILDING TRUSSES AND INSTALLING. X y\ HDD LIMIT5 IT5 RESPONSIBILITY TO INFORMATION REPRESENTED THEREIN AND THE INTENDED USE THEREOF AND ASSUMES S USED BY THE TR FOR ACTUAL UR BUILT CONDITIONS AND ACTUAL DIMENSIONS A5 USED BY THE TRUSS MANUFACTURER. BUILDING SHEET ABBRE\IIATIONS PROJECT VICINITY MAP PROJECT TEAM PROJECT DATA SUBSTITUTIONS FOR SPECIFIED MATERIALS: AB ANCHOR BOLT GALV GALVANIZED 5HTHG 5HEATHING DESIGNER: APPLICABLE BUILDING GORE: 2013 GBG, GRG, CEG, CMG, CPG, CEG, 6.01 SPECIFIC TRADE NAMES MENTIONED IN THE DRAWINGS ARE FOR THE ADJ ADJACENT GL GLA55 5HV4R 5HOV4ER PURPOSES OF E5TABL15HING MINIMUM STANDARDS OF QUALITY, STYLE OR HONEY DE51GN d DRAFTING CEO (ENERGY CODE), CFO, d CGBG TYPE, AND SHALL NOT BE CONSTRUED TO RESTRICT SUBSTITUTIONS. ALL SUBSTITUTIONS SHALL BE SUBMITTED TO AND APPROVED BY THE OWNER IN 2208 29TH STREET, SUITE 300 ALUM ALUMINUM GYP GYP5UM 51M SIMILAR WRITING WITHIN A SUFFICIENT TIME FRAME AS NOT TO DELAY PROJECT COMPLETION. SACRAMENTO, GA 9581? 916-94 7-9070 OCCUPANCY GROUP: R3/U (SINGLE FAMILY DWELLING) - (� HIGH OR HEIGHT 51MP 'SIMP5ON' BM BEAM H designahoneydrafting.com VJ GLEAN UP AND START UP RESPONSIBILITIES -1.01 AFTER COMPLETION OF THE WORK DESCRIBED IN THEIR RESPECTIVE 5TRUCTURAL ENGINEER: tV� LU BOW BOTTOM OF WALL HB H05E BIBB 5LD SLIDING $ JT5 J015T SSP SHELF Q POLE CONSTRUCTION TYPE: CONTRACTS AND PRIOR TO ACCEPTANCE, THE GENERAL ENGINEERING° CONTRACTOR, GENERAL CONTRACTOR AND SUBCONTRACTORS SHALL BLKG BLOCKING s F vr9" a w ' - ' ; TYPE V -B TWO STORY NO-FIRE-5PRINKLED LU T N BRD BOARD LAV LAVATORY 5TRUGT STRUCTURAL THOROUGHLY GLEAN ALL EXPOSED SURFACES OF THEIR RESPECTIVE WORK OVII I F DAM BLVD. ` > < 7. GG CENTER TO CENTER LB POUND T TREAD: FLOOR AREA RATIO: FLOOR AREA RATIO (FAR) OF. = 5a. FT TOTAL 50. COMPLETED. ? r ; r� < ��4 ` 1 �j FT OF BUILDING: 5Q. FT. V LU GL CENTERLINE LIN LINEN TEMP TEMPERED R COMPLETION F THE WORK DESCRIBED IN THEIR RESPECTIVE CONTRACTS 1.02 AFTE GO LE ONO = x : + TITLE 24 ENERGY CONSULTANT: �. GEM GEMENT LT LIGHT. TOG TOP OF CONCRETE AND PRIOR TO PROJECT ACCEPTANCE, THE GENERAL ENGINEERING CONTRACTOR, GENERAL CONTRACTOR AND SUBCONTRACTORS SHALL '+ +� 1 OT �: `b `� ti E! ` il' GARSTAIR5 ENERGY CALCULATION TIMOTHY GARSTAIRS, GEA, HERS, GPR LOT: S.F., 1 , LU O i Q THOROUGHLY TEST AND PROPERLY START UP ALL PROJECT EQUIPMENT AS REQUIRED TO SECURE AND MAINTAIN SPECIFIED EQUIPMENT WARRANTIES. THE GER CERAMIC MANE MANUFACTURER TOG TOP OF GRADE. A '_ Y PO BOX 4736LIA SAN LUIS OBISPO, GA 93403 i ~ GJ CONTROL JOINT MAX MAXIMUM TOF TOP OF FLOOR GENERAL ENGINEERING CONTRACTOR, GENERAL CONTRACTOR AND .. L� 805 904-9048 �3UILDINGR - SUBCONTRACTORS SHALL REVIEW ALL MANUFACTURER'S RECOMMENDED OPERATIONS PROCEDURE INITH THE OWNER PRIOR TO PROJECT ACCEPTANCE. TRUSS DE516N: >• n o MG MEDICINE CABINET TOP TOP OF PAVEMENT GLG CEILING HIR RD. .. , n r CLR CLEAR MIN MINIMUM T05 TOP OF SLAB 1.03 THE GENERAL ENGINEERING CONTRACTOR, GENERAL CONTRACTOR AND nO 5PAGE EXI5TING PROP05ED NET CHANGE v • O � LUQ h� z CLO CLOSET MTL METAL TOW TOP OF WALL GARAGE 635 S.F. 635 S.F. O S.F. SUBCONTRACTORS SHALL TAKE REASONABLE MEASURES TO ENSURE THAT SITE 15 PREPPED AND MAINTAINED 50 THAT NO EROSION TO �- `; . ', � O Ci m STREET, NEIGHBORS, AND REAR LOT DRAIN OCCURS. J "' O CO CLEANOUT N NORTH N TELEVISION _�z ED COVERED PORCH 48 S.F. 914 S.F. 866 S.F. Q GONG CONCRETE O/ OVER TYP TYPICAL AREA OF WORK THE GENERAL ENGINEERING CONTRACTOR SHALL REMOVE ALL EXISTING ` r s CIVIL ENGINEER: TITLES: 10.01 '@ z LANDSCAPE MATERIAL NOT PROTECTED, CONCRETE PATI05/WALKWAYS, YARD CONTIN CONTINUOUS OG ON CENTER UGR UNDER COUNTER REFRIG. , FENCING AND POST FOOTIN65, GARAGE STRUCTURE AND FOUNDATION, AND ALL ABANDONED UTILITIES. THE CONTRACTOR SHALL REMOVE EXISTING 51TE DBL DOUBLE OFGI OWNER FURNISHED W WEST O LIGHTING AND IRRIGATION SYSTEM WITHIN THE AREA OF WORK, TERMINATE/GAP- OFF D15WNNECTION POINTS, AND TURN OVER ALL EXISTING SYSTEM CONTRACTOR INSTALLED ai, jf'ALERMO RD.' Oi DF DOUGLA5 FIR W/ NTH COMPONENTS TO THE OWNER FOR FUTURE USE. ALL TOP 501L SHALL BE `' "� COVER SHEET Q REMOVED AND STORED FOR USE IN FIN15H GRADING. DI DRAIN INLET PB PUSH BUTTON vvc WATER CLOSET FIRE PROTECTION DESIGN: DIA DIAMETER PH PHONE WD W00D TOTAL UNCONDITIONED AREA: 683 5.F. 1,549 S.F. 866 S.F. HOURS OF CONSTRUCTION R ^� • - s 11.01 NORMAL AND CUSTOMARY CONSTRUCTION ACTIVITY SHALL INCLUDE ANY DR DOOR PL PLATE WH WATER HEATER .. , _•+: PLAN GHEGK PG01 O DYy DISH WA5HER POG POINT OF CONNECTION WP WATER PROOF CONSTRUCTION ACTIVITY CONDUCTED MONDAY THROUGH FRIDAY, 6:00 LEVEL -1 1,104 S.F. 1,1'10 S.F. 66 S.F.5.F. DOGUMENT5 2016.08.31 DESIGN DEVELOPMENT I 2016.08.16 p Ll _ONST. A.M. TO 8:00 P.M., AND SATURDAYS 8:00 A.M. TO 6:00 P.M., EXCLUDING SGHEMATIc DESIGN 2O16.o4.1a n E EAST PT PRE55URE TREATED WWM WELDED VNIRE MESH FEDERAL HOLIDAYS PER GGR 6.146. LEVEL -2 884 S.F. 940 S.F. 51 S.F. m � E- ELEVATION R R15ER SHEET: 7 ROOF PREMANUFACTURED TRUSS SYSTEM: REFERENCE NORTH PROJECT SCOPE Ea EQUAL REF REFRIGERATOR 12.01 12.01 IF IT 15 ELECTED THAT ROOF FRAMING 15 TO BE A PREMANUFACTURED PROJECT LOCATION: APN:02'1-020-052-000 FF FIN15H FLOOR REINF REINFORCED 7RU55 5Y5TEM, THE TRU55 MANUFACTURER, CONTRACTOR, AND CLIENT SHALL VERIFY ALL JOB CONDITIONS AND DIMENSIONS BEFORE BUILDING TRU55 AND 170 SUMMIT AVE. INSTALLING. HDD LIMITS ITS RESPONSIBILITY TO INFORMATION REPRESENTED OROVILLE, CA 95966 REMODEL AND ADDITION TO TWO-STORY HOME TOTAL CONDITIONED FLOOR AREA: 1,993 S.F. 2,110 S.F. 117 S.F. FIX FIXTURE RM Roots THERIN AND THE INTENDED USE THEROF AND ASSUMES NO REPONSIBIL1 Y FOR A1011 2 FLUOR FLUORESCENT RWD REDWOOD ACTUAL AS -BUILT CONDITIONS AND ACTUAL DIMENSIONS AS USED BY THE TRU55 Q MANUFACTURER. ANY ACTUAL DIMENSION DISPGREPANCIE5 SHALL BE BROUGHT LOT COVERAGE: 1,78 S.F. 2,719 S.F. 932 S.F. TO THE ATTENTION OF HDD PRIOR TO BUILDING TRUSSES. ANY DISCREPANCIES FP FIRE PLACE 5 SOUTH Ip DISCOVERED AFTER TRUSSES ARE BUILT ARE NOT THE LIABILITY OF HDD GA GAUGE SB SET BACK LOT COVERAGE: 255,261 S.F. 0:10% 1.06% 0.36% GFGI GROUND FAULT INTERRUPTER SF 5QUARE FOOT HDD LIMIT5 1"1`5 RE5PONSIBILITY TO INFORMATION REFRE5ENTED THEREIN AND THE INTENDED USE THEREOF AND A55UME5 NO RE5PON51BILITY FOR ACTUAL A5 -BUILT G47NDITION5. F-�-tLrc-.. 1p%e THE CONTRACTOR SHALL VERIFY ALL JOB CONDITIONS AND DIMENSIONS BEFORE BEGINNING YVORIC LEGEND: SITE PLAN EXI5TING AREA PROPOSED AREA 4 DRAIN DRAINAGE ARROW r _ — PROPERTY LINE r - - r _ _ _ _ _ _ _ _ BUILDING SETBACK LINE NOTES: THE GROUND IMMEDIATELY ADJACENT TO THE FOUNDATION SHALL BE SLOPED AWAY FROM THE BUILDING AT A SLOPE OF NOT LE55 THAN ONE UNIT VERTICAL IN 20 UNITS HORIZONTAL (5% 5LOPE) FOR A MINIMUM DISTANCE 10 FT. IF PHY5I0AL OBSTRUCTION OR LOT LINES PROHIBIT 10 FT. OF HORIZONTAL DISTANCE, A 5% SLOPE SHALL BE PROVIDED TO AN APPROVED ALTERRNATIVE METHOD OF DIVERTING WATER AWAY FROM THE FOUNDATION. IMPERVIOUS SURFACES WITHIN 10 FT. OF THE BUILDING SHALL BE SLOPED A MINIMUM OF 2% AWAY FROM THE BUILDING. FROF05EOO ADDITION EXIST1116 RE51DENGE 51TF PLAN HONEY DESIGN 4 DRAFTING, LLC. LIMITS ff5 RE5PONSIBILITY TO INFORMATION REPRESENTED THEREIN AND THE INTENDED USE THEREOF AND A55UME5 NO RESPON5IBILRY FOR ACTUAL Ar -BUILT CONDITIONS. PERMIT#CZ I _1"✓� ' � 2 q BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE CQiV PLI CE DAT V L BY REFERENCE NORTH SCALE: 1"= 30'-0^ 0- 301 60 1 rHONEYD_ _ ESI�G__N�J I_._ .___- B DRAFTING,« 916.947.9070 design@honeydrafting.com www.honeydrafting.com These drawings are instruments OF service and are the property OF HONEY DESIGN 8 DRAFTING, LLC,. All design information contained in these drawings are for use on the specified project and shall not be used otherwise without the expressed written permission of HONEY DESIGN 8 DRAFTING, LLC,. W O O O to 1 O O O r' O n� (L LU LU U - !.l 1 >< O <v u- LU �-- - LU LU O } LU LU � O TITLES: SITE PLAN PLAN CHECK P601 CONST. DOCUMENTS 2016.05.31 DESIGN DEVELOPMENT 1 2016.08.16 SCHEMATIC DE51ON 2016.04.19 SHEET: X2. 11 THE CONTRACTOR SHALL VERIFY ALL JOB CONDITIONS AND DIMENSIONS BEFORE BEGINNING NIORK. HONEY DE516N 4 DRAFMG, LLC. LIMIT5 rfS RESPONSIBILITY TO INFORMATION REPRF5ENT V THUKUN AND THt ml tNUtD U5t I HtK=,1r AND A t0UM= NU rct7rUMP1tNL_1 i T rCJIK Pf. i UAL. n5-cxnL-1 wNvl I 1(.Mn. LEGEND: DEMOLITION PLAN —�— - : V •`� PORGHI MNPw� v,� °LGNT: ROOM NAME, ROOM FINISH NUMBER, REMARKS, MINIMUM PLATE HEIGHT, CEILING HEIGHT, FLOOR FIN15H, ROOM SIZE AND NET AREA: SEE FIN15H FIR FIN: sG Bim: X 5CHEDULE 5HEET5 _ , 2' - O" I 5-51. 1 11' - 5/8" 1 1/8" 1 12'- 10 1/8" 1 5' - 111/5" I A.O ISO AREA: 2- - 06100.WEE04 EX15TINO EXTERIOR ALL CONSTRUCTION: 2X4 D.F. STUDS 0 16" O.G. WITH W GYP BRO INSIDE. PATCH AND REPAIR ANY DEMOLITION WORK (FINISH AS SPECIFIED ON FINISH SCHEDULE), TYP. U.N.O..00 06100.Y�E104 EXISTING INTERIOR WALL CONSTRUCTION: 2X4 D.F. STUDS @ 16" O.G. WITH GYP BRO EACH SIDE. PATCH AND REPAIR ANY DEMOLITION WORK WE5THONYDE PAGING (FINISH A5 SPECIFIED ON FIN15H SCHEDULE), TYP. U.N.O. _ SIG I� �S DRAFTING, I1C 06100r1EED� EXISTING EXTERIOR WALL DEMOLITION: DEMO AS 5HOYHN, C _ CONTRACTOR TO VERFIY REQUIRED DEMO EXTENTS BEFORE BEGINNING WORK. PATCH AND REPAIR AFFECTED AREAS TO REMAIN (FIN15H AS 5PEGIFIED ON FINISH SCHEDULE), TYP. U.N.O. 916.947.9070 N lE) STORAGE �, design@hondydrafting.com. www.honeydrafting.com 06100.WEID EXISTING INTERIOR WALL DEMOLITION: DEMO A5 5HOWN, CONTRACTOR TO VERFIY REQUIRED DEMO EXTENTS BEFORE BEGINNING WORK. PATCH AND REPAIR AFFECTED AREAS TO REMAIN (FINISH A5 SPECIFIED ` ~ 198 5F i � ON FIN15H SCHEDULE), TYP. U.N.O. These drawings are instruments of service and are the property o61oo DiEy EXISTING DOOR DEMOLITION: REMOVE AS SHOWN, CONTRACTOR TO VERFIY REQUIRED DEMO EXTENTS BEFORE BEGINNING WORK. M10 2'-O"X2'-O' of HONEY DE510N 8 DRAFTING, LLC. All desl n information g HH: 6'- 6" 56L (EXIST) — — — — — — — — — — — — — PATCH AND REPAIR AFFECTED AREAS TO REMAIN (FINISH AS SPECIFIED ON FIN15H SCHEDULED, TYP. U.N.O. contained in these drawings are for use on the Specified projectwis and Shall not be used otherwise \ ( without the expressed written HONEY DESIGN 8 \\ / III permission of 06100.WED EX15TINO WINDOW DEMOLITION: REMOVE AS 5HOWN, CONTRACTOR TO VERFIY REQUIRED DEMO EXTENT5 BEFORE BEGINNING WORK. 152 \\ I I I I I III DRAFTING, LLC. II vv3 III PATCH AND REPAIR AFFECTED AREAS TO REMAIN (FINISH AS a" II 315 III ® SPECIFIED ON FIN15H SCHEDULE), TYP. U.N.O. (EXIST) II III III I II I I II II I I I I III lii II (E) GARAGE r-r-r-r� III I i I) RM106 I I I I 1 406 5F 11 1 I 1 I I I I I II (E) DINING D156 ECK o I I I I 1 • 16'-o"x1'-0„ RU20F (EXIST) III I I I 'M105 I III I � II II 353 5F 0" Sliding -2 panel II I I I I I I 1 �z II III 1 I II r�r�- P__ 1 I I I I II I I i I LL.J_LJ UP J_j 121 (EXIST) II _:( i (E) BATH �!� - - V154 III -' r D149 I I I II M104 -- W3 I I W3 (1I x15F �j, IIExl ) I ------ ----- O (EXIST) I I // \ -,� S ( O -- 1 I I _ 1 _- L // I/ I I I I I 5' - 10" x s' -10" HH: 6- 10" O iL— — — _JL _L J(j SGL (EXIST) (E) ENTRY 1 III 1 1 1 O --_—JJ ry 145 5F i O 1 I (E) KITCHEN -� I I L—.�—�r—� D155 I II RM103 I I �z U W3 5'-0"X6'-8" I I 183 5F 14 � Zu4 O Double -Flush I II I I I 3'-10"x3'-4" I1 56L (EXIST) Ico Z = I I II 14 LU I I T -10"X4'-10" I HH: 6- 10" FIX (EXIST) I (E) FAMILY ROOML I I I V • � RM1 2 lu � � � 334 F � � I I 1 I 1 O < v LL 1..1..1 %- -A D LU y -A L 6 I I I I I I - - - I - - - - - - - Q j -� O � } 14 � ,.0 NO HH: 6- 10„ FIX (EXIST) 1 I I I I TITLES: DEMOLITION PLAN EAST FACING REFERENCE NORTH PLAN CHECK PC01 CONST. DOCUMENTS 2016.05.51 DESIGN DEVELOPMENT I 2016.08.16 SCHEMATIC PE -516N 2016.04.19 SHEET: PERMIT # BUTTE COUNTY OEVELOPM -NT SERVICES �R VIED FOR , G F. A3,vOO C 0 MPL;4�IA( SCALE: O 1' 2' 4' 8' LEWVEL ONE - DEMOLITION PLAN � HONEY DE516N 4 DRAFMG, LLC. LIMIT5 rfS RESPONSIBILITY TO INFORMATION REPRF5ENT V THUKUN AND THt ml tNUtD U5t I HtK=,1r AND A t0UM= NU rct7rUMP1tNL_1 i T rCJIK Pf. i UAL. n5-cxnL-1 wNvl I 1(.Mn. THE CONTRACTOR SHALL VERIFY ALL JOB CONDITIONS AND DIMENSIONS BEFORE BEGINNING YVORK (D- K 3 LEGEND: DEMOLITION PLAN a G PORGHI ROOM NAME, ROOM FIN15H NUMBER, REMARKS, MINIMUM PLATE HEIGHT, J.� REM: V/uLl® CEILING HEIGHT, FLOOR FINISH, ROOM SIZE AND NET AREA: SEE FINISH CL HT. ITT: ,10' FRFIN: a4 50HEDULE SHEETS tart - x 8¢E: na X Yla AREA: 2259 75/5" OWOOY4F-W4 EXISTING EXTERIOR WALL CONSTRUCTION: 2X4 D.F. STUDS 0 16" O.G. WITH GYP BRO INSIDE. PATCH AND REPAIR ANY DEMOLITION WORK (FIN15H A5 SPECIFIED ON FINISH 5CHEDULE), TYP. U.N.O. ----------------------- , _ 06100.WE104 EXI5TING INTERIOR WALL CONSTRUCTION: 2X4 D.F. STUDS a 16" O.G. WITH -- GYP BRD EACH SIDE. PATCH AND REPAIR ANY DEMOLITION WORK (FINISH A5 5PEGIFIED ON FINISH SCHEDULE), TYP. U.N.O. -(DEMO ROOF) -- —_ - — I WEST FACING EXI5TIN6 EXTERIOR WALL DEMOLITION: DEMO A5 5HOWN, - — I CONTRACTOR TO VERFIY REQUIRED DEMO EXTENTS BEFORE BEGINNING WORK. PATCH AND REPAIR AFFECTED AREAS TO REMAIN -: — — — (FINISH A5 SPECIFIED ON FINISH SCHEDULE), TYP. U.N.O. 06100.NEID EXI5TING INTERIOR WALL DEMOLITION: DEMO AS 5HOWN, CONTRACTOR TO VERFIY REQUIRED DEMO EXTENTS BEFORE BEGINNING WORK. PATCH AND REPAIR AFFECTED AREAS TO REMAIN (FIN15H A5 SPECIFIED = - =- ON FINISH SCHEDULE), TYP. U.N.O. 15 -- I I I 06100.DED EXISTING DOOR DEMOLITION: REMOVE A5 SHOWN, CONTRACTOR TO l PATCH AND REPAIR AFFECTED AREAS TO REMAIN (FINISH -- - _ - — _- — BEGINNING WORK. x 4' - 10 —I \ II SPECIFIED ON FINISH SCHEDULE), TYP. U.N.O. 5H A5 23 C 06100.riw EXISTING WINDOW DEMOLITION: REMOVE A5 SHOWN, CONTRACTOR D16 .1� CLOSET TO VERFIY REQUIRW ED DEMO EXTENTS BEFORE BEGINNING ORK. -- PATCH AND REPAIR AFFECTED AREAS TO REMAIN (FIN15H AS {E) BED OOM 3 ® SPECIFIED ON FIN15H SCHEDULE), TYP. U.N.O. 3'-0"x9'-a"i,� RM�0-7 EAST FACING REFERENCE NORTH 1 ?' - b" I I 2q'- 11 3/4" 00-1 rAY5) -G D nE nF LEVEL TWO -DEMOLITION PLAN HONEY DESIGN 4 DRAFTING, LLC,. LIMITS IT5 RESPONSIBILITY TO INFORMATION REPRE5ENTED THEREIN AND THE INTENDED USE THEREOF AND A55UME5 NO RESPONSIBILITY FOR ACTUAL A5 -BUILT GONDITION5. SCALE: O 1' 2' 4- a' PERMIT #_ BUTTE COUNTY O�/ELii����wT S�RVIGrS REV -M j Fon . C91D MP GE DATE -- -------'f-- _ _ ,f.Ir e H 0 N EY D -ES -G1—_ '-N`-- -.. [ODRAFTING,�Ic�- 916.947.9070 design@honeydrafting.com . www.honeydrafting.com These drawings are instruments of service and are the property Of HONEY PE51ON 6 DRAFTING, LLC. All design information contained in these drawings are for use on the Specified project and shall not be used otherwise without the expressed written permission of HONEY PE516N e DRAFTING, LLC. TITLES: DEMOLITION PLAN PLAN GHEGK PC01 CONST. DOUMENTS 2016.05.31 M516N DEVELOPMENT 1 2016.05.16 SCHEMATIC, VE516N 2016.04.19 THE CONTRACTOR SHALL VERIFY ALL JOB CONDITIONS AND DIMENSIONS BEFORE BEGINNING YVORK 0► WE5T FACING 1 — — — — — — — — — — — — — — — — DEMO PORTION OF ROOF 9 NOTE: FIELD MEASUREMENT5 ARE REQUIRED BY CONTRACTOR FOR ANY CONSTRUCTION TO MATCH EXISTING f .a p ROOFS LEVEL TYNO - DEMOLITION PLAN HONEY DE516N d DRAFTING, LLC. LIMITS ITS RESPONSIBILITY TO INFORMATION REPRESENTED THEREIN AND THE INTENDED USE THEREOF AND A55UME5 NO RESPONSIBILITY FOR ACTUAL AS -MILT CONDITION5. REFERENCE NORTH 51 -'ALE: O 1' 2' 4- 8' LEGEND: DEMOLITION PLAN P Er � REK �Aw,® ROOM NAME, ROOM FIN15H NUMBER, REMARKS, MINIMUM PLATE HEIGHT, CEILING HEIGHT, FLOOR FINISH, ROOM SIZE AND NET AREA: SEE FINISH CIG IN: ao FLR FIN: 5C- 50HE SLE SHEETS SIZE: ov X 8v AREA: ]SS x - 06100.WEE04 EXISTING EXTERIOR WALL CON5TRUGTION: 2x4 D.F. 5TUD5 o 16" O.G. WITH GYP BRD INSIDE. PATCH AND REPAIR ANY DEMOLITION WORK (FINISH AS SPECIFIED ON FINISH SCHEDULE), TYP. U.N.O. 06100.NE104 o - - - GYP BRD EACH SIDE. PATCH AND REPAIR ANY DEMOLITION WORK NOTE: FIELD MEASUREMENT5 ARE REQUIRED BY CONTRACTOR FOR ANY CONSTRUCTION TO MATCH EXISTING f .a p ROOFS LEVEL TYNO - DEMOLITION PLAN HONEY DE516N d DRAFTING, LLC. LIMITS ITS RESPONSIBILITY TO INFORMATION REPRESENTED THEREIN AND THE INTENDED USE THEREOF AND A55UME5 NO RESPONSIBILITY FOR ACTUAL AS -MILT CONDITION5. REFERENCE NORTH 51 -'ALE: O 1' 2' 4- 8' LEGEND: DEMOLITION PLAN P Er � REK �Aw,® ROOM NAME, ROOM FIN15H NUMBER, REMARKS, MINIMUM PLATE HEIGHT, CEILING HEIGHT, FLOOR FINISH, ROOM SIZE AND NET AREA: SEE FINISH CIG IN: ao FLR FIN: 5C- 50HE SLE SHEETS SIZE: ov X 8v AREA: ]SS x - 06100.WEE04 EXISTING EXTERIOR WALL CON5TRUGTION: 2x4 D.F. 5TUD5 o 16" O.G. WITH GYP BRD INSIDE. PATCH AND REPAIR ANY DEMOLITION WORK (FINISH AS SPECIFIED ON FINISH SCHEDULE), TYP. U.N.O. 06100.NE104 EXI5TIN6 INTERIOR WALL CONSTRUCTION: 2X4 D.F. 5TUD5 0 16" O.G. WITH GYP BRD EACH SIDE. PATCH AND REPAIR ANY DEMOLITION WORK (FINISH AS SPECIFIED ON FIN15H SCHEDULE), TYP. U.N.O. 06100.Y�ED EX15TIN6 EXTERIOR WALL DEMOLITION: DEMO AS 5HOWN, CONTRACTOR TO VERFIY REQUIRED DEMO EXTENTS BEFORE BEGINNING WORK. PATCH AND REPAIR AFFECTED AREAS TO REMAIN (FINISH AS SPECIFIED ON FIN15H SCHEDULE), TYP. U.N.O. 0610o.WEI0 EXI5TING INTERIOR WALL DEMOLITION: DEMO A5 5HOWN, CONTRACTOR TO VERFIY REQUIRED DEMO EXTENTS BEFORE BEGINNING WORK. = PATCH AND REPAIR AFFECTED AREAS TO REMAIN (FINISH A5 SPECIFIED ON FIN15H SCHEDULE). TYP. U.N.O. 06100.DED EXISTING DOOR DEMOLITION: REMOVE AS 5HOWN, CONTRACTOR TO VERFIY REQUIRED DEMO EXTENTS BEFORE BEGINNING WORK. 9 PATCH AND REPAIR AFFECTED AREAS TO REMAIN (FINISH AS \ I I SPECIFIED ON FINISH SCHEDULE), TYP. U.N.O. �� II JJ 06100.Y4ED EXISTING WINDOW DEMOLITION: REMOVE AS 5HOWN, CONTRACTOR TO VERFIY REQUIRED DEMO EXTENTS BEFORE BEGINNING WORK. PATCH AND REPAIR AFFECTED AREAS TO REMAIN (FINISH AS SPECIFIED ON FINISH SCHEDULE), TYP. U.N.O. PERMIT# BUTTE COUNTY DEVELOPMENT SERVICES REVIEWFOR CODE COMPLIANCE DATE BY _1 0-NEY-DEEIGN-� ;9 DRAFTING,«�J _ - _ _ 916.947.9070 design@honeydraftir g.com www.honeydrafting.com These drawings are instruments of service and are the property Of HONEY DE510N 4 DRAFTING, LLC. All design information contained in these drawings are for use on the specified project and shall not be used otherwise without the expressed written permission of HONEY DESIGN B DRAFTING, LLC. J Q O LU O O O i-1 O O O NT— O n� LU .. L Z }< O <LUv LU Q � — Q LU 0 TITLES: ROOF DEMOLITION PLAN PLAN CHECK PC01 CONST. DOCUMENT5 2016.08.31 DE516N DEVELOPMENT 1 2016.08.16 SCHEMATIC- DESIGN 2016.04.19 X3.02 CONTRACTOR SHALL VERIFY ALL JOB CONDITIONS AND DIMENSIONS BEFORE BEGINNING YVORK. A 5 G I fi (:D E F G 37 - 7 5/8" 18' - 10 5/8" I 5' - -1 7/8" MST FACING I I I 0- HYvt 1 6'-0"X"71-0" Entry I I - - - — - - — - — - - - - 4 blo I I 7- 10" x 4'- 10" GREAT ROOM HH: &'- 10" Fixed RM102 226 5F I I I M10 I II 6'-O"x5'-0" H 1" Fixed II 111 6' - q 3/8" A8 I 4'-101/2" T-8" LEYEL ONE -NEW FLOOR PLAN LEGEND: FLOOR PLAN IN) BED1 ROOM NAME, ROOM NUMBER, ROOM SIZE AND NET AREA: SEE FINISH -0101 I SCHEDULE SHEETS FOR REMARKS, MINIMUM PLATE HEIGHT, 120 5F CEILING HEIGHT, FLOOR d WALL FINISHES. - 17-0'x1d-0' WINDOW SYMBOL: SEE WINDOW SCHEDULE SHEET. 1 NOTE: ESCAPE OR RESCUE WINDOWS REQUIRED IN "R" OCCUPANCIES R7001 SHALL HAVE A MINIMUM NET CLEAR OPENABLE DIMENSIONS - AREA OF 5.7 W-0"XW-0' 5.F., HEIGHT 24," WIDTH 20," SILL HEIGHT 44" ABOVE FINISH FLOOR (TYP). FIR 7-0' FIX .�z I I O6 RM107 I I SEE DOOR SCHEDULE SHEET I — I — V 0"x7' -o" 1CAP, GARAGE --------- O70 OPENING SYMBOL: R1001 SEE OPENING SCHEDULE SHEET I 193 5F I N HH: W -O" RISE: NA N I . - I EXISTING EXTERIOR WALL CONSTRUCTION: 2X4 D.F. STUDS 0 16" O.G. WITH GYP BIRD INSIDE. PATCH AND REPAIR ANY DEMOLMON WORK (FINISH AS SPECIFIED ON FINISH SCHEDULE) ---I ----------� RMYv1306 M0 --t- I I 3'-O"x6'-8" '-0" 2'-O"x2' I GYP BIRD EACH SIVE. PATCH AND REPAIR ANY DEMOLITION WORK (FINISH I I 15 5GL A5 5PECIPIE:;D ON FINISH SCHEDULE) I I II I NEW EXTERIOR WALL CONSTRUCTION - 2X4 D.F. STUDS ® 16" O.G. FIN15H LIVING ROOM I I RM105 05 1 345 5F ----------------I ;� 2CAP, GARA6E 16'-o"x7'-O" _ ; RM106 G E DOOR 406 5F Uf- I II II r------ 3'-01/2" II II 8"x6'-8" - - -- ------- IS x Q N 610 CLOSET_ _ I i = _ - I i 12" MECHANICAL SHAFT 3' - O" x 1' - O" HH: T - O" _ = ALIGN SGL�i =1 BATH 1 I - - - - - _ ry o1 ----- � 5 5F 49 5F RM1o1 ----- - RM104 2'-0"x6'- 15 rj I 09 RM10q I r�2 -- DINING — - - - - - ❑ I I -4"x6'-8" IS 2'-4"x6-8" ISP MEY�U RM108 I I I I I 102 5F ENTRY I I I I I I I I I CO ERED PORCH RM101 130 5F 0- HYvt 1 6'-0"X"71-0" Entry I I - - - — - - — - — - - - - 4 blo I I 7- 10" x 4'- 10" GREAT ROOM HH: &'- 10" Fixed RM102 226 5F I I I M10 I II 6'-O"x5'-0" H 1" Fixed II 111 6' - q 3/8" A8 I 4'-101/2" T-8" LEYEL ONE -NEW FLOOR PLAN LEGEND: FLOOR PLAN IN) BED1 ROOM NAME, ROOM NUMBER, ROOM SIZE AND NET AREA: SEE FINISH -0101 I SCHEDULE SHEETS FOR REMARKS, MINIMUM PLATE HEIGHT, 120 5F CEILING HEIGHT, FLOOR d WALL FINISHES. - 17-0'x1d-0' WINDOW SYMBOL: SEE WINDOW SCHEDULE SHEET. 1 NOTE: ESCAPE OR RESCUE WINDOWS REQUIRED IN "R" OCCUPANCIES R7001 SHALL HAVE A MINIMUM NET CLEAR OPENABLE DIMENSIONS - AREA OF 5.7 W-0"XW-0' 5.F., HEIGHT 24," WIDTH 20," SILL HEIGHT 44" ABOVE FINISH FLOOR (TYP). FIR 7-0' FIX .�z 2 EXTERIOR ELEVATIONS FOR LOCATION AND TYPE OF EXTERIOR FINISH. 06100.YgN04 NEW INTERIOR WALL CON5T1;ZUGTION: 2X4 D.F. STUD5 a 16" O.G. FIN15H A5 SPECIFIED ON FIN15H SCHEDULE 1 06100 k-,EI06 NEW INTERIOR WALL CONSTRUCTION: 2X6 D.F. STUDS ® 16" O.G. FIN15H AS SPECIFIED ON FIN15H SCHEDULE M10 77= q' -11"x4' -O" OSSOO.DR01 DOORS -1: SEE SCHEDULE HH: 6'- 8" N COLOR: A5 SELECTED BY OWNER- CAULK ALL EXTERIOR JOINTS (7YP). SEE Fixed (divided) WINDOW/DOOR SCHEDULE AND FLOOR PLAN FOR TYPE, LOCATION 4 SIZE. — - - - — - - — - - - — - — - — - — - I m n [D 05500.ND01 WINDOWS -1: SEE SCHEDULE COLOR: A5 SELECTED BY OWNER- CAULK ALL EXTERIOR JOINTS (TYP). SEE WINDOW/DOOR SCHEDULE AND FLOOR PLAN FOR TYPE, LOCATION 6 SIZE. 07 RM108 HYV1 I I 5'-0"x6'-8' EPFL I I `r 15410.TL01 (N) WATER CL05ET: TO BE SELECTED BY OWNER no 15410.5H01 (N) 5HOWER ENCLOSURE: TO BE SELECTED BY OWNER �z U O� a COVERED ORCH 15410.LV01 IN) LAVATORY: TO BE SELECTED BY ONWER � � N I � n OVEN 11451.HD01 _ IN) COUNTER TOPS: $ O BSELECTED S_ ELECTED BBY YNOWNER (N) 13ACKSPLASHES: TO BE 5E1 EC= BY OWNER O O KITCHEN 2 ---- OO RM103 A8.11 192 5F 0 IN) EXT CONCRETE PAD -1: LENGTH TO MATCH DOOR X 50" MIN. DEPTH X 4" ° THICK CONCRETE PAD (MIN) a ALL EXTERIOR W DOORAY5 AND GRADE 6M, MOUNTED MECHANICAL EQUIPMENT. SLOPE PAD 1/4":12" AWAY FROM BUILDING EDGE. PROVIDE 5" MAXIMUM STEP FOR IN-51NINGING DOORS AND 4'- O" X 5'- O" 1" MAXIMUM FOR EXTERIOR SWINGING DOORS BETWEEN TOP OF PAD AND HH: 6'- 10" N THRESHOLD (TYP). SGL I I 10" X10" 11451. RG01 IN) RANGE: A5 SELECTED BY OWNER POST, TYP. r O .O - - - - - 6 00 11451.RF01 (N) REFRIGERATOR: A5 SELECTED BY OWNER I M10 . 4'-O"x3'-0" ( I I HH: 6- 10" V PORCH L r I � . 11451.DW01 (N) D15HWASHER: AS SELECTED BY OWMER I i EAST I I I L J FADING I REFERENCE NORTH 11451.MW01 (N) SINK: A5 SELECTED BY OWNER aoo 23' - 11 7/8" OD 4S'- 3 1/2' HONEY DESIGN 4 DRAFTING, LLC. UM1T5 1T5 RE5PONSIBILITY TO INFORMATION REPRESENTED THEREN AND THE INTENDED U5E THEREOF AND A550ME5 NO RE5POI451BIUTT rOFC AGI URL t� tsua l wnil i ivns- SCALE: O 1' 2' 4' 8' I PERmrr# BUTT COUNTY DEVELOPMENT SERVICES REVIEWED FOR C DCO PLI E DATE ZS -- -- - - - - EtY--. - 'H0JNIY101GN "I -T ;9 DRAFTING, tic 916.947.9070 design@honeydrafting.com. www.honeydrafting.com These drawings are instruments of service and are the property of HONEY DE516N 4 DRAFTING, LLC. All'design information Contained in these drawings are for use on the specified project and shall not be used otherwise without the expressed written permission of HONEY DE51GN 4 DRAFTING, LLC,. TITLES: FLOOR PLAN PLAN CHECK PW1 CONST. DOCUMENT5 2016.05.31 DESIGN DEVELOPMENT 1 2016.08.16 SCHEMATIC DESIGN 2016.04.19 R7001 SEE DOOR SCHEDULE SHEET ES�Lw O70 OPENING SYMBOL: R1001 SEE OPENING SCHEDULE SHEET HH: W -O" RISE: NA R6GTAN6ULAR . - 06100 WEE04 EXISTING EXTERIOR WALL CONSTRUCTION: 2X4 D.F. STUDS 0 16" O.G. WITH GYP BIRD INSIDE. PATCH AND REPAIR ANY DEMOLMON WORK (FINISH AS SPECIFIED ON FINISH SCHEDULE) iv 06100.WE104 EXISTING INTERIOR WALL CONSTRUCTION: 2X4 D.F. 5TU5)5 a 16" O.G. KTH GYP BIRD EACH SIVE. PATCH AND REPAIR ANY DEMOLITION WORK (FINISH A5 5PECIPIE:;D ON FINISH SCHEDULE) 06100.WE04 NEW EXTERIOR WALL CONSTRUCTION - 2X4 D.F. STUDS ® 16" O.G. FIN15H A5 SPECIFIED ON FIN15H SCHEDULE. INSULATE TO R-13 BATT (TYP) SEE 2 EXTERIOR ELEVATIONS FOR LOCATION AND TYPE OF EXTERIOR FINISH. 06100.YgN04 NEW INTERIOR WALL CON5T1;ZUGTION: 2X4 D.F. STUD5 a 16" O.G. FIN15H A5 SPECIFIED ON FIN15H SCHEDULE 1 06100 k-,EI06 NEW INTERIOR WALL CONSTRUCTION: 2X6 D.F. STUDS ® 16" O.G. FIN15H AS SPECIFIED ON FIN15H SCHEDULE M10 77= q' -11"x4' -O" OSSOO.DR01 DOORS -1: SEE SCHEDULE HH: 6'- 8" N COLOR: A5 SELECTED BY OWNER- CAULK ALL EXTERIOR JOINTS (7YP). SEE Fixed (divided) WINDOW/DOOR SCHEDULE AND FLOOR PLAN FOR TYPE, LOCATION 4 SIZE. — - - - — - - — - - - — - — - — - — - I m n [D 05500.ND01 WINDOWS -1: SEE SCHEDULE COLOR: A5 SELECTED BY OWNER- CAULK ALL EXTERIOR JOINTS (TYP). SEE WINDOW/DOOR SCHEDULE AND FLOOR PLAN FOR TYPE, LOCATION 6 SIZE. 07 RM108 HYV1 I I 5'-0"x6'-8' EPFL I I `r 15410.TL01 (N) WATER CL05ET: TO BE SELECTED BY OWNER no 15410.5H01 (N) 5HOWER ENCLOSURE: TO BE SELECTED BY OWNER �z U O� a COVERED ORCH 15410.LV01 IN) LAVATORY: TO BE SELECTED BY ONWER � � N I � n OVEN 11451.HD01 _ IN) COUNTER TOPS: $ O BSELECTED S_ ELECTED BBY YNOWNER (N) 13ACKSPLASHES: TO BE 5E1 EC= BY OWNER O O KITCHEN 2 ---- OO RM103 A8.11 192 5F 0 IN) EXT CONCRETE PAD -1: LENGTH TO MATCH DOOR X 50" MIN. DEPTH X 4" ° THICK CONCRETE PAD (MIN) a ALL EXTERIOR W DOORAY5 AND GRADE 6M, MOUNTED MECHANICAL EQUIPMENT. SLOPE PAD 1/4":12" AWAY FROM BUILDING EDGE. PROVIDE 5" MAXIMUM STEP FOR IN-51NINGING DOORS AND 4'- O" X 5'- O" 1" MAXIMUM FOR EXTERIOR SWINGING DOORS BETWEEN TOP OF PAD AND HH: 6'- 10" N THRESHOLD (TYP). SGL I I 10" X10" 11451. RG01 IN) RANGE: A5 SELECTED BY OWNER POST, TYP. r O .O - - - - - 6 00 11451.RF01 (N) REFRIGERATOR: A5 SELECTED BY OWNER I M10 . 4'-O"x3'-0" ( I I HH: 6- 10" V PORCH L r I � . 11451.DW01 (N) D15HWASHER: AS SELECTED BY OWMER I i EAST I I I L J FADING I REFERENCE NORTH 11451.MW01 (N) SINK: A5 SELECTED BY OWNER aoo 23' - 11 7/8" OD 4S'- 3 1/2' HONEY DESIGN 4 DRAFTING, LLC. UM1T5 1T5 RE5PONSIBILITY TO INFORMATION REPRESENTED THEREN AND THE INTENDED U5E THEREOF AND A550ME5 NO RE5POI451BIUTT rOFC AGI URL t� tsua l wnil i ivns- SCALE: O 1' 2' 4' 8' I PERmrr# BUTT COUNTY DEVELOPMENT SERVICES REVIEWED FOR C DCO PLI E DATE ZS -- -- - - - - EtY--. - 'H0JNIY101GN "I -T ;9 DRAFTING, tic 916.947.9070 design@honeydrafting.com. www.honeydrafting.com These drawings are instruments of service and are the property of HONEY DE516N 4 DRAFTING, LLC. All'design information Contained in these drawings are for use on the specified project and shall not be used otherwise without the expressed written permission of HONEY DE51GN 4 DRAFTING, LLC,. TITLES: FLOOR PLAN PLAN CHECK PW1 CONST. DOCUMENT5 2016.05.31 DESIGN DEVELOPMENT 1 2016.08.16 SCHEMATIC DESIGN 2016.04.19 THE CONTRACTOR SHALL VERIFY ALL JOB CONDITIONS AND DIMENSIONS BEFORE BEGINNING WORK HONEY DE51GN 4 DRAFTING, LLC. LIMITS ITS RE5PON515IU Y TO INFORMATION REPRESENTED THEREIN AND THE INTENDED USE THEREOF AND ASSUMES NO RESPONSIBILITY FOR ACTUAL A5-51JILT GONDITION5. A E3 T D - - E F G LEGEND: FLOOR PLAN _ - - (N) BED1 Ro1o1 120 SF ROOM NAME, ROOM NUMBER, ROOM SLZE AND NET AREA: SEE FINISH SCHEDULE SHEETS FOR REMARKS, MINIMUM PLATE HEIGHT, CEILING HEIGHT, FLOOR d WALL FINISHES%'- Z 3' ' - 5/0" 1zo x1a o - 1NOTE: R1001 WINDOW SYMBOL: SEE WINDOW SCHEDULE SHEET. ESCAPE OR RESCUE WINDOWS REQUIRED IN "R" OCCUPANCIES 00, I 10' - 10 5/8" I 21' - O "1/8" I I 40 •X4' 4'-0 -0 HH: 7-0• SHALL HAVE A MINIMUM NET CLEAR OPENABLE DIMENSIONS - AREA �O-r�F� e5.'1 WI S.F., HEIGHT 24;' DTH 20," SILL HEIGHT 44" AB(YP ABOVE FINISH FLOOR ). .. _ -_ _. ----.-_----._. ----- II I I I I PIX -w +. ,ab R7001 DOOR SYMBOL FACING E5F7 (2)HONEY SEE DOOR SCHEDULE SHEET OESIGN' 010- R7001 OPENING SYMBOL: SEE OPENING SCHEDULE SHEET ` (] ---� ` LD DRAFTIN-G,OC �^ — xa-0 HH: a-0 RISE KA Y ^916.947.9070 06100.WEEo4 EXISTING EXTERIOR WALL CONSTRUCTION. 2X4 D.F. STUDS e 16" O.G. WITH GYP BRD INSIDE. PATCH AND REPAIR ANY DEMOLITION WORK (FINISH A5 SPECIFIED ON FINISH SCHEDULE) 1 I ROOF (BELOW) - design@honeydrafting. corn_ www.honeydrafting.com o61OO.WEIo4 EXISTING INTERIOR WALL CONSTRUCTION: 2X4 D.F. STUDS 0 16" O.G. WITH GYP BRD EACH SIDE. PATCH AND REPAIR ANY DEMOLITION WORK (FINISH A5 5PECIFIED ON FINISH SCHEDULE) These drawings are instruments Of Service and are the property of HONEY DF -516N 4 DRAFTING, 1I I M2o I �1)200 5'-O"x4'-10" L.L.C. All design information 2 — — — — — — 16' - O" x 1' - 6" I — — Fixed — HH: T - 9" I SGL — Lj I I — — — — — — 2 contained In these drawings are for Use on the specified project and shall not be Used Otherwise without the expressed written 06100.WE04 NEW EXTERIOR WALL CONSTRUCTION - 2X4 D.F. STUDS 0 16" O.G. FINISH A5 SPECIFIED ON FINISH SCHEDULE. INSULATE TO R-13 BATT (IYP) SEE EXTERIOR ELEVATION5 FOR LOCATION AND TYPE OF EXTERIOR FINISH. M2o RM2oa permission of HONEY DE516N 8 DRAFTING, LLC. ' 5- 0" 4'-O" — I CLOSET I I M -IS- - - - - - - - - - HH: 6'-10" 5HG MFyv) - - 3'-O"X '-8" IBP N B OOM 3 14 M20 .9 06100 WN04 NEW INTERIOR WALL GONSTRUGTION: 2X4 D.F. STUDS ®16" O.G. FINISH A5 '- BEDROOM 2 RM20 i :- 5' - O" x 4' - 10" SPECIFIED ON FINISH SCHEDULE in ' MASTER I BEDROOM I RM203 19 RM208 I RM20 89 5F 2' 6" X 6' - 1 RM O" 1 - 6" 6' - 8" I 130 5F � HH: -I' - 9" o — —�L — - — — — — — — — —, — — — — — — — — m 12 b2oRM2O3 149 5F W2 IS 1 16 06100.1,,EI NEW INTERIOR WALL CONSTRUCTION: 2X6 D.F. STUDS a 16" O.G. FIN15H A5 SPECIFIED ON FIN15H SCHEDULE — — — — — — — — — — — — — — — — — 3'-0"x4'-0" HH: 6'-10" I 2, 6"x6'- ., — — SHG (NEW) IS HALLMY 10 � RM201 RM2O o.'X&-8" Bifold-4 Panel iv ` 05500.DR01 DOORS -1: SEE SCHEDULE RLOOR • m RM20 I 2' - 4" x 6' _ in 1, - 6" x , 114 5FI 15 a" r CLOSET I m WOLDO�OOR SCHGT EDUULE AND PLLK AN FO TYPE OCATON d 5IZESEE . z 15P (NEW) I 1---------ry -- -- -Q- LN (V 3 12050 ry ' 1 I — 0 2' - 6"x 6' - S" � I M20 01 cV I 1 � --- 2' - O X 15P (N 15 W L _ B OOM 4 RM206 5'-O"x4'-10" HH:: L 9 _________________ a -� M2o 5TR CLOSET--- RM202 3'- o" x 4'- o~ RM204 7- - - - No �T A 2 - - v Bifold-4 Panel 130 5F iv m 50 HH:'6' -10~ 5HG (NEW) ; RM 5 N e- ---------- ---� in W 0550o.WDo1 WINDOWS -1: SEE SCHEDULE - - - - - — - - - — - — - — - — - 81 5F I - - - - I I COLOR: A5 SELECTED BY OWNER- CAULK ALL EXTERIOR JOINTS (iYP). SEE nNDOW/DOOR 5CHEDULE AND FLOOR PLAN FOR TYPE, LOCATION d SIZE. O cn ------------ MECHANICAL SHAFT it O — � — — — — — — — — — — — — — — M20 f . ^ u' 15410.TL01 (N) WATER CLOSET: TO BE SELECTED BY OWNER 5"Ell EQ0 3'-O"x1'-0" HH. -7'- O" ! SGL O O I I I I O 15410.5H01 (N) SHOWER ENCLOSURE: TO BE SELECTED BY OWNER _ ROOF (BELON - (L 15410.LVO1 (N) LAVATORY: TO BE SELECTED BY OWNER 11451.HD01 (N) CABINETRY: TO BE 5EL.EGTED BY OWNER (N) COUNTER TOPS: TO BE 5ELEGTED BY OWNER (N) BACK5PLASHES: TO BE SELECTED BY OWNER O ! -- - --- --_1 I I i I I I I 2 A8.11 — — — — �J LU 033OO.EGP1 (N) EXT CONCRETE PAD -1: LENGTH TO MATCH DOOR X 30" MIN. DEPTH X 4" THICK CONCRETE PAD (MIN) a ALL EXTERIOR DOORYVAYS AND GRADE MOUNTED MECHANICAL EQUIPMENT. SLOPE PAD 1/4":12" AWAY FROM ' (� . , • • JV i BUILDING EDGE. PROVIDE 5" MAXIMUM STEP FOR M -SWINGING DOORS AND 1" MAXIMUM FOR EXTERIOR SWINGING DOORS BETWEEN TOP OF PAD AND N ii-} < THRESHOLD (TYP).tL v ul I II _ 11451.RG01LU IN) RANGE: AS SELECTED BY OWNER i I I 00 OO �- Q 6 - - - - - - - - - - - - - - - - - - - - - - - - - 6 �- kLU } 11451.RF01 (N) REFRIGERATOR: AS SELECTED BY OWNER Lu O � I � r -7 — — _ _ _ _ — _ — — — _ _ — _ — — _ TITLE5: FLOOR PLAN 11451.DW01 (AL) DISHWASHER: AS SELECTED BY OWNER r - --- ---- --- - -- -- - - --------------- --- -- --- - 24' - 11 3/4" REFERENCE NORTH i PLAN . ECK DOCUMENTS CONST. DOCUMENTS 2016.08.31 DESIGN DEVELOPMENT 1 2016.06.16 11451.MW01 (N) SINK: AS SELECTED BY OWNER I 1 ( EAST I I I f BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR 000 OO 5CHEMATIC DESIGN 2016.04.19 SHEET: A S G A8.11 D FACING 4 E F G CODE COMPLIANCE DATI2� laY ��`�.. - I A3,011 LL�-- v EL TYNO NDN FLOOR PLAN SCALE: O 1' 2' 4' 8' I Emma 1111I HONEY DE51GN 4 DRAFTING, LLC. LIMITS ITS RE5PON515IU Y TO INFORMATION REPRESENTED THEREIN AND THE INTENDED USE THEREOF AND ASSUMES NO RESPONSIBILITY FOR ACTUAL A5-51JILT GONDITION5. r �� iroire. AiT/1e GSI AI � ♦/COIFV dl � v1R I/ro.�r'fm/11.�G duTY f'YI�tFWGV9WG RFF/1oF RF/ nJh111.1/ NV]GIl PROJECT DOORS OFENING SCHEDULE LE&END DOOR SCHEDULE LEGEND ROOM OPENING SHAPE LEGEND: DOOR HARDWARE GROUP LEGEND: GLAZING LEGEND: DOOR TYPE LEGEND: DETAIL 5 AR ARCHED HA25 (3) HINGE SETS HW11 (4) HINGE SETS SG SINGLE GLAZED EOG EXT-0PENING-CA5ED NO. HR HALF -ROUND (1) PRIVACY LOCK5ET (1) ENTRY LOCKSET DG DUAL GLAZED EP ECT -PAIR TYPE MAT (1) DOOR STOP (1) DEAD13OLT SILL EP&P EXT -PAIR -6 -PANEL HARDWARE RG RECTANGULARLE 01 (1) DOOR STOP LOW "E" EPBFL EXT-PAIR-BIFOLD-FULL-LITE 2" OV OVAL M24 (6) HINGE SETS (1) THRE5HOLD TEMP TEMPERED GLA55 EPFL EXT -PAIR -FULL -LITE - 2/Aq.11 (1) PRIVACY LOCK5ET (1) WEATHERSTRIP 1' - 10" EPFLA EXT-PAIR-FULL-LITE-ARGHED RM101 31-011 (2) DOOR STOPS 1 3/4" LAM LAMINATED SAFETY GLASS TEMP. Entry WOOD RM102 61-01, 51-011 ALF -UTE EPHL EXT -FAIR -HALF -UTE HW11 Fixed (1) STRIKE PIN SET HW(8) HINGE SETS 085 OBSCURED E5 EXT-51N61�12 2" WOOD -- (1) ENTRY LOGKSEr WOOD 1 /Aq.11 -- 2/Aq.11 -- H W23 E56P EXT�5INGLE-6-PANEL 04 RM106 51-01, HW31 (4) HINGE SETS (1) DEADBOLT WOOD -- 15 WOOD 1/Aq.11 -- DOOR FRAME TYPE LEGEND: E5A EXT -SINGLE -ARCHED HW33 -- (1) LATGHSET (2) DOOR STOPS 16- O" 7- O" FIX FIXED -PANEL FIX -A FIXED -ARCHED WOOD -- GARAGE DOOR WOOD ESFL EXT -SINGLE -FULL -LITE VINYL 5GL (1) DOOR STOP (1)-I-H�O� WD V40OD: PAINT GRADE E5FLA EXT-51146LE-FULL-LITE-ARCHED RM 101 8' - O" -71-011 (1) WEATHER5TRIP32 WOOD -- RU20F WOOD HW(8) HINGE SETS -- 2/Aq.11 ESHL EXT-51NG1.E-HALF-LITE -- FIX -HR FIXED -HALF -1 (1) L�TCHSET (1) STRIKE PIN SET 50V SOLID VINYL EX05FL EXT -XO -SINGLE -FULL -LITE 2" -- (2) DOOR 5TOP5 HW13 (1) 5LIDER LOCKSET VCW VINYL CLAD WOOD E5PL EXT-51NOL.E-PARTIAL-LITE -- 1/Aq.11 (1) STRIKE PIN SET (1) DEADSOLT 51-01, I5P5 INT-BYPA55-5LIDING RM10q 21-51, 6' -5.1 (2) DOOR STOPS Ar -+N ALUMINUM CLAD WOOD IF INT -PAIR 15 WOOD HW33 (3) HINGE SETS (1) THRESHOLD 2/Aq.11 IPSP INT -PAIR -3 -PANEL HW23 -- (1) lATG1.{� (1) WEATHERSTRIP MANF PER MANUFACTURER IP6P INT -PAIR -6 -PANEL 11/21, WOOD (1) DOOR STOP 15P (NEW) AL ANODIZED ALUMINUM 15 INT-51NGL.E -- 2/Aq.11 - HA21 (4) HINGE SETS - 1S2P INT-51NGL.E-2-PANEL RM201 1' - HW34 (6) HINGE SETS (1) PRIVACY LOCKSET FGW FI$ERGLA55 156PP INT-5INGLE-6-PANEL-POCKET 15 WOOD (1) 1.ATGHSET - 2/Aq.11 -- HYV33 -- 11 (1) DOOR STOP 2'- 4" 15F INT -SINGLE -POCKET 1 1/2" WOOD (2) DOOR STOPS 15F (NEW) WOOD 1/Aq.11 -- 2/Aq.11 (1) STRIKE PIN SET -- DOORFRAME FINISH LEGEND: RU15P ROLL -UP -I5 -PANEL RM203 2'- 6' 0 -561 HA= (8) HINGE SETS WOOD RU20F ROLL -UP -20 -PANEL 15 WOOD 1/Aq.11 -- (U PRIVACY L.OGiCSET -- HW23 VINYL 13 RM205 0 (AS SELECTED BY OWNER) RU20PA ROLL ­UP -15 PANEL -ARCHED 1 1/2" WOOD -- (1) DOOR STOPS WOOD 1/Aq.11 - 2/Aq.11 - (1) STRIKE PIN SET 6/Aq.11 RU15PA ROLL -UP -20 -PANEL -ARCHED DOOR SCHEDULE PROJECT WINDOWS DOOR ROOM DOOR FRAME FRAME DETAILS DETAIL 5 DETAILS NO. NO. WIDTH HEIGHT THICK MATERIAL GLAZING TYPE MAT HEAD JAMB SILL LISTING HARDWARE W/ MANF) 01 RM101 2' -0.1 01 -519 2" WOOD - 15 MOOD 1/Aq.11 - 2/Aq.11 - HW33 1' - 10" 02 RM101 31-011 1' - O" 1 3/4" WOOD TEMP. Entry WOOD RM102 61-01, 51-011 -- HW11 Fixed 03 RM104 2'- 4" 6' - 8" 2" WOOD -- 15 WOOD 1 /Aq.11 -- 2/Aq.11 -- H W23 3/Aq.11 04 RM106 51-01, (01-511 2" WOOD -- 15 WOOD 1/Aq.11 -- 2/Aq.11 -- HW33 -- 05 RM106 16- O" 7- O" FIX FIXED -PANEL FIX -A FIXED -ARCHED WOOD -- GARAGE DOOR WOOD TEMP VINYL 5GL 3/Aq.11 -- 3/Aq.11 06 RM 101 8' - O" -71-011 11/21, WOOD -- RU20F WOOD 1/Aq.11 -- 2/Aq.11 - -- FIX -HR FIXED -HALF -1 0-7 RM105 51-01, 6' .510 2" -- TEMP. EPFL WOOD 1/Aq.11 -- 1/Aq.11 -- HW12 51-01, OS RM10q 21-51, 6' -5.1 2" WOOD - 15 WOOD 1/Aq.11 -- 2/Aq.11 -- HW23 -- Oq RM10q 2'- 4" 0 - 8" 11/21, WOOD -- 15P (NEW) WOOD 1/Aq.11 -- 2/Aq.11 - - - 10 RM201 1' - 01 - 8" 2" WOOD - 15 WOOD 1/Aq.11 - 2/Aq.11 -- HYV33 -- 11 RM202 2'- 4" 0 -8.1 1 1/2" WOOD -- 15F (NEW) WOOD 1/Aq.11 -- 2/Aq.11 - -- RM206 12 RM203 2'- 6' 0 -561 2" WOOD - 15 WOOD 1/Aq.11 -- 2/Aq.11 -- HW23 VINYL 13 RM205 21-01, 6' -5.1 1 1/2" WOOD -- 15F (NEW) WOOD 1/Aq.11 - 2/Aq.11 - -- 6/Aq.11 14 RM206 2' - 6" 6' -511 2" WOOD -- 15 WOOD 1/Aq.11 -- 2/Aq.11 -- HW23 15 RM206 61-01, 6' -5.1 1 1/2" WOOD -- Bifold-4 Panel WOOD -- 16 RM2O'1 6- O" 0-511 1 1/2" WOOD -- Bifold-4 Panel Y400D -- 11 RM20'7 2'- 6" 6' - 8" 2" WOOD -- 15 WOOD 1/Aq.11 -- 2/Aq.11 -- H W23 18 RM205 51-01, 6' -8.1 2" WOOD -- IBPS WOOD 1/Aq.11 -- 2/Aq.11 -- - 1q RM205 2' - 6" 61-51, 2" WOOD -- 15 WOOD 1/Aq.11 - 2/Aq.11 - HW23 PROJECT WINDOWS ROOM FINISHES NOTES ROOM FINISH SCHEDULE LEGEND ROOM FINISH SGHEDUL E FLOORING FINISH LEGEND: BASE/CROWN FINISH LEGEND: WALL AND CEILING FINISH LEGEND: ROOM FLOOR nA%1-L CEILING ROOM SIZE NO. ROOM NAME FINISH BASE NORTH EAST SOUTH WEST MAT HEIGHT WIDTH LENGTH NET AREA REMARKS CR CARPET (A5 SELECTED BY OWNER) GT 4" HIGH CERAMIC TILE GB 1/2" THICK GYPSUM BOARD: IMPERFECTRM101 ENTRY HW MDF GB GB GB GB GB q --Oil 1:21- Oil 12 Oil 130 5F WNER) SMOOTH TEXTURE FINISH, PRIME AND (A5 SELECTED BY O (AS SELECTED BY OWNER) 2 -GOAT PAINT (TYP). RM102 GREAT ROOM HW MDF GB GB GB GB GB q' -0" 12' - O" 201-01, 226 5F GT CERAMIC TILE (AS SELECTED BY OWNER) HW -r HIGH DECORATIVE WOOD RM103 KITCHEN HW MDF GB GB GB GB GB q' -0" 11' - O" 201-01, 1q2 5F GN CONCRETE WITH SMOOTH FINISH (AS SELECTED BY OMER) CRS 1/2" THICK MOISTURE RESISTANT GYPSUM RM104 BATH 1 GT MDF GB GB GB GB GB q' -0" 8' -511 6' -011 4q 5F BOARD: TAPE, MOISTURE BARRIER, MDF 6" HIGH MDF BASE BOARD MORTAR BASE AND CERAMIC TILE FINISH. RM105 LIVING ROOM HW MDF GB GB GB GB GB q' -0" 151-01, 251-01, 348 5F HW DECORATIVE WOOD (AS 5ELECTED BY OWNER) (AS SELECTED BY OWNER) RM106 2 GAR GONG MDF GB GB GB GB GB q' -0" 21' - O" 18' - 10" 406 5F 5T STONE TILE (AS SELECTED BY OWNER) ST 6" HIGH STONE TILE GARAGE (A,5 SELECTED BY OYINER) 5RG 1/2" THICK MOISTURE RESISTANT RM1O1 1 GAR GONG MDF GB GB GB GB GB q' -0" 161-01, 12' - O" 1q3 5F 6YP5UM BOARD: TAPE, MOISTURE 572 STONE 71L.E (5HOWER AREA, A5 BARRIER, MORTAR BASE AND STONE GARAGE SELECTED BY OWNER) OVER MOISTURE 5V 4" HIGH INTERGAL SHEET VINYL COVE TILE FINISH. l �1 _ �� _ �� BARRIER, GEMENT BACKER BOARD. (AS SELECTED BY OWNER) RM1O8 DINING HW MDF GB GB GB GB GB q -0 101-01, 101-01, 102 5F XGB ONE HOUR SEPARATION: ALL TO HAVE RM10q MUD ROOM HW MDF GB GB GB GB GB q' -0" 5' - 6" 6' - O" W 35 5F CM& 6" HIGH MDF GROWN MOULDING (1) LAYER AND GEILIN65 TO HAVE (2) (A5 SELECTED BY oYVNER) LAYERS OF 5/8" TYPE "x' GYPSUM RM201 HALLWAY OR MDF GB GB GB GB GB 8' -0" 14' - 6" 3' - 5" 114 5F 5V SHEET VINYL (A5 SELECTED BY OWNER) BOARD. RM202 M5TR BATH GT MDF GB GB GB GB GB 8' -0" 4' - 10" 121-01, 58 5F sC STAINED/TEXTURED CONCRETE P PAINT (3 -COAT) riALL SURFACE. RM205 MASTER OR MDF GB GB GB GB GB 8' -0" 101-51, 131-010 14q 5F BEDROOM (AS SELECTED BY OWNER) L EXT EXTERIOR WALL/CEIL.ING FIN15H - RM204 MSTR CLOSET GT MDF GB GB GB GB GB 8' -0" .71-511 12' - O" 81 5F SEE EXTERIOR ELEVATIONS RM205 BATH 2 GT MDF GB GB GB GB GB al -081 51-011 51-011 25517 RM206 BEDROOM 4 OR MDF GB GB GB GB GB 8' -0" 151-01, 101-01, 130 SF RM201 BEDROOM 3 OR MDF GB GB GB GB GB 8' -0" 13' - O" 11' - O"130 5F RM205 1 BEDROOM 2 OR MDF GB GB GB GB GB 8' -0" 12' - O" 8' - O" Sq 5F PERMIT #��/ � L �L� B�1TfE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPE DATE�� BY 4 DRAFTING, LLC. LIMIT5 R5 RE51FON51BILITY TO INFORMATION RE WZ:5ENTED THEREIN AND THE INTENDED U5E THEREOF AND A55UME5 NO RE51PON51BILIlY FOR ACTUAL A5 -BUILT CONDITION5. DGNEY. DESIGN) ;6 DRAFTING, ILC__` 916.947.9070 - - design@honeydraft'ing.com www.honeydrafting.com These drawings are instruments of service and are the property of HONEY PE516N 8 DRAFTING, LLC. All design information Contained in these drawings are for use on the specified project and shall not be used otherwise without the expressed written permission of HONEY DESIGN 4 DRAFTING, LLC. TITLES: SGHEDULE5 PLAN CHECK PC07 CON5T. DOCUMENTS 2016.05.31 DESIGN DEVELOPMENT 1 2016.05.16 SCHEMATIC DE51ON 2016.04.19 NINDON SCHEDULE LEGEND 1NINDOYN SCHEDULE YVINDOW FRAME LEGEND: WINDOW TYPE LEGEND: WINDOW (VERIFY ROUGH OPENING 50V SOLID VINYL VCW VINYL GLAD WOOD SCM 51NGLE-r-A5EMENT DOM DOUBLE -CASEMENT WINDOW NO. ROOM NO. WINDOW (VERIFY ROUGH OPENING W/ MANF) W/ MANF) DETAIL DETAIL DETAIL HEAD HEIGHT WIDTH HEIGHT GLAZING FRAME TYPE HEAD JAMB SILL 01 RM102 1' - 10" 4' - 10" -- VINYL Fixed 6' - 10" 02 RM102 61-01, 51-011 -- VINYL Fixed 1' - 1" AGW ALUMINUM GLAD WOOD 5CM-A SINGLE -EASEMENT -ARCHED 03 RM103 4' - O" Be -011 -- VINYL SGL 3/Aq.11 -- 3/A9.11 6' -1011 SFIN STEEL FRAME ARCM DOUBLE COSEMENT-ARCHED 04 RM103 4'- O" 31-0.1 -- VINYL 56L 3/Aq.11 -- 3/Aq.11 6' - 10" 17457N FIBERGLASS FRAME ALJ^I ALUMINUM FRAME FIX FIXED -PANEL FIX -A FIXED -ARCHED 05 RM104 3' - O" 1' - O" TEMP VINYL 5GL 3/Aq.11 -- 3/Aq.11 1 ' - O" 06 RM105 q' - 11" 4' - O" -- VINYL Fixed (divided) 61-5.1 FIX -HR FIXED -HALF -1 O1 RM101 21-01, 2' - O" - VINYL SGL 3/Aq.11 -- 3/Aq.11 61-611 GLAZING LEGEND: OS RM202 51-01, 11-011 TEMP VINYL 56L 3/Aq.11 -- 3/Aq.11 1' - O" FIXELP FIXED -ELLIPSE -PANEL Oq RM205 31-01, 41-011 -- VINYL 5HG (NEW) 3/Aq.11 -- 6/Aq.11 5 - 10" FIXRND FIXED -ROUND -PANEL SOL SINGLE -GLIDER VOL DUAL -GLIDER 56,L -A SINGLE -GLIDER -ARCHED DGL-A DUAL -GLIDER -ARCHED SHO 51NGLE HUNG 56 SINGLE GLAZED DG DUAL GLAZEV` LE Lout "E" .TEMP TEMPERED &L,615513 LAM LAMINATED SAFETY GLASS 10 RM205 6' - O" 11-611 - VINYL Fixed 1' - 8" 11 RM203 51-01, 41-0-1 -- VINYL 5H6 (NEW) 3/Aq.11 -- 6/Aq.11 61-101, 12 RM204 5- O" 41-0-1 - VINYL 5HG (NEW) 3/Aq.11 - 6/Aq.11 61-101, RM206 51-01, 41-10" -- VINYL 56L 6/Aq.11 -- 6/Aq.11 1' - q" 14 RM201 5' - O" 4'- 10" -- VINYL 56L 6/Aq.11 -- 6/Aq.11 �� 1� - el 15 RM208 51-01, 4'- 10" -- VINYL S&L 6/Aq.11 - 6/Aq.11 1 1' - q" OB5 OBSCURED DHG DOUBLE HUNG LVR-P LOUVERED -PANEL ROOM FINISHES NOTES ROOM FINISH SCHEDULE LEGEND ROOM FINISH SGHEDUL E FLOORING FINISH LEGEND: BASE/CROWN FINISH LEGEND: WALL AND CEILING FINISH LEGEND: ROOM FLOOR nA%1-L CEILING ROOM SIZE NO. ROOM NAME FINISH BASE NORTH EAST SOUTH WEST MAT HEIGHT WIDTH LENGTH NET AREA REMARKS CR CARPET (A5 SELECTED BY OWNER) GT 4" HIGH CERAMIC TILE GB 1/2" THICK GYPSUM BOARD: IMPERFECTRM101 ENTRY HW MDF GB GB GB GB GB q --Oil 1:21- Oil 12 Oil 130 5F WNER) SMOOTH TEXTURE FINISH, PRIME AND (A5 SELECTED BY O (AS SELECTED BY OWNER) 2 -GOAT PAINT (TYP). RM102 GREAT ROOM HW MDF GB GB GB GB GB q' -0" 12' - O" 201-01, 226 5F GT CERAMIC TILE (AS SELECTED BY OWNER) HW -r HIGH DECORATIVE WOOD RM103 KITCHEN HW MDF GB GB GB GB GB q' -0" 11' - O" 201-01, 1q2 5F GN CONCRETE WITH SMOOTH FINISH (AS SELECTED BY OMER) CRS 1/2" THICK MOISTURE RESISTANT GYPSUM RM104 BATH 1 GT MDF GB GB GB GB GB q' -0" 8' -511 6' -011 4q 5F BOARD: TAPE, MOISTURE BARRIER, MDF 6" HIGH MDF BASE BOARD MORTAR BASE AND CERAMIC TILE FINISH. RM105 LIVING ROOM HW MDF GB GB GB GB GB q' -0" 151-01, 251-01, 348 5F HW DECORATIVE WOOD (AS 5ELECTED BY OWNER) (AS SELECTED BY OWNER) RM106 2 GAR GONG MDF GB GB GB GB GB q' -0" 21' - O" 18' - 10" 406 5F 5T STONE TILE (AS SELECTED BY OWNER) ST 6" HIGH STONE TILE GARAGE (A,5 SELECTED BY OYINER) 5RG 1/2" THICK MOISTURE RESISTANT RM1O1 1 GAR GONG MDF GB GB GB GB GB q' -0" 161-01, 12' - O" 1q3 5F 6YP5UM BOARD: TAPE, MOISTURE 572 STONE 71L.E (5HOWER AREA, A5 BARRIER, MORTAR BASE AND STONE GARAGE SELECTED BY OWNER) OVER MOISTURE 5V 4" HIGH INTERGAL SHEET VINYL COVE TILE FINISH. l �1 _ �� _ �� BARRIER, GEMENT BACKER BOARD. (AS SELECTED BY OWNER) RM1O8 DINING HW MDF GB GB GB GB GB q -0 101-01, 101-01, 102 5F XGB ONE HOUR SEPARATION: ALL TO HAVE RM10q MUD ROOM HW MDF GB GB GB GB GB q' -0" 5' - 6" 6' - O" W 35 5F CM& 6" HIGH MDF GROWN MOULDING (1) LAYER AND GEILIN65 TO HAVE (2) (A5 SELECTED BY oYVNER) LAYERS OF 5/8" TYPE "x' GYPSUM RM201 HALLWAY OR MDF GB GB GB GB GB 8' -0" 14' - 6" 3' - 5" 114 5F 5V SHEET VINYL (A5 SELECTED BY OWNER) BOARD. RM202 M5TR BATH GT MDF GB GB GB GB GB 8' -0" 4' - 10" 121-01, 58 5F sC STAINED/TEXTURED CONCRETE P PAINT (3 -COAT) riALL SURFACE. RM205 MASTER OR MDF GB GB GB GB GB 8' -0" 101-51, 131-010 14q 5F BEDROOM (AS SELECTED BY OWNER) L EXT EXTERIOR WALL/CEIL.ING FIN15H - RM204 MSTR CLOSET GT MDF GB GB GB GB GB 8' -0" .71-511 12' - O" 81 5F SEE EXTERIOR ELEVATIONS RM205 BATH 2 GT MDF GB GB GB GB GB al -081 51-011 51-011 25517 RM206 BEDROOM 4 OR MDF GB GB GB GB GB 8' -0" 151-01, 101-01, 130 SF RM201 BEDROOM 3 OR MDF GB GB GB GB GB 8' -0" 13' - O" 11' - O"130 5F RM205 1 BEDROOM 2 OR MDF GB GB GB GB GB 8' -0" 12' - O" 8' - O" Sq 5F PERMIT #��/ � L �L� B�1TfE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPE DATE�� BY 4 DRAFTING, LLC. LIMIT5 R5 RE51FON51BILITY TO INFORMATION RE WZ:5ENTED THEREIN AND THE INTENDED U5E THEREOF AND A55UME5 NO RE51PON51BILIlY FOR ACTUAL A5 -BUILT CONDITION5. DGNEY. DESIGN) ;6 DRAFTING, ILC__` 916.947.9070 - - design@honeydraft'ing.com www.honeydrafting.com These drawings are instruments of service and are the property of HONEY PE516N 8 DRAFTING, LLC. All design information Contained in these drawings are for use on the specified project and shall not be used otherwise without the expressed written permission of HONEY DESIGN 4 DRAFTING, LLC. TITLES: SGHEDULE5 PLAN CHECK PC07 CON5T. DOCUMENTS 2016.05.31 DESIGN DEVELOPMENT 1 2016.05.16 SCHEMATIC DE51ON 2016.04.19 THE CONTRACTOR SHALL VERIFY ALL JOB CONDITIONS AND DIMENSIONS BEFORE BEGINNING WORK r 43' - 3 1/2" 11 pe 1 11 pe EAST FACING A S G D E G ROOF PLAN HONEY DE516N 4 DRAFTING, LLC. LIMITS ITS RESPONSIBILITY TO INFORMATION REPRESENTED THEREIN AND THE INTENDED USE THEREOF AND A55UME5 NO RESPONSIBILITY FOR ACTUAL AS -BUILT CONDITIONS. o� Z IL LEGEND: ROOF FLAN _---�---- O?700.RER1 ROOF EDGE RIDGE -1: SEE ROOF FRAMING PLAN, TYP. 05500.RF61ROOF FASCIA GUTTER -1: 5" HIGH X 4" DEEP X 26 GA METAL FASCIA GUTTER - ' PAINT 3 -GOAT AS SELECTED BY OWNER., TYP. LL } U 0"1300.RA51 D ROOFING ASPHALT SHIN6LES-1: OWNER SELECTED 3 PLY (30 YEAR), GLASS "A" ASPHALT GOMP051MON ROOFING OVER 2 -LAYERS 30 LB FELT AND PLYWOOD 5HEATHING. TYP. ATTIC VENTILATION CALCULATION 1 AREA A 20-150. FT. (N) ATTIC AREA 20'7/150 = 1.38 50. FT. TOTAL NEEDED (MIN.), 199 50. IN. HONEY- D E IGN SOLID 2X EAVE BLOCKING W/ 2" DIA VENTILATION HOLES EQUALLY SPACED 8" O.G. (TYP) - DRAFTING, tic AREA B: _ 201 50. FT. IN) ATTIC AREA - 9070 — 201/150 = 1.34 50. FT. TOTAL NEEDED (MIN.), 1q3 50. IN. des n hone 916.947. .9070 .com , 50LID 2X EAVE BLOCKING W/ 2" DIA VENTILATION HOLES EQUALLY SPACED 0 8" O.G. CfYP) g � y g AREA G. www.hcneydrafting.com 1,542 50. FT. IN) ATTIC AREA 1,542/150 = 10.28 50. FT. TOTAL NEEDED (MIN.), 1,481 5Q. IN. 50LID 2X EAVE BLOCKING W/ 2" DIA VENTILATION HOLES EQUALLY SPACED @ 8" O.G. (TYP) REFERENCE NORTH SCALE: O 1' 2' W 8' PERMIT #_ BUTTE COUNTY REVEL®P �!::NT SERVICES Ell EWES FOR C DE COMPLIANCE DATE `L� BY These drawings are Instruments of service and are the property of HONEY DE516N B DRAFTIN(5, LLC. All design information contained in these drawings are for use on the specified project and shall not be used otherwise without the expressed written permission of HONEY DESIGN 8 DRAFTING, LLC,. TITLES: ROOF PLAN PLAN CHECK FW1 CONST. DOCUMENTS 2016.05.31 DESIGN DEVELOPMENT 1 2016.05. 1& SCHEMATIC DESIGN 2016.04.19 SHEET: A6,0 THE CONTRACTOR SHALL VERIFY ALL JOB CONDITIONS AND DIMEN510N5 BEFORE BEGINNING YVORK. Y `HONEY- DES1_GW DRAFTING,«_ I 916.947.9070 design@honeydrafting.com . www.honeydrafting.com These drawings are instruments of service and are the property of HONEY DE516N 4 DRAFTING, LLC,. All design information contained in these drawings are for use on the specified project and shall not be used otherwise without the expressed written permission of HONEY DE516N 8 I� DRAFTING, LLC. 'i " I 3; PERSPECTIVE \IIEY'IS HONEY DE51GN t DRAFTING, LLG. LIMIT5 ff5 RESPONSIBILITY TO INFORMATION REPRESENTED THEREIN AND THE INTENDED U5E THEREOF AND A55WE5 NO RE5PON51BILITY FOR ACTUAL A5-13UILT GONDITION5. TITLES: FERSPEGTIVE VIEWS PLAN CHECK PC01 CONST. DOWMENTS 2016.08.31 DESIGN DEVELOPMENT I 2016.08.16 SCHEMATIC- DESIGN 2016-04.19 PERMIT# --[?;)I �-- BUTTE COUNTY DEVELOPM NT SERVICES EVIEWED OR SHEET: CO E OMP A CE DATE I BY Al 00 THE CONTRACTOR SHALL VERIFY ALL JOB CON MON5 AND DIMENSIONS BEFORE BEGINNING NIORK. Cl (E) BUILDING HGT — — — — — — 24' - 1 IEL 2 PLATES — IRP 1q'-6" Ak-- LEVEL 2 — — — — — — — 11'-6" L EL -1 PLATE 10'-6" LEVEL 1 FF _ 1111P1-0 GRADE _ (E) BUILDING HGT 24' - 1 1 /8" 08500.ED01) ENTRY DOOR -1: AS, SELECTED BY OWNER. CAULK ALL EXTERIOR JOINTS (TYP). SEE DOOR SCHEDULE AND FLOOR PLAN FOR TYPE, LOCATION 6 SIZE. 06401.\/51 VERTICAL 51DING-1: JAMIE HARDIE, HARDIE VERTICAL 51DIN6 (STAGGERED EDGE PANEL) OVER 2 -LAYERS, OF GRADE D BUILDING PAPER AND 3/8" 05B LEVEL 2 PLATES 5HEATHING. 1q'-6" LEGEND: ELEVATION5 EXTERIOR 06401.DWT1 C0"1300.RA51 D ROOFING: ROOFING ASPHALT SHING1 ES -1: OWNER SELECTED ASPHALT 04i00.MV01 MASONRY VENEER -1: SOLID STONE VENEER OVER 11 GAUGE WIRE WOVEN COMPOSITION ROOFING OVER 2 -LAYERS 30 LB FELT AND PLYWOOD FABRIC ATTACHED NAT'H FASTENERS PER G.B.G. TABLE 25-C OVER TWO 5HEATHING. TYP. LAYERS OF GRADE D BUILDING PAPER AND PLYWOOD 5HEATHING. STONE �05500.RFG1 ROOF FASCIA GUTTER -1: SEE ROOF PLAN 08500.DR01 DOOR5-1: A5 SELECTED BY OWNER. CAULK ALL EXTERIOR JOINTS (TYP). SEE DOOR SCHEDULE AND FLOOR PLAN FOR TYPE, LOCATION 6 51ZE. TYP. 66 50. FT. NEW UNDER FLOOR AREA TO BE VENTED U.N.O. LEVEL -1 P 66/150 =.44 50. FT. TOTAL NEEDED (MIN.), 63.36 50. IN. log -61 08500.WD01 WINDOWS -1: AS, 5ELECTEIP BY OWNER. CAULK ALL EXTERIOR JOINTS (TYP). C.C. AND A5 TO PROVIDE GR055 VENTILLATION. UNDER FLOOR VENTILATION SHALL COMPLY WITH SEE WINDOW SCHEDULE AND FLOOR PLAN FOR TYPE, LOCATION 6 51ZE. UNDER -FLOOR SPACE. WHEN A CLASS 1 VAPOR RETARDER MATERIAL 15 USED, THE MINIMUM AREA SHALL TYP. U.N.O. (E) BUILDING HGT 24' - 1 1 /8" 08500.ED01) ENTRY DOOR -1: AS, SELECTED BY OWNER. CAULK ALL EXTERIOR JOINTS (TYP). SEE DOOR SCHEDULE AND FLOOR PLAN FOR TYPE, LOCATION 6 SIZE. 06401.\/51 VERTICAL 51DING-1: JAMIE HARDIE, HARDIE VERTICAL 51DIN6 (STAGGERED EDGE PANEL) OVER 2 -LAYERS, OF GRADE D BUILDING PAPER AND 3/8" 05B LEVEL 2 PLATES 5HEATHING. 1q'-6" LEVEL 1 FF l • _..� -� _ , GRADE EXISTING EXTERIOR ELEVATION —EAST SCALE ° ,� z °' e' 2 (N) BLDG HEIGHT V -J 24' - -7 15/16' Ra LEVEL 2 PLATES -r6 LEVEL 2 — — — - 11'-6" L EL -1 PLATE W C LEVEL L 1 FF 1 _1 0" 1' - O" — — (N) BLDG HEIGH__T%1_ 24' - "T 15/16" ,UARDRAIL =1614T GONG. ETAL DECK TEM WALL JG. STEPS LEVEL 2 PLATES 19'-6" — — LEVEL 6" LEVEL -1 P 10'-6" LEVEL 1 Fi= GRAD -1' - 0 PROPOSED EXTERIOR ELEVATION HONEY DESIGN d DRAFTING, LLC. LIMITS ITS RESPONSIBILITY Y TO INFORMATION REPRESENTED THEREIN AND THE INTENDED USE THEREOF AND ASSUMES NO RESPONSIBILITY FOR ACTUAL A5 -BUILT CONDR10N5. - _ ,I- - _ - 4 PERMiT#_ _ _�(o L."_4j 8LffCOUNTY DEVELOPMENT SERVICES REVIEWED FOR Cq/DE COMPLlM ICE DATE 26 BY - I H0NEYiDES IG -N DRAFTING, «C 916.947.9070 design@honeydrafting:com www.honeydrafting.com These drawings are Instruments of service and are the property of HONEY DE510N $ DRAFTING, LLC. All design information Contained in these drawings are for use on the specified project and shall not be used otherwise without the expressed written permission of HONEY DE516N 8 DRAFTING, LLC. TITLES: ELEVATION5 EXTERIOR PLAN CHECK PC -01 CONST. 000UMENT5 2016.05.31 DE516N DEVELOPMENT 1 2016.08.16 SCHEMATIC DESIGN 2016.04.14 SHEET: Al,o 11 06401.DWT1 DOOR 6 WINDOW TRIM: 1X4 TRIM. 3 -COAT PAINT. 04i00.MV01 MASONRY VENEER -1: SOLID STONE VENEER OVER 11 GAUGE WIRE WOVEN FABRIC ATTACHED NAT'H FASTENERS PER G.B.G. TABLE 25-C OVER TWO LAYERS OF GRADE D BUILDING PAPER AND PLYWOOD 5HEATHING. STONE TYPE: TBD UNDER FLOOR VENTILATION CALCULATION _ LEVEL 2 66 50. FT. NEW UNDER FLOOR AREA TO BE VENTED LEVEL -1 P 66/150 =.44 50. FT. TOTAL NEEDED (MIN.), 63.36 50. IN. log -61 FOUNDATION VENT5: 4-1/2" x 18-1/2", 162 50. IN. EA, USE MIN. OF 1 EQUALLY SPACED MAX. 25' C.C. AND A5 TO PROVIDE GR055 VENTILLATION. UNDER FLOOR VENTILATION SHALL COMPLY WITH CRG R406.1 6 R408.2. THE MINIMUM NET FREE AREA OR VENTILATION SHALL BE 1/150 OF THE AREA OF UNDER -FLOOR SPACE. WHEN A CLASS 1 VAPOR RETARDER MATERIAL 15 USED, THE MINIMUM AREA SHALL BE 1/1500 OF THE AREA. ONE VENTILATING OPENING SHALL BE WITHIN'3'-0 OF EACH CORNER OF THE BUILDING. VENT OPENINC75 SHALL BE COVERED MATERIALS SPECIFIED IN CRC R408.2 (CORROSION-RE515TANT WIRE MESH, ETC.) AND THE LEAST DIMENSION OF THE COVERING SHALL NOT EXCEED 1/4". LEVEL 1 FF l • _..� -� _ , GRADE EXISTING EXTERIOR ELEVATION —EAST SCALE ° ,� z °' e' 2 (N) BLDG HEIGHT V -J 24' - -7 15/16' Ra LEVEL 2 PLATES -r6 LEVEL 2 — — — - 11'-6" L EL -1 PLATE W C LEVEL L 1 FF 1 _1 0" 1' - O" — — (N) BLDG HEIGH__T%1_ 24' - "T 15/16" ,UARDRAIL =1614T GONG. ETAL DECK TEM WALL JG. STEPS LEVEL 2 PLATES 19'-6" — — LEVEL 6" LEVEL -1 P 10'-6" LEVEL 1 Fi= GRAD -1' - 0 PROPOSED EXTERIOR ELEVATION HONEY DESIGN d DRAFTING, LLC. LIMITS ITS RESPONSIBILITY Y TO INFORMATION REPRESENTED THEREIN AND THE INTENDED USE THEREOF AND ASSUMES NO RESPONSIBILITY FOR ACTUAL A5 -BUILT CONDR10N5. - _ ,I- - _ - 4 PERMiT#_ _ _�(o L."_4j 8LffCOUNTY DEVELOPMENT SERVICES REVIEWED FOR Cq/DE COMPLlM ICE DATE 26 BY - I H0NEYiDES IG -N DRAFTING, «C 916.947.9070 design@honeydrafting:com www.honeydrafting.com These drawings are Instruments of service and are the property of HONEY DE510N $ DRAFTING, LLC. All design information Contained in these drawings are for use on the specified project and shall not be used otherwise without the expressed written permission of HONEY DE516N 8 DRAFTING, LLC. TITLES: ELEVATION5 EXTERIOR PLAN CHECK PC -01 CONST. 000UMENT5 2016.05.31 DE516N DEVELOPMENT 1 2016.08.16 SCHEMATIC DESIGN 2016.04.14 SHEET: Al,o 11 THE CONTRACTOR SHALL VERIFY ALL JOB CONOMONS AND DIMEN51ONS BEFORE BEGINNING WORK. LEGEND: ELEVATION5 EXTERIOR 0-1300•RA51ROOFING: ROOFING ASPHALT SHINGLE5-1: OYVNER SELECTED ASPHALT jv. COMPOSITION ROOFING OVER 2-LAYER5 30 LB FELT AND PLYWOOD SHEATHING. TYP. 05500.RF61 ROOF FASCIA 6UTTER-1: SEE ROOF PLAN 08500.DR01DOOR5-1: AS SELECTED BY OWNER. CAULK ALL EXTERIOR JOINTS (TYP). SEE DOOR SCHEDULE AND FLOOR PLAN FOR TYPE, LOCATION 4 SIZE. TYP. U.N.O. - r - - 08500.WD01 WINDOWS -1: A5 SELECTED BY OWNER. CAULK ALL EXTERIOR JOINTS (TYP). NCV DESIGN' , SEE WINDOWSCHEDULE AND FLOOR PLAN FOR TYPE, LOCATION 4 SIZE. IC I TYP. U.N.O. I. - _ ---7-- 6 DRAFTING, tic (E) BUILDING HOT _ — — — - — — — — — — — — — — (E) BUILDING HOT - 24' - 1 1 /8" 05500.ED01ENTRY DOOR -1: A5 SELECTED BY OWNER. CAULK ALL EXTERIOR JOINTS 916.947.9070 (TYP). SEE DOOR SCHEDULE AND FLOOR PLAN FOR TYPE, LOCATION 3 SIZE. I , design@honeydraftirig:com 06401.V51 VERTICAL 5101146-1: JAMIE HARDIE, HARDIE VERTICAL SIDING (5TAGGERED www.honeydrafting.COm EDGE PANEL) OVER 2 -LAYERS OF GRADE D BUILDING PAPER AND 3/8" 055 — -- - 5HEATHING. These drawings are instruments LEVEL 2 PLATES — — — — —.I '' _ — + — — — — — — — — - — 1Q _ of service and are the property LEVEL 2 and � �� of HONEY DESIGN 8 DRAFTING, LLC. All design information I DOOR 4 WINDOW TRIM: 1X4 TRIM. 3 -GOAT PAINT. I � - 064o1.DWr1 contained in these drawings are for use on the specified project i {and shall not be used otherwise I 04'700.MV01 MASONRY VENEER -1: SOLID STONE VENEER OVER 17 GAUGE WIRE WOVEN FABRIC ATTACHED Y`UTH FASTENERS PER G.B.G. TABLE 25-C OVER TWO without the expressed written I LAYERS OF GRADE D BUILDING PAPER AND PLYWOOD SHEATHING. STONE permission of HONEY DESIGN 4 I TYPE: TBD DRAFTING, L.L.C. 1 UNDER FLOOR VENTILATION CALCULATION LEVEL 2 LEVEL. 2 — — — — — — — — — t — — — — — — — — — 11' 6" 66 SQ. FT. NEW UNDER FLOOR AREA TO BE VENTED 11'-6" 66/150 =.44 SQ. FT. TOTAL NEEDED (MIN.), 63.36 50. IN. i 1 I LEVEL -1 P FOUNDATION VENTS: 9-1/2" X 18-1/2", 162 50. IN. EA, USE MIN. OF 1 EQUALLY SPADED o MAX. 25' L EL -1 PLATE 10 - 6. G.G. AND A5 TO PROVIDE GR055 VENTILLATION. UNDER FLOOR VENTILATION SHALL COMPLY WITH CRC R405.1 d R405.2. THE MINIMUM NET FREE AREA OR VENTILATION SHALL BE 1/150 OF THE AREA OF UNDER -FLOOR 5PAGE. WHEN A CLA55 1 VAPOR RETARDER MATERIAL 15 USED, THE MINIMUM AREA SHALL j i { BE 1/1500 OF THE AREA. ONE VENTILATING OPENING SHALL BE WITHIN 3'-0 OF EACH CORNER OF THE \ \ j BUILDING. VENT OPENINGS SHALL BE COVERED MATERIALS SPECIFIED IN CRC R408.2 (CORROSION -RESISTANT WIRE MESH, FTG.) AND THE LEAST DIMENSION OF THE COVERING SHALL NOT s \ k EXCEED 1/4". F I ` I \ LEVEL 1 FF — — — LEVEL 1 FF Y ' - 6ilA --- --------- i GRADE GRADE I I—` e--1 i� iii 1 + I I i I—; I ' I—i+—� — — — — j ( -1' -011 -1 < W _ _ O SCALE: O 1, 2 4' a EXISTING EXTERIOR ELEVATION -SOUTH cv _= O O 7- a - (N) a(N) BLDG HEIGHT (N) BLDG HEIGHT— — — — — — — — — — — — — — — — — — — — — —4 0 24' - '7 13/16" SHINGLE 5IDING-1 10" WOOD TRIM 06401.M5S1 �07300.RA51 ROOFING: ASPHALT SHINGLES LEVEL 2 PLATE 5 l LEVEL 2 PLATES UJ Oa50o.rDa, YIUNDOY45-1 ' 1 o6401DWr1 TRIMLUi 06401.V51 - VERTICAL 5IDING-16" / iii 6° J'�sA ��0. LEVEL 2 (� 1 LEVEL 2 � _ - _ LU > O _ ; LEVEL -1 P O L EL -1 PLATE 10'-6" - - POST, ! i 1 � 10" x 10" I F TYP WOOD GUARDRAIL i r LIGHT WEIGHT GONG. TITLES: �j (�"T I I _ ► 1 jI OVER METAL DECK N TEM WALL ONS EXTERIOR I 1 r CONC. 5 ELEVATIONS 6" WOOD TRIM, - i I LEVEL 1 FF u LEVEL 1 FF � ; _� u - -_ — - — — 1' - 6" PLAN o ��ocK,l, �-1r - _.__. 5 2016 OS 31 DESIGN DEVELOPMENT I .2016.08.16 I i — I I (I SII I { �� 1• _ _ GRptDE SGHEMATIGDG�iIGN 20160419 — O5500.wDo1 06401 XWrl -1 - O TRIM oa5oo.wvol SHEET: MA6ONRY VENEER -1 2' _ O" WINDOWS -1 C 04TOO.MV01 6" WOOD TRIM NUNDOWS-1 06401.DNIf1 OSSOO.ED01 �j� t TRIM ENTRY DOOR -1 t�06401.DY`1T1 PERMIT #� Y rr _LX TRIM BUTTE COUNTY DEVELOPMENT SERVICES NEW GONG. 5TEP5 R!. -V! E P1 V d...es FOR C com a � A1,021 SCALE: 0 1' 2' 4' 5. w DATE 1=ROf=O5F.D EXTERIOR ELEVATION -SOUTH I :i r i�w,nm�ua HONEY DESIGN 4 DRAFTING, LLC. LIMITS ITS RE5PON5113IIJTY TO INFORMATION REPRE9LNTLV THERLiN ANV THE iNiEnVED u5E H Rwr rnY r+=ur�o THE CONTRACTOR SHALL VERIFY ALL JOB CONDITIONS AND DIMENSIONS BEFORE BEGNNING WORK HONEY DE51GN d DRAFTING, LLC. L_IMIT5 rT5 RE5PON5IBILLTY TO NPORMA_1ION RtPKtStN I tv l HLIKUN ANL I Ht IN I CNVCIJ u"7t I IT rvR P c, I uru..�]" l LEGEND: ELEVATION5 EXTERIOR - B _ 0T300.RA51 ROOFING-. ROOFING ASPHALT 5HING1LES-1: OWNER SELECTED ASPHALT COMPOSITION ROOFING OVER 2-L.AYER5 30 LB FELT AND PLYWOOD C7 } 5HEATHING. TYP. us - - - 05500.RFG1 D ROOF FASCIA 6UTTER-1: SEE ROOF PLAN - 08500.DR01 DOORS -1: A5 SELECTED BY OWNER. CAULK ALL EXTERIOR JOINTS (TYP). SEE DOOR SCHEDULE AND FLOOR PLAN FOR TYPE, LOCATION i SIZE. TYP. U.N.O. _. M DESIGN 08500.WD01WINDO SEE NDOWSCHEDULE AND FLOOR PLAN FOR TYPE, LOCATION 4 SIZE. WIWS-1: A5 SELECTED BY OWNER. CAULK ALL EXTERIOR JOINTS (TYP).HONEY, (E) BUILDING H GT — — — _ (E) BUILDING HOT 24' 1 1/5" TYP. U.N.O. - - —_ --. jl�_DRAFTING, uc 24' - 1 1 /8" - 08500.ED01 ENTRY DOOR -1: A5 SELECTED BY OWNER. CAULK ALL EXTERIOR JOINT'S (TYP). SEE DOOR SCHEDULE AND FLOOR PLAN FOR TYPE, LOCATION 9 SIZE. __ 916.947.9070 - design@honeydraftirig.com ., 06401.V51 VERTICAL 510ING-1: JAMIE HARDIE, HARDIE VERTICAL 510ING (5TAGGERED EDGE PANEL) OVER 2-LAYER5 OF GRADE D BUILDING PAPER AND 3/8" 058 5HEATHIN6. LEVEL 2 PLATES _ — — — — — — —LEVEL 2 PL -WWhoneydrafting.com W _ drawings instruments — 'lip19 6 — — — — — — — — _ — — — _ 9' 65 These are - I I the property HOMEY DE5I6N 4DRAFTN G ation 06401.DWT7 DooR a WINDOW TRIM: 1x4 TRIM. 3 -COAT PAINT. cont nedll in these drawings are ( ! for use on the specified project 04iDO.MV01 MASONRY VENEER -1: SOLID STONE VENEER OVER 1"I GAUGE WIRE WOVEN FABRIC ATTACHED WITH FASTENERS PER G.S.G. TABLE 25-G OVER TWO i and shall not be used otherwise without the expressed written i LAYERS OF GRADE D BUILDING PAPER AND PLYWOOD 5HEATHING. STONE TYPE: TSD permission of HONEY DESIGN 4 I_ DRAFTING, LLC. LEVEL 2 UNDER FLOOR VENTILATION CALCULATION LEVEL 2 — — — — — — — — 66 50. FT. NEW UNDER FLOOR AREA TO BE VENTED L EC/IL-1 PLATE 1 01-611 i ' I LEVEL -1 P 10' - 6" 66/150 =.44 50. FT. TOTAL NEEDED (MIN.), 63.36 50. IN. FOUNDATION VENTS: 9-1/2" x 18-1/2", 162 SQ. IN. EA, USE MIN. OF 1 EOUALLY SPACED 0 MAX. 25' ! I ' C.G. AND A5 TO PROVIDE CR -055 VENTILLATION. UNDER FLOOR VENTILATION SHALL COMPLY WITH CRC R408.1 d R408.2. THE MINIMUM NET FREE AREA OR VENTILATION SHALL BE 1/150 OF THE AREA OF j UNDER FLOOR SPACE WHEN A CLASS 1 VAPOR RETARDER MATERIAL 15 USED THE MINIMUM AREA SHALL BE 1/1500 OF THE AREA. ONE VENTILATING OPENING SHALL BE WITHIN 3'-0 OF EACH CORNER OF THE BUILDING. VENT OPENINGS SHALL BE COVERED MATERIALS SPECIFIED IN GRG R408.2 (CORROSION -RESISTANT WIRE MESH, ETC.) AND THE LEAST DIMENSION OF THE COVERING SHALL NOT t 1 I , I EXCEED 1/4". LEVEL 1 FF i ! + - — — — — - — — — — LEVEL 1 FF GRADE —GR,4DE W I- O EXISTING EXTERIOR ELEVATION — YNEST SCOL E: o , 2' 4' 8' 2lz O - - o _. r cv O (N) BLDG HEIGHT — 2' — — — — — — — — — — — — _ — — — — — (N) BLDG HEIGHT 24' - '1 13/16" nz 24 - 7 13/16" o-rwo.RA51 ROOFING: ASPHALT SHINGLES LEVEL 2 PLATESLEVEL 19' (6" — — — — — — --- ----- -- --- ------ -19 08500.WD01 2 PLATES - (0.1 I i i I 1 i 1 KNDOYS15-11 06401.DYiT1 11 , TRIM .. 06401.VS1 VERTIGAL5IDING-1 ---- --- E O l l V U_ LU LEVEL 2 N - - ftp» LEVEL 2 LU lu �LL -1 PLATE " f i LEVEL r I � n/ � r I TITLES: ELEVATIONS EXTERIOR MASONRY VENEER -1 i \ 04?OO.MV01 r LEVEL 1 FF NEW GONG. STAIRS LEVEL 1 FF 1' - 6" GRADE — — u — — — — — — - - -- " �— — — — '�—_'�� .,_�-. �T� — — — — — — , t' PLAN GHEGIG P001 .. CONST. DOCUMENTS 2016.08.31 DESIGN DEVELOPMENT I 2016.08.16 SCHEMATIC DESIGN 2016.04.19 -1 - O SHEET: PERMIT#�1 BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FORAls 3 1 LIAN CE DATE_. �Y_:_. PA -7 PROPOSED EXTERIOR ELEVATION — YNEST SCALE: 0 11 2'4' 8' HONEY DE51GN d DRAFTING, LLC. L_IMIT5 rT5 RE5PON5IBILLTY TO NPORMA_1ION RtPKtStN I tv l HLIKUN ANL I Ht IN I CNVCIJ u"7t I IT rvR P c, I uru..�]" l THE CONTRACTOR SHALL VERIFY ALL JOB C.ONVITION5 AND DIMENSIONS BEFORE BEGINNING NrORK LEGEND: ELEVATION5 EXTERIOR 0i300.RA51 D ROOFING: ROOFING ASPHALT 5HIN61 Fl; : OWNER SELECTED A5PHALT COMPOSITION ROOFING OVER 2 -LAYERS 30 LB FELT AND PLYWOOD 5HEATHING. TYP. 05500.RF61 ROOF FASCIA GUTTER -1: SEE ROOF PLAN r. .-, 05500.DR01 DOORS -1: AS SELECTED BY OWNER. CAULK ALL EXTERIOR JOINTS (TYP). I ..' I 5EE DOOR SCHEDULE AND FLOOR PLAN FOR TYPE, LOCATION d SIZE. TYP. U.N.O. 08500.WD01 WINDOWS -1: AS SELECTED BY OWNER. CAULK ALL EXTERIOR JOINTS (TYP). 5EE WINDOW 50HEDULE AND FLOOR PLAN FOR TYPE, LOCATION d 51ZE. (E) BUILDING HOT TYP. U.N.O. 24' - 1 1/8" — — — — — — — — — — — — ' — — — — — — — — — — — — (E) BUILDING HOT 08500.ED01 ENTRY DOOR -1: AS SELECTED BY OWNER. CAULK ALL EXTERIOR JOINTS (TYP). SEE DOOR SCHEDULE AND FLOOR PLAN FOR TYPE, LOCATION 3 SIZE. 1 1 1 i 06401.1151 VERTICAL SIDING -1: JAMIE HARDIE, HARDIE VERTICAL SIDING (STAGGERED I EDGE PANEL) OVER 2 -LAYERS OF GRADE D BUILDING PAPER AND 5/5" 051 rik LEVEL 2 PLATES— — — — — - _ — _ — — _ — — —� ; ' _ — — — — LEVEL 2 PLATES SHEATHING. 06401DWT1 DOOR d WINDOW TRIM: 1X4 TRIM. S -GOAT PAINT. 04'7OO.MV01 MASONRY VENEER -1: SOLID STONE VENEER OVER 11 GAUGE WIRE WOVEN FABRIC ATTACHED WITH FASTENERS PER G.B.G. TABLE 25-r- OVER TWO LAYERS OF GRADE D BUILDING PAPER AND PLYWOOD SHEATHING. STONE TYPE: TBD UNDER FLOOR VENTILATION CALCULATION EV62LEVEL 2 — — — — - — — - — — — — LEVEL 6,� 66 90. FT. NEN UNDER FLOOR AREA TO BE VENTED LPLATE LEVEL-�6_ 1 1 66/150 =.44 5Q. FT. TOTAL NEEDED (MIN.), 63.36 5Q. IN. 10' — 6" j i i FOUNDATIONVENTS: Q-1/2" x 18-1/2", 162 90. IN. EA, USE MIN. OF 1 EQUALLY SPACED ® MAX. 25' G.G. AND A5 TO PROVIDE GRO55 VENTILLATION. UNDER FLOOR VENTILATION SHALL COMPLY WITH CRG R405.1 4 R405.2. THE MINIMUM NET FREE AREA OR VENTILATION SHALL BE 1/150 OF THE AREA OF f I j UNDER -FLOOR SPACE. WHEN A GLASS 1 VAPOR RETARDER MATERIAL 15 USED, THE MINIMUM AREA SHALL I1 BE 1/1500 OF THE AREA. ONE VENTILATING OPENING SHALL BE WITHIN 3'-0 OF EACH CORNER OF THE 1; BUILDING. VENT OPENINGS SHALL BE COVERED MATERIALS SPECIFIED IN CRC R408.2 r , (CORROSION -RESISTANT WIRE MESH, ETC.) AND THE LEAST DIMENSION OF THE COVERING SHALL NOT — ---- ; { EXCEED 1/4". LEVEL 1 FF ! f! I i I L i 'I 1 i '�:I I �) LEVEL 1 FF GRADE EXISTING EXTERIOR ELEVATION -NORTH (N) BLDG HEIGHT 24' - 1 113/16" ��l�� 08500.NrD01 08500.NII701 06401 DWT7 "NDOV45-1 TRIM WINDOVLS-1 08500ID01 06401 DNiT1 ENTRY DOOR -1 06401DNtf1 TRIM TRIM NEW GONG. 5TAIR5 PROPOSED EXTERIOR ELL.- YATION -NORTH HONEY DESIGN d DRAFTING, LLC. LIMITS ITS RESPONSIBILITY TO INFORMATION REPRESENTED THEREIN AND THE INTENDED USE THEREOF AND A55UME5 NO RFSPON51BILITY FOR ACTUAL A5 -BUILT CONDITIONS. A I (N) BLDG HEIGHT 24' - "1 13/16" — — _LEVEL 2 PLATES 19'-6" — _ — — — LEVEL 1 FF ,1:1 — .GRADE �1 SCALE: O 1' 2' 4' a, _ y _ I H.ONEYDESIGN- !&DRAFTING Ltc - 916.947.9070 design@honeydraffing.com., www.honeydrafting.com These drawings are instruments of service and are the property of HONEY PF -516N d DRAFTING, LLC. All design information contained in these drawings are for use on the Specified project and shall not be used otherwise without the expressed written permission of HONEY DE5I6N 8 DRAFTING, LLC. PERMIT #_ BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE CO PLO SCE DATE TITLES: ELEVATIONS EXTERIOR PLAN CHECK PC01 CONST. DOCUMENTS 2016.08.31 DE51GN DEVELOPMENT 1 2016.08.16 SCHEMATIC DESIGN 2016.04.19 NUNDOYVrt 06401 DWT1 _ TRIM _ 06401.V51 VERTICAL SIDI146-1 _ — LEVEL 2 11' 6" LEVEL -1 P — _ — — — LEVEL 1 FF ,1:1 — .GRADE �1 SCALE: O 1' 2' 4' a, _ y _ I H.ONEYDESIGN- !&DRAFTING Ltc - 916.947.9070 design@honeydraffing.com., www.honeydrafting.com These drawings are instruments of service and are the property of HONEY PF -516N d DRAFTING, LLC. All design information contained in these drawings are for use on the Specified project and shall not be used otherwise without the expressed written permission of HONEY DE5I6N 8 DRAFTING, LLC. PERMIT #_ BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE CO PLO SCE DATE TITLES: ELEVATIONS EXTERIOR PLAN CHECK PC01 CONST. DOCUMENTS 2016.08.31 DE51GN DEVELOPMENT 1 2016.08.16 SCHEMATIC DESIGN 2016.04.19 THE CONTRACTOR SHALL VERIFY ALL JOB OONVMONS AND DIMENSIONS BEFORE BEGINNING WORK. - LEGEND: 5EGTION5 SUI Oi210.R15B IF SELECTED, EXTERIOR YVAL.L IN5ULATION: R-15 IN5ULA7ION a ALL 2Xg EXTERIOR WALL5 CAVmE5. - 07210.R19B IF SELECTEDW , EXTERIOR ALL/FLOOR INSULATION: R-19 INSULATION a ALL EXTERIOR 2X WALLS AND/OR RAI5ED WOOD FLOORS CAVITIES. i ✓ `� I O?210.R44B IF 5EL.ECTED, EXTERIOR ROOF/CEILING INSULATION: R-44 BATT INSULATION 0 ` ALL EXTERIOR ROOF AND/OR CEILING CAVITIES (TYF) _ ri (N) BLDG HEIGHT (N) BLDG HEIGHTRWEY,DESI 24' - '1 13/16" — — — — — — -%V24'- -1 13/16" 19 DRAFTING, tic 4" ROOF FRAMING: SEE TRU55 LAYOUT .'. m A AND CALCULATIONS BY OTHER5 -916.947.9070 design@honeydrafting.com. _ www.honeydrafting.com L 2 PLATES _LEVEL 2 PLATES EVEL -. --- These drawings are instruments Of service and are the property of HONEY DE510N 8 DRAFTING, L.L.C. All design information WALL INSULATION: SEE contained in these drawings are ect 13 ROOM 2 HALLYVAY TITLE 24 CALCULATIONS fand Shallon not be the used otfiedherw se �' RM208 RM201 without the expressed written CEILING INSULATION: 5EE permission of �NEY PF -516N 4 z 114 5F TITLE 24 CALCULATIONS 89 5F �. m LEVEL 2 LEVEL 2 — — — — �� CEILING FINISH PER SCHEDULE. TYP. WALL FINISH PER LEVEL -1 P L EL -1 PLATE STAIRYVAY SCHEDULE, TYP. 10' - 6" 01-611 \ GREAT ROOM ___ . CABINET DESIGN BY OTHERS RM 102 o EXTERIOR FINISHED: 1 GAR GARAGE 2 GAR GARAGE EEE ELVATIONS RM10"i RM106 �o D 193 5F 406 5F FLOOR FINISH PER ' SCHEDULE, TYP. LEVEL 1 FF LEVEL 1 FF 1 I i i GRADE zo GRADE F1 _- = = = __- 11III11 III1111111 �Jt�I= I I FLOOR INSULATION: SEE FOR NEW FOOTING5: SEE TITLE 24 CALCULATIONS STRUCTURAL DRAWIN65, TYP. 50AL.E: O 1' 2' 4' a, W SECTION G O O O N O O cv cv O z (N) BLDG HEIGHT — (N) BLDG HEIGHT —— — — — — — -- --- — _ _ -- -_- — — — — 24 - 'i 13/16 1'3/16" - -- -._ ---- in fnLU --- --- -- -- _ - -- LEVEL 2 PLATE ---S LIi - ----------- LEVEL 2 PLATES — — — — T — — - -- — --- — -. — — — — — — 19' - 6" .. LU ROOF FRAMING: SEE TRU55 LAYOUT 7,0„ AND CALCULATIONS BY OTHERS 7 O <v CEILING INSULATION: 5EE _ TITLE 24 CALCULATIONS LU• Ilu d3 LU - --- _-- ------------ ,� pvL� G�\� _ — LEVEL O V Ah LEVEL 2 — — — — — — — — 11' - 6"_ — — — — — - — — 1L _CEILING FIN15H O FIER LEVEL -1 P u -i r. L EL -1 PLATE T_ SCHEDULE. WALL FIN15H PER - - – -- -- 10' – 6° i� 1 – L SCHEDULE, TYP. O' j WALL INSULATION: 5EE G P11 R KITCHEN TITLE 24 CALCULATIONS M10 - RM103 EXTEBUILDING 5ECTION5 EXTERIOR FINISHED: 0 TITLES: LIGHT WEIGHT GONG. SEE ELVATION5 is OVER METAL DECK COVERED PORCH, TYP. i j COVERED COVERED - PORCH FLOOR FINI5H PER PORCH SCHEDULE, TYP. PLAN CHECK PCO1 LEVEL 1 IF CONST. DOCUMENT5 2016.05.51 LEVEL 1 FF i 7'— — — — — (j" DESIGN DEVELOPMENT I 2016.05.16 SCHEMATIC DESIGN 2016.04.19 GRADE GRADE SHEET: i l-III-III=1 I -I I- I I -I I I I -I I III -i I I -III -I -1 I -I I -III I I-1 I -III -I I III -III -III- iI i- I I -I I I I- I- -III-III I I -III -i I I-IIIIII- I I -I I -III- PERMIT# FLOOR INSULATION: 5F� FOR NEW FOOTINGS: SEE BUTTCOUNTY DEVELOPMENT SERVICES E TITLE 24 CALCULATIONS STRUCTURAL DRAWINGS, TYP. REV E OR Abel 1 VP ANCE CO E OMP SCALE: O r 2' 4' 8' DATE I ��� BY� SECTION �N C/]C A/T 161 6C�W 111 T rnNl"JIT1rJNS HONEY DE51GN 4 DRAFTING, LLC- LIMII`J' W21 r1LdNt21W1LJ 1 7 1v INVL R ^I vl. I<GrRL N. . II--- THE CONTRACTOR SHALL VERIFY ALL JOB CONDITIONS AND DIMENSIONS BEFORE BEGINNING WORK HONEY DE51GN b DRAFTTNCG, LLC. LIMIT 5 n 5 KtSt UMAI IU I T I V INt'VKMA I KJN K=rK==N I CV 1 MGKCIN ANL I HC IN I MmlrV V= I rtCKcc�r f -M., I i rvr, ♦a.. urate i.'-wa. wiwi vi.�. :HONEY- OESI.-GS DRAFTING.«:. - 916.947.9070 _. design@hon®ydrafting.com . -www.honeydrafting.com These drawings are instruments of service and are the property of HONEY DE516N 4 DRAFTING, L.L.G. All design information contained in these drawings are for use on the specified project and shall not be used otherwise without the expressed written permission of HONEY DE510N 4 DRAFTING, LLC. FOR COORDINATING ROOF TILE MANUFACTURERS, INSTALLATION INSTRUCTIONS, TECHNICAL BULLETINS d 5PE01'IG INFORMATION REGARDING HEAVY RAIN, SNOW, HIGH -VELOCITY WIND OR WIL.DLAND URBAN INTERFACE (NUI) APPLIGATION5, PL.EA5E CONTACT O'HAGIN MFG. TOLL FREE AT 577-324-0444 OR W W W.OHAGIN.COM O'HAGIN'S TAPERED, LAW -PROFILE VENT COMPOSITION (STANDARD FLANGE) SHINGLES 5M# 12 4 13. SEE 1 - 4« STRUGUTRAL SHEETS OWERTERS 1,001 LOCALLY -APPROVED UNDERLAYMENT I L.OGALLY-APPROVED 5EALANT `f - WIRE MESH I O'HAO N'S TAPERED, _I LOW -PROFILE VENT ^ (5TANDARD FLANGE) 1 O'HAGINS VENTS ARE MANUFACTURED USING. - PRE -PAINTED GALVANIZED 26 GAUGE G90 W LU ; - - GALVANIZED 26 GAUGE G90 - ALUMINUM .032 LU - COPPER 16 OZ F- - 5TAINLESS-5TEEL INTERIOR MATRIX (WEATHERMASTER , Q WEATHERMASTER HD , FIRE d LGE ONLY) POST PER FRAMING SCALE: O 4" 8" 12" ; PLAN, REFER TO FRAMING v2" PIAN FOR CONNEGTION5 Q ROOF VENTILATION1 W 1• 11 1/21, O tu' 2" X Z' studs behind FlexAae water 5116' x 3" lag Sheetreck sheetrac cennectlons screws with washer MOULDING LUMBER, / OWNERS TO 5ELEGT 1 1 11 t 1 1 I I I 1 1 1 I I V. ' O 1 1 1 I 11 I 1 1 1 I 1 I I I I I I 1 I 11 I 1 I I I PER PLAN FINISH, OWNERS ^, `v O TO SELECT 1 1 1 1/4« x 1' round 112' dia. j n1 thm+vatl I 1 1 head machine electrical conduit I I I screw with I WO PORCH FINISH FLOOR flattened at ends I I I I washer and nut W ul 24.3uge 3.+4. x 1 metal stray WATER I 1 HEATER 1 I I I PER PLAN , I I 1 I 1 1 1 1 I I I 1 11 EXISTING I 1 1 1 I I 11 11 1 11 GRADE L � 1 1 LI-III—III-I u a I (—III I ( LU ------------ --- --- - - - - -- -I -I 1I Flexible gas pipe III—III—III III III I I ( III-III—III- I Ll 1 connection 1—I I 1--j 1 1-1 1 I— LU U - 5e- 0 4" 8« 12" SEISMIC BRACING DETAIL NOT TO 50ALE: � FRONT PORCH COLUMN DETAIL � X U- '`�. � � LU WALL STUDS - SEE l LU EXTERIOR WALL FIN15H INTERIOR FINISH - 5EE AS REQUIRED PER FINISH SCHEDULE (TYP) EXTERIOR ELEVATIONS FLOOR PLAN, 5TRUGTURAL DRAWINGS (TYP). ' EXTERIOR WALL FINI514 - SEE FLOOR PLAN AS REQUIRED PER INTERIOR FIN15H - 5EE EXTERIOR ELEVATIONS FIN15H SCHEDULE (TYP) - SEE FLOOR PLAN O O U HEADER - SEE O LU FRAMING PLANS HEADER -SEE r � O FRAMING PLANS � WINDOW A55EM5LY - SEE FLOOR PLANS AND WINDOW 5CHEDULE DOOR A55EMBLY - SEE TITLES: FLOOR PLANS AND DOOR SCHEDULE DETAILS PLAN CHECK PC01 CON5T. DOCUMENTS 2016.08.31 1/4":12" MIN DE51GN DEVELOPMENT 1 2016.08.16 SCHEMATIC VE 16N 2016.04.14 SLOPE AWAY FROM THRESHOLD BUILDING PERMIT# FLASH AND SEAL BUTTE COUNTY DEVELOPMENT SERVICES - ,v/,vr.�� FO� REVIEWED WALL STUDS -SEE FLOOR PLAN, PER DOOR MANE C REOMMENDATIONS (11'P) � SHEET: Q OLI/ \ C CW-J-p -- STRUCTURAL DRAWINGSDATE— - - ---- • A11 1 1 EXTERIOR WALL @ FLUSH WINDOW DETAIL SCALE 0 4" 8" 12« SCALE: O 4" 8" 12" DOORS EXTERIOR HEAD HONEY DE51GN b DRAFTTNCG, LLC. LIMIT 5 n 5 KtSt UMAI IU I T I V INt'VKMA I KJN K=rK==N I CV 1 MGKCIN ANL I HC IN I MmlrV V= I rtCKcc�r f -M., I i rvr, ♦a.. urate i.'-wa. wiwi vi.�. r THE CONTRACTOR SHALL VERIFY ALL JOB CONDITIONS AND DIMENSIONS BEFORE BEGINNING WORK. n 7 LEW-MYEL 1 UTILITY FLOOR PLAN HONEY PE51ON 4 DRAFTING, LLC. LIMITS ITS RESPONSIBILITY TO INFORMATION REPRE5ENTm THEREIN AND THL INTENDED L --,t THLKtOY ANU A551JMt5 NU Ktsf-UM11tsiu 1 T rcm n[. i uA L tl-MIL 1 wn✓i i ivn�. REFERENCE NORTH SCALE: 0 1' 2' 4' 8' ( 1 LEGEND: ELECTRICAL LIGHTING PLAN 16511.ILFC,501 INTERIOR LIGHT FIXTURE CEILN6 SURFACE -1: 60W/120V 5URFAGE MOUNTED INCANDESCENT LIGHT FIXTURE. CONTROL W/ MANUAL -ON 16145.112OV5W2 INTERIOR DIMMER 5rHTCHIN6 CONTROL DEVICE: 12OV/20A 51N6LE POLE ITGH. MOUNT ON ALL +48" A.F.F. N.N.O.). DIMMER 5WW OCCUPANCY SENSORS. 16511.IGFDRO INTERIOR GOMPAGT FLUORE-SGENT DOWNLI&HT FIXTURE REGE55ED (REMODEL): (E) 200 AMP ELECTRICAL SERVICE PANEL (LOCATED AT EXI5TIN6 DETACHED GARAGE) PROVIDE SERVICE TO NEW HOUSE 5UBPANEL. (SEE ALSO SITE PLAN) co PROVIDE ALUMINUM 5PECULAR CLEAR REFLECTOR. 6" HALO 1-12'73RIGATID INTERIOR WIRING CONTROL DEVICE: 12OV. DUPLEX OUTLET WALL MOUNTED +18" A.F.F. (U.N.O.) W/ ARG FAULT CIRCUIT INTERRUPTER PROTECTION AND LISTED TAMPER RE515TANT. GEC, 210.12 (B), GEG 406.11, GEG 210.52. OR EQUAL. REFER TO LIGHT FIXTURE INSTALLATION DETAILS FOR 16140.1220VODAW MOUNTING. FLUORE50ENT FIXTURE5 SHALL BE IN COMPLIANCE WITH GEG LEGEND: ELECTRICAL 516NAL PLAN 2013 ENERGY COMPLIANCE 5TANDARD5 MANDATORY MEASURES, 11OV SMOKE DETECTOR W/ BATTERY BACK-UP: INSTALL AS PER 2001 REQUIREMENT5 FOR A 40 LUMENS PER WATT EFFICIENCY LAMP. PROVIDE GBG, IG (INSULATED COVER) APPROVED. SD PROVIDE WATERPROOF DIFFUSER5 IN 5HOWERS AND WET AREAS. 16511.IPLVLFG501 INTERIOR PENDANT LOW VOLTAGE LIGHT FIXTURE GEILIN6 SURFACE -1: 50W/12V/MR16 HALO LV2TGN OR EQUAL. TRIM AND FIN15H A5 AND AT A POINT CENTRALLY LOCATED IN THE CORRIDOR AREA GIVING 5ELEGTED BY OWNER. 16511.ILFV501 INTERIOR LIGHT FIXTURE VANITY 5URFACE-1: 60W/120V SURFACE MOUNTED INCANDE50ENT VANITY LIGHT FIXTURE AS SELECTED BY OWNER. CONTROL W/ MANUAL -ON OCCUPANCY SENSORS. 41 16715.IG0501 11oV CARBON MONOXIDE SENSOR W/ BATTERY BACK-UP: INSTALL A5 PER 2010 GRG R 315.1, INTERCONNECT TO SOUND AN ALARM AUDIBLE IN ALL 16521.ELF501 EXTERIOR L16HT FIXTURE SURFACE -1: 60W/120V WEATHERPROOF LIGHT FIXTURE. PROVIDE UL RATED BOX. CONTROL 1-I6HT WITH SEPARATE BEDROOMS IN THE DWELLING. INSTALL ONE (1) CARBON MONOXIDE 5WITGH AND WITH MANUAL -ON/ AUTOMATIC, OFF PHOTO CONTROL, (TYP). IN THE CORRIDOR AREA GIVING AGGE55 TO THESE SLEEPING AREAS. A 16511JELFR01 INTERIOR EXHAUST/1-I61-IT FIXTURE REGE55ED-1: 250YV120V: EXHAUST FAN/HEAT/LIGHT COMBINATION FIX. CONTROL W/ MANUAL -ON OCCUPANCY SENSORS. MECHANICAL EXHAUST FANS WHICH EXHAUST DIRECTLY FROM ® BATHROOMS SHALL COMPLY WITH A5HRAE 62.2, SECTION 5; EXHAUST FANS SHALL BE ENERGY COMPLIANT; EXHAUST FANS SHALL TERMINATE OUT5IDE THE BUILDING. %511.IPGLFGH01 INTERIOR CHANDELIER LIGHT FIXTURE 6EILIN6 HANGING -1: A5 5ELEGTED BY OWNER. I 16145.112�5W1 INTERIOR 5WITCHIN6 CONTROL DEVICE: 12OV/20A SINGLE POLE 5WITGH. MOUNT ON WALL +48" A.F.F. (U.N.O.). 16145.1120--- 3 INTERIOR SWITCHING CONTROL DEVICE: 12OV/20A THREE-WAY POLE MOUNT ON WALL +48" A.F.F. N.N.O.). t5WITGH. 3 16145.112OV5W2 INTERIOR DIMMER 5rHTCHIN6 CONTROL DEVICE: 12OV/20A 51N6LE POLE ITGH. MOUNT ON ALL +48" A.F.F. N.N.O.). DIMMER 5WW d t LEGEND: ELECTRICAL POWER PLAN 16200.E100A01 (E) 200 AMP ELECTRICAL SERVICE PANEL (LOCATED AT EXI5TIN6 DETACHED GARAGE) PROVIDE SERVICE TO NEW HOUSE 5UBPANEL. (SEE ALSO SITE PLAN) co 16140.1120VODAW INTERIOR WIRING CONTROL DEVICE: 12OV. DUPLEX OUTLET WALL MOUNTED +18" A.F.F. (U.N.O.) W/ ARG FAULT CIRCUIT INTERRUPTER PROTECTION AND LISTED TAMPER RE515TANT. GEC, 210.12 (B), GEG 406.11, GEG 210.52. 210.52(G)(1) 16140.1120VOD6WN INTERIOR WIRING CONTROL DEVICE: 12OV. DUPLEX OUTLET +18" A.F.F. WPO (U.N.O.) W/ GROUND FAULT CIRCUIT INTERRUPTER PROTECTION. IN (N) ELECTRICAL SERVICE SUBPANEL GFI KITCHEN AND DININ6 AREAS A RECEPTACLE SHALL BE PROVIDED FOR 16140.IEGG03 EACH COUNTER SPACE WIDER THAN 12" AND SPACED NO MORE THAN 4'-0" APART, A MAXIMUM OF 2'-0" FROM THE END OF THE COUNTER. GEG 210.52(G)(1) 16140.1220VODAW INTERIOR WIRING CONTROL DEVICE: 220V. DUPLEX OUTLET WALL MOUNTED LEGEND: ELECTRICAL 516NAL PLAN +18" A.F.F. (U.N.O.) PER GEC, 11OV SMOKE DETECTOR W/ BATTERY BACK-UP: INSTALL AS PER 2001 16140.1120VWODW EXTERIOR WIRING CONTROL DEVICE: LISTED WEATHER PZ51STENT TYPE 12OV. DUPLEX OUTLET W/ GFGI WEATHERPROOF ENCLOSURE PER GEC, 406.5(5)(1) WPO 16200.E100A01� (N) ELECTRICAL SERVICE SUBPANEL m 16140.IEGG03 INTERIOR ELECTRICAL GABLE/CONDUGTOR-3: NM GABLE (ROMEX) CONGEALED IN WALL, GEILIN6 OR RAISED FLOOR SPACE5 W/ MINIMUM 2 #12 AWG GONDUGTOR5 AND 1 #12 GROUND. / \ / SUPPORT AND PROTECT GABLE PER NEG 334. LEGEND: ELECTRICAL 516NAL PLAN 16'115.15D501 11OV SMOKE DETECTOR W/ BATTERY BACK-UP: INSTALL AS PER 2001 GBG, SD INTERCONNECT TO SOUND AN ALARM AUDIBLE IN ALL BEDROOMS IN THE DWELLING. INSTALL ONE (1) SMOKE DETECTOR IN EACH SLEEPING ROOM AND AT A POINT CENTRALLY LOCATED IN THE CORRIDOR AREA GIVING AGGE55 TO THESE SLEEPN6 AREAS. A SMOKE DETECTOR SHALL BE INSTALLED ON EACH LEVEL AND IN GLO5E PROXIMITY TO 5TAIRWAY5. 16715.IG0501 11oV CARBON MONOXIDE SENSOR W/ BATTERY BACK-UP: INSTALL A5 PER 2010 GRG R 315.1, INTERCONNECT TO SOUND AN ALARM AUDIBLE IN ALL Q BEDROOMS IN THE DWELLING. INSTALL ONE (1) CARBON MONOXIDE SENSOR IN EACH SLEEPING ROOM AND AT A POINT CENTRALLY LOCATED IN THE CORRIDOR AREA GIVING AGGE55 TO THESE SLEEPING AREAS. A CARBON MONOXIDE 5EN50R SHALL BE INSTALLED ON EACH LEVEL AND IN CLOSE PROXIMITY TO 5TAIRWAY5. LEGEND: PLUMBING SUPPLY $ GAS PLAN 15055.GW1 GOLD WATER SUPPLY: PER GPO 2013. C.W.-H 15055.HW1 HOT WATER SUPPLY: PER GPO 2013. H.W.} 15194.GA51 (5A5-1: PROPANE GAS CONNECTION W/ VALVE. SEE SITE PLAN FOR LOCATION OF NEW PROPANE TANK. GAS 15055.HB1 HOSE BIB -1: PROVIDE NON -REMOVABLE BACKFLOW PREVENTION DEVICE AS H.B. PER 2013 GPC, LEGEND: MECHANICAL EQUIPMENT PLAN o9260AA01(N) ACCE55 ATTIC -1: 22" X 30" MIN. READILY ACCESSIBLE ATTIC PANEL WITH PULL DOWN LADDER, AND WITH A MINIMUM OF 30" CLEAR HEADROOM 22X30 PROVE PER 2013 CRC, 801.1 A IC ACCE S 156i1.GU1 MECHANICAL 0ONDEN5ING UNIT -1: 220V (DUAL-5PEED), 5 -TON AG CONDENSER, TYPICAL (U.N.O.). SEE ENERGY GALGULATION5 220V CONDENSER AG1 15.763.EFAU1 IN) MECHANICAL GAS FIRED FORGED AIR UNIT: MECHANICAL GAS FIRED FORGED AIR UNIT LOCATED IN ATTIC A5 5HOWN ON UTILITY PLAN. SEE (N) FAU1 TITLE 24 ENERGY CALCULATION5. 15486.W1-101 NEW WATER HEATER (6A5 FIRED): SEE ENERGY CALGULATION5. WH01 e HONEY- DESIGN' 1C, DRAFTING, ^� ^ 916.947.9070 design@honeydrafting.com www.honeydrafting.com These drawings are instruments of service and are the property of HONEY DE51ON 8 DRAFTING, LLC. All design Information contained in these drawings are for use on the specified project and shall not be used otherwise without the expressed written permission of HONEY DESIGN B DRAFTING, LLC. TITLES: UTILITY FLOOR PLAN PLAN CHECK PC01 CONST. DOCUMENTS 2016.05.31 DE516N DEVELOPMENT 1 2016.08.16 SCHEMATIC DE516N 2016.04.19 SHEET: AE1 THE CONTRACTOR SHALL VERIFY ALL _IDB CONDITIONS AND DIMENSIONS BEFORE BEONNIN6 WORK HONEY DESIGN 4 DRAFTING, LLC. LIMn-5 ITS RE5PON51BILITY TO INFORMATION REPRE51ENTED THEREIN AND THE INTENDED U5E THEREOF AND A5WME5 NO RESPONSIBILITY FOR ACTUAL A5431JILT GONDITION5. LEGEND: ELECTRICAL LIGHTING PLAN f - _ 16511.ILFG501 INTERIOR LIGHT FIXTURE CEILING 5URFACE-1: 6OW/120V SURFACE MOUNTED INCANDESCENT LIGHT FIXTURE. CONTROL W/ MANUAL -0N �} OCCUPANCY SENSORS. !a 16511.IGFDRO INTERIOR COMPACT FLUORESCENT DOWNLI6HT FIXTURE RECESSED (REMODEL): PROVIDE ALUMINUM 5PECULAR CLEAR REFLECTOR. 6" HALO H2'73RICAT1D OR EQUAL. REFER TO LIGHT FIXTURE INSTALLATION DETAILS FOR MOUNTING. FLUORESCENT FIXTURES SHALL BE IN COMPLIANCE WITH CEG - 2013 ENER6Y COMPLIANCE STANDARDS MANDATORY MEASURES, - - - .. - - -- -- _._ --------- REGUIREMENT5 FOR A 40 LVMEN5 PER WATT EFFICIENCY LAMP. PROVIDE IG (INSULATED COVER) APPROVED. �- -------, PROVIDE WATERPROOF DIFFU5ER5 IN 5HOWER5 AND WET AREAS. IHgy: 16511.IPLVLFG501 INTERIOR PENDANT LOW VOLTAGE LIGHT FIXTURE CEILING 5URFAGE-1: 50YV12VIMR16 HALO LV2TGN OR EQUAL. TRIM AND FINISH A5 SELECTED BY OMER. n - - - - - --< �Qe DRAFTING, llC ~916.947.9070 16511JLFV501 INTERIOR LIGHT FIXTURE VANITY SURFACE -1: 60YV120V SURFACE MOUNTED IW/ AN ESCCENTAL-ON OGGTPANGYY H 5 SFIXTURE AS SELECTED BY OMER. CONTROL design@honeydraftingcom , , 16521.ELFSo1 EXTERIOR LIGHT FIXTURE 5URFACE-1: 6oW/120V WEATHERPROOF LIGHT www.honeydrafting.com FIXTURE. PROVIDE UL RATED BOX. CONTROL LIGHT WITH SEPARATE 5WITGH AND WITH MANUAL -0N/ AUTOMATIC OFF PHOTO CONTROL, (TYP). These drawings are instruments of service and are the property of HONEY DE516N 4 DRAFTING, L.L.C. All design information 16511.IELFR01 INTERIOR EXHAUST/LIGHT FIXTURE RECESSED -1: 250W/12OV: EXHAUST ® FAN/HEAT/LIGHT COMBINATION FIX. CONTROL W/ MANUAL -0N OCCUPANCY SENSORS. MECHANICAL EXHAUST FAN5 WHICH EXHAUST DIRECTLY FROM contained in these drawings are g BATHROOMS SHALL COMPLY WITH ASHRAE 62.2, SECTION 5; EXHAUST FANS for use on the specified project SHALL BE ENER6Y GOMPUANT; EXHAUST FANS SHALL TERMINATE OUTSIDE THE BUILDING. and shall not be used otherwise without the expressed written 16511JPGLFGH01 INTERIOR CHANDELIER U6HT FIXTURE CEILING HANGING -1: A5 SELECTED permission of HONEY DESIGN 4 W BY OWNER. DRAFTING, LLC. 16145.1120V5W1 INTERIOR SWITGHIN6 CONTROL DEVICE: 12OV/20A SINGLE POLE SWITCH. MOUNT ON WALL +45" A F.F. (U.N.O.). 16145.112OV5W3 INTERIOR SkNITCHINODEVICE:THREE-WAY POLE 5nTOH, ON WACONTROL t3 OOV/20A LL +48" 16145.1120V5W2� INTERIOR DIMMER SWITGHIN6 CONTROL DEVICE: 12OV/20A 51N6LE POLE DIMMER SWITCH. MOUNT ON WALL +45" A.F.F. (U.N.O.). 1 td 1 LEGEND: ELECTRICAL POWER PLAN 16200.E100A01 (E) 200 AMP ELECTRICAL SERVICE PANEL (LOCATED AT EX15TINO DETACHED GARAGE) PROVIDE SERVICE TO NEW HOUSE SUBPANEL. (SEE AL50 SITE PLAN) \TAa CM%140.1120VODAW \ INTERIOR WIRING CONTROL DEVICE: 12OV. DUPLEX OUTLET WALL MOUNTED qP '� GFI +15" A.F.F. (U.N.O.) W/ ARG FAULT CIRCUIT INTERRUPTER PROTECTION AND LISTED TAMPER RESISTANT. CEO 210.12 (B), GEC 406.11, CEO 210.52. ----- .W. CSW, ©D 16140.1120VODGW INTERIOR WIRING CONTROL DEVICE: 12OV. DUPLEX OUTLET +15" A.F.F. - - - - - - - - ' I GFI = (U.N.O.) W/ GROUND FAULT CIRCUIT INTERRUPTER PROTECTION. IN KITCHEN AND DINING AREAS A RECEPTACLE SHALL BE PROVIDED FOR ------ H.W EACH COUNTER SPADE WIDER THAN 12" AND SPACED NO MORE THAN 4'-0" I C \ APART, A MAXIMUM OF 2'-0" FROM THE END OF THE COUNTER. CEO 210.52(G)(1) I , � H.W. ----- GFI 16140.1220VODAYN � INTERIOR WIRIN6 CONTROL DEVICE: 22OV. DUPLEX OUTLET WALL MOUNTED +15" A.F.F. (U.N.O.) PER CEO C.W. - - - - - {n--� I J ------ C.W. FU O I C.W. ----- H W - i - - - - - I C.W. _ __ _ 16140J120VWODW EXTERIOR WIRIN6 CONTROL DEVICE: LISTED WEATHER RESISTENT TYPE \ 1 WPO 12OV. DUPLEX OUTLET W/ 61701 WEATHERPROOF ENGL05URE PER OEC 406.0(B)(1) O I------------- isH.W.- - - - - 16200.E1 o0A01 (N) ELECTRICAL SERVICE 5UBPANEL C.W. 16140.IECCO0 INTERIOR ELECTRICAL CABLE/CONDUCTOR-3: NM GABLE (ROMEX) CONGEALED IN WALL, CEILING OR RAISED FLOOR 5PAGE5 W/ MINIMUM 2 #12 AWG CONDUCTORS AND 1 #12 GROUND. O \ SUPPORT AND PROTECT GABLE PER NEG 334. ' \ � O LEGEND: ELECTRICAL SIGNAL PLAN \ j O 16i15.15DS01110V SMOKE DETECTOR W/ BATTERY BACK -IJP: IN5TALL A5 PER 200"1 SD INTERCONNECT TO 50UND AN ALARM AUDIBLE IN ALL BEDROOMS IN THE DWELLING. INSTALL ONE (1) SMOKE DETECTOR IN EACH 5LEEPIN6 ROOM r` AND AT A POINT CENTRALLY LOCATED IN THE CORRIDOR AREA GIVING (\I ACCESS TO THESE 5LEEPING AREAS. A SMOKE DETECTOR SHALL BE INSTALLED ON EACH LEVEL AND IN CLOSE PROXIMITY TO STAIRWAYS. Li - 16'715.IG0501 110V CARBON MONOXIDE SENSOR W/ BATTERY BACK-UP: INSTALL A5 PER 2010 GRG R 315.1, INTERCONNECT TO SOUND AN ALARM AUDIBLE IN ALL BEDROOMS IN THE DWELLING. INSTALL ONE (1) CARBON MONOXIDE SENSOR IN EACH 5LEEPING ROOM AND AT A POINT CENTRALLY LOCATED \ / IN THE CORRIDOR AREA 6WIN6 ACCE55 TO THESE SLEEPING AREAS. A CARBON MONOXIDE 5EN5OR SHALL BE INSTALLED ON EACH LEVEL AND IN CLOSE PROXIMITY TO 5TAIRWAY5. LEGEND: PLUMBING 5UPPLY GA5 PLAN LU 15055.GW1 COLD WATER SUPPLY: PER CPG 2013. C.W.-H • 15055.HW1 H.W.-I-j HOT WATER SUPPLY: PER GPG 2013. .I.LU '^ / (3 15194.GA51 GA5-1: PROPANE GAS CONNECTION W/ VALVE. SEE 51TE PLAN FOR LOCATION OF NEW PROPANE TANK. GAS 4-j U LU LU 15055.HB1 HOSE BIB -1: PROVIDE NON -REMOVABLE BACKFLOW PREVENTION DEVICE AS PER 2013 GPG H.B. 4-1 lu LEGEND: MECHANICAL EQUIPMENT PLAN 09260.AA01 IN) ACCESS ATT10-1: 22" X 30" MIN. READILY ACCESSIBLE ATTIC PANEL WITHLU O PULL DOWN LADDER, AND WITH A MINIMUM OF 30" CLEAR HEADROOM ABOVE PER 2013 GRG 501.1 v • O 22X30 IC ACCEE SLU �- % \ I 156-11.GU1 MECHANICAL CONDEN51146 UNIT -L• \ I 220V (DUAL -SPEED), 5 -TON AG CONDENSER, TYPICAL (U.N.O.). SEE ENERGY CALCULATIONS TITLES: 220V CONDENSER i i i aai UTILITY FLOOR PLAN 15163.EFAU1 (N) MECHANICAL GAS FIRED FORGED AIR UNIT: MECHANICAL GAS FIRED j - - ---- --- - ---- -- - - -- - (N) FAU1 FORGED AIR UNIT LOCATED IN ATTIC A5 SHOWN ON UTILITY PLAN. SEE TITLE 24 ENERGY GALCULATION5. R REFERENCE NORTH PLAN CHECK F'G01 CONST. DOCUMENTS 2016.05.31 DE51GN DEVELOPMENT 1 2016.05.16 SCHEMATIC DE516N 2016.04.19 PCRMIT# ��-2�615486.WHO1 NEW WATER HEATER (6A5 FIRED): SEE ENERGY CALCULATIONS. BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR D CiQMPLIA CE WH01 5HEET: DATE .. AE2 LEVEL 2 UTILITY FLOOR PLANSCALE: D ,' 2' 4' 8' HONEY DESIGN 4 DRAFTING, LLC. LIMn-5 ITS RE5PON51BILITY TO INFORMATION REPRE51ENTED THEREIN AND THE INTENDED U5E THEREOF AND A5WME5 NO RESPONSIBILITY FOR ACTUAL A5431JILT GONDITION5. THE CONTRACTOR SHALL VERIFY ALL .108 CONDITIONS AND DIMENSIONS BEFORE BEGINNING 1NORK. 2013 CALIFORNIA GREEN BUILDING STANDARDS CODE RESIDENTIAL MANDATORY MEASURES,.SHEET 1 INSPECTOR INSPECTOR SIGNOFF CHAPTER 3 SIGNOFF INSPECTOR INSPECTOR SIGNOFF SIGNOFF GREEN BUILDING NOTE: DIVISION 4.5 ENVIRONMENTAL QUALITY SECTION 301 GENERAL THIS TABLE COMPILES THE DATA IN SECTION 4.303.1, AND 4.503 FIREPLACES IS INCLUDED AS A CONVENIENCE FOR THE USER. 4.503.1 GENERAL. Any installed gas fireplace shall be a direct -vent sealed -combustion type. Any installed 301.1 SCOPE. Buildings shall be designed to include the green building measures specified as mandatory in the application checklists contained in this code. Voluntary green building measures are also included in the application checklists and may be included in the design and construction of structures covered by this code, but are not required unless adopted by a city, county, or city and county as specified in Section 101.7. 301.1.1 Additions and alterations. [HCD] The mandatory provisions of Chapter 4 shall be applied to additions or alterations of existing residential buildings where the addition or alteration increases the building's conditioned area, volume, or size. The requirements shall apply only to and/or within the specific area of the addition or alteration. 301.2 LOW-RISE AND HIGH-RISE RESIDENTIAL BUILDINGS. [HCD] The provisions of individual sections of CALGreen may apply to either low-rise residential buildings high-rise residential buildings, or both. Individual sections will be designated by banners to indicate where the section applies specifically to low-rise only (LR) or high-rise only (HR). When the section applies to both low-rise and high-rise buildings, no banner will be used. SECTION 302 MIXED OCCUPANCY BUILDINGS 302.1 MIXED OCCUPANCY BUILDINGS. In mixed occupancy buildings each ortion of a buildin TABLE - MAXIMUM FIXTURE WATER USE FIXTURE TYPE FLOW RATE SHOWER HEADS (RESIDENTIAL) 2.0 GMP @ 80 PSI LAVATORY FAUCETS (RESIDENTIAL) MAX. 1.5 GPM @ 60 PSI MIN. 0.8 GPM @ 20 PSI LAVATORY FAUCETS IN COMMON & PUBLIC USE AREAS 0.5 GPM @ 60 PSI KITCHEN FAUCETS 1.8 GPM @ 60 PSI METERING FAUCETS 0.25 GAUCYCLE WATER CLOSET 1.28 GALIFLUSH URINALS 0.5 GAUFLUSH woodstove or pellet stove shall comply with U_S. EPA Phase II emission limits where applicable- Woodstoves, pellet stoves and fireplaces shall also comply with applicable local ordinances. 4.504 POLLUTANT CONTROL 4.504.1 COVERING OF DUCT OPENINGS & PROTECTION OF MECHANICAL EQUIPMENT DURING CONSTRUCTION. At the time of rough installation, during storage on the construction site and until final startup of the heating, cooling and ventilating equipment, all duct and other related air distribution component openings shall be covered with tape, plastic, sheet metal or other methods acceptable to the enforcing agency to reduce the amount of water, dust or debris which may enter the system. 4.504.2 FINISH MATERIAL POLLUTANT CONTROL. Finish materials shall comply with this section. 4.504.2.1 Adhesives, Sealants and Caulks. Adhesives, sealant and caulks used on the project shall meet the requirements of the following standards unless more stringent local or regional air pollution or air quality management district rules apply: 1. Adhesives, adhesive bonding primers, adhesive primers, sealants, sealant primers and caulks shall comply with local or regional air pollution control or air quality management district rules where applicable or SCAQMD Rule 1168 VOC limits, as shown in Table 4.504.1 or 4.504.2, as applicable. Such products also shall comply with the Rule 1168 prohibition on the use of certain toxic compounds (chloroform, ethylene dichloride, methylene chloride, perchloroethylene and P 9 shall comply with the spectricloroethylene), except for aerosol products, as specified in Subsection 2 belspecific green building measures applicable to each speck occupancy. 4.304 OUTDOOR WATER USE 2. Aerosol adhesives, and smaller unit sizes of adhesives, and sealant or caulking compounds (in units of product, less packaging, which do not weigh more than 1 pound and do not consist of more ABBREVIATION DEFINITIONS: 4.304.1 IRRIGATION CONTROLLERS. Automatic irrigation system controllers for landscaping provided by the than 16 fluid ounces) shall comply with statewide VOC standards and other requirements includin TABLE 4.504.2 - SEALANT VOC LIMIT (Less Water and Less Exempt Compounds in Grams per Liter) SEALANTS CURRENT VOC LIMIT ARCHITECTURAL 250 MARINE DECK 760 NONMEMBRANE ROOF 300 ROADWAY 250 SINGLE -PLY ROOF MEMBRANE 450 OTHER 420 SEALANT PRIMERS 65 ARCHITECTURAL 50 NON -POROUS 250 POROUS 775 MODIFIED BITUMINOUS 500 MARINE DECK 760 OTHER 750 HCD Department of Housing and Community Development builder and Installed at the time of final Inspection shall comply with the owng: follig ' prohibitions on use of certain toxic compounds, of California Code of Regulations ,Title 17, BSC California Building Standards Commission commencing with section 94507 DSA -SS Division of the State Architect, Structural Safety . 1. Controllers shall be weather- or soil moisture -based controllers that automatically adjust irrigation in response to changes in plants' needs as weather conditions change. OSHPD Office of Statewide Health Planning and Development 4.504.2.2 Paints and Coatings. Architectural paints and coatings shall comply with VOC limits in Table 1 LR Low Rise of the ARB Architectural Suggested Control Measure, as shown in Table 4.504.3, unless more stringent HR High Rise 2. Weather -based controllers without integral rain sensors or communication systems that account for local local limits apply. The VOC content limit for coatings that do not meet the definitions for the specialty AA Additions and Alterations rainfall shall have a separate wired or wireless rain sensor which connects or communicates with the coatings categories listed in Table 4.504.3 shall be determined by classifying the coating as a Flat, N New conItroller(s). Soil moisture -based controllers are not required to have rain sensor input. Nonflat or Nonflat-High Gloss coating, based on its gloss, as defined in subsections 4.21, 4.36, and 4.37 of the 2007 California Air Resources Board, Suggested Control Measure, and the corresponding Flat, Note: More information regarding irrigation controller function and specifications is available from the Nonflat or Nonflat-High Gloss VOC limit in Table 4.504.3 shall apply. Irrigation Association. 4.504.2.3 Aerosol Paints and Coatings. Aerosol paints and coatings shall meet the Product -weighted MIR Limits for ROC in Section 94522(a)(3) and other requirements, including prohibitions on use of DIVISION 4.4 MATERIAL CONSERVATION AND RESOURCE certain toxic compounds and ozone depleting substances, in Sections 94522(c)(2) and (d)(2) of California CHAPTER 4 Code of Regulations, Title 17, commencing with Section 94520; and in areas under the jurisdiction of the EFFICIENCY Bay Area Air Quality Management District additionally comply with the percent VOC by weight of product RESIDENTIAL MANDATORY MEASURESlimits of Regulation 8, Rule 49. 4.406 ENHANCED DURABILITY AND REDUCED MAINTENANCE DIVISION 4. PLANNING AND DESIGN 4.406.1 RODENT PROOFING. Annular spaces around pipes, electric cables, conduits or other openings in 4.504.2.4 Verification. Verification of compliance with this section shall be provided at the request of the sole/bottom plates at exterior walls shall be protected against the passage of rodents by closing such enforcing agency. Documentation may include, but is not limited to, the following: 4.106 SITE DEVELOPMENT openings with cement mortar, concrete masonry or a similar method acceptable to the enforcing agency. 1. Manufacturer's product specification. 4.106.1 GENERAL. Preservation and use of available natural resources shall be accomplished through evaluation 4.408 CONSTRUCTION WASTE REDUCTION, DISPOSAL AND RECYCLING 2. Field verification of on-site product containers. and careful planning to minimize negative effects on the site and adjacent areas. Preservation of slopes, 4.408.1 CONSTRUCTION WASTE MANAGEMENT. Recycle and/or salvage for reuse a minimum of 50 management of storm water drainage and erosion controls shall comply with this section. percent of the non -hazardous construction and demolition waste in accordance with either Section 4.408.2, 4.408.3 or 4.408.4, or meet a more stringent local construction and demolition waste 4.106.2 STORM WATER DRAINAGE AND RETENTION DURING CONSTRUCTION. Projects which disturb less management ordinance. than one acre of soil and are not part of a larger common plan of development which in total disturbs one acre or more, shall manage storm water drainage during construction. In order to manage storm water drainage during Exceptions: construction, one or more of the following measures shall be implemented to prevent flooding of adjacent property, 1. Excavated soil and land -clearing debris. prevent erosion and retain soil runoff on the site. 2. Alternate waste reduction methods developed by working with local agencies if diversion or recycle 1. Retention basins of sufficient size shall be utilized to retain storm water on the site. facilities capable of compliance with this item do not exist or are not located reasonably close to the 2. Where storm water is conveyed to a public drainage system, collection point, gutter or similar jobsite. disposal method, water shall be filtered by use of a barrier system, wattle or other method approved by 3. The enforcing agency may make exceptions to the requirements of this section when isolated the enforcing agency. jobsites are located in areas beyond the haul boundaries of the diversion facility. 3. Compliance with a lawfully enacted storm water management ordinance. 4.408.2 CONSTRUCTION WASTE MANAGEMENT PLAN . Submit a construction waste management plan 4.106.3 GRADING AND PAVING. Construction plans shall indicate how the site grading or drainage system will in conformance with Items 1 through 5. The construction waste management plan shall be updated as manage all surface water flows to keep water from entering buildings. Examples of methods to manage surface necessary and shall be available during construction for examination by the enforcing agency. water include, but are not limited to, the following: 1. Swales 1. Identify the construction and demolition waste materials to be diverted from disposal by recycling, 2. Water collection and disposal systems reuse on the project or salvage for future use or sale. 3. French drains 2. Specify if construction and demolition waste materials will be sorted on-site (source separated) or 4. Water retention gardens bulk mixed (single stream). 5. Other water measures which keep surface water away from buildings and aid in groundwater 3. Identify diversion facilities where the construction and demolition waste material collected will be DIVI91W4.3 WATER EFFICIENCY AND CONSERVATION take"- 4. Identify construction methods employed to reduce the amount of construction and demolition waste Exception: Additions and alterations not altering the drainage path. generated. 5. Specify that the amount of construction and demolition waste materials diverted shall be calculated by weight or volume, but not by both. DIVISION 4.2 ENERGY EFFICIENCY 4.408.3 WASTE MANAGEMENT COMPANY. Utilize awaste management company, approved by the 4.201 GENERAL enforcing agency, which can provide verifiable documentation that the percentage of construction and 4.201.1 SCOPE (MINIMUM STANDARDS FOR ENERGY EFFICIENCY). For the purposes of mandatory energy demolition waste material diverted from the landfill complies with Section 4.408.1. efficiency standards in this code, the California Energy Commission will continue to adopt mandatory standards. Note: The owner or contractor may make the determination if the construction and demolition waste materials will be diverted by a waste management company. 4.303 INDOOR WATER USE 4.303.1 WATER CONSERVING PLUMBING FIXTURES AND FITTINGS. Plumbing fixtures (water closets and 4.408.4 WASTE STREAM REDUCTION ALTERNATIVE. Projects that generate a total combined weight of urinals) and fittings (faucets and showerheads) shall comply with the following: construction and demolition waste disposed of in landfills, which do not exceed four (4) lbs./sq.ft. of the building area shall meet the minimum 50°% construction waste reduction requirement in Section 4.408.1 4.303.1.1 Water Closets. The effective flush volume of all water closets shall not exceed 1.28 gallons per 4.408.4.1 WASTE STREAM REDUCTION ALTERNATIVE. [HR] Projects that generate a total flush. Tank -type water closets shall be certified to the performance criteria of the U.S. EPA WaterSense Specification for Tank -type Toilets. combined weight of construction and demolition waste disposed of in landfills, which do not exceed two (2) lbs./sq.ft. of the building area shall meet the minimum 50% construction waste reduction requirement Note: The effective flush volume of dual flush toilets is defined as the composite, average flush volume in Section 4.408.1 of two reduced flushes and one full flush. 4.408.5 DOCUMENTATION. Documentation shall be provided to the enforcing agency which demonstrates 4.303.1.2 Urinals. The effective flush volume of urinals shall not exceed 0.5 gallons per flush. compliance with Section 4.408.2, items 1 through 5, Section 4.408.3 or Section 4.408.4.. 4.303.1.3 Showerheads. Notes: 1. Sample fomes found in "A Guide to the California Green Building Standards Code (Residential)" 4.303.1.3.1 Single Showerhead. Showerheads shall have a maximum flow rate of not more than 2.0 located atwww.hcd.ca.gov/CALGreen.html maybe used to assist in documenting compliance with this gallons per minute at 80 psi. Showerheads shall be certified to the performance criteria of the U.S. EPA section. WaterSense Specification for Showerheads. 2. Mixed construction and demolition debris (C & D) processors can be located at the California Department of Resources Recycling and Recovery (CalRecycle). 4.303.1.3.2 Multiple showerheads serving one shower . When a shower is served by more than one 4.410 BUILDING MAINTENANCE AND OPERATION showerhead, the combined flow rate of all the showerheads and/or other shower outlets controlled by 4.410.1 OPERATION AND MAINTENANCE MANUAL. At the time of final inspection, a manual, compact a single valve shall not exceed 2.0 gallons per minute at 80 psi, or the shower shall be designed to only disc, web -based reference or other media acceptable to the enforcing agency which includes all of the allow one shower outlet to be in operation at a time. following shall be placed in the building: Note: A hand-held shower shall be considered a showerhead. 1. Directions to the owner or occupant that the manual shall remain with the building throughout the life 4.303.1.4 Faucets. cycle of the structure. TABLE 4.504.1 - ADHESIVE VOC LIMITI.2 (Less Water and Less Exempt Compounds in Grams per Liter) ARCHITECTURAL APPLICATIONS CURRENT VOC LIMIT INDOOR CARPET ADHESIVES 50 CARPET PAD ADHESIVES 50 OUTDOOR CARPET ADHESIVES 150 WOOD FLOORING ADHESIVES 100 RUBBER FLOOR ADHESIVES 60 SUBFLOOR ADHESIVES 50 CERAMIC TILE ADHESIVES 65 VCT & ASPHALT TILE ADHESIVES 50 DRYWALL & PANEL ADHESIVES 50 COVE BASE ADHESIVES 50 MULTIPURPOSE CONSTRUCTION ADHESIVE 70 STRUCTURAL GLAZING ADHESIVES 100 SINGLE -PLY ROOF MEMBRANE ADHESIVES 250 OTHER ADHESIVES NOT LISTED 50 SPECIALTY APPLICATIONS 350 PVC WELDING 510 CPVC WELDING 490 ABS WELDING 325 PLASTIC CEMENT WELDING 250 ADHESIVE PRIMER FOR PLASTIC 550 CONTACT ADHESIVE 80 SPECIAL PURPOSE CONTACT ADHESIVE 250 STRUCTURAL WOOD MEMBER ADHESIVE 140 TOP & TRIM ADHESIVE 250 SUBSTRATE SPECIFIC APPLICATIONS 250 METAL TO METAL 30 PLASTIC FOAMS 50 POROUS MATERIAL (EXCEPT WOOD) 50 WOOD 30 FIBERGLASS 80 RUST PREVENTATIVE COATINGS 250 2. Operation and maintenance instructions for the following: 1. IF AN ADHESIVE IS USED TO BOND DISSIMILAR SUBSTRATES TOGETHER, 4.303.1.4.1 Residential Lavatory Faucets. The maximum flow rate of residential lavatory faucets shall not a Equi ment and a liances includin water-savin de ice d t HVAC t THE ADHESIVE WITH THE HIGHEST VOC CONTENT SHALL BE ALLOWED TABLE 4.504.3 - VOC CONTENT LIMITS FOR ARCHITECTURAL COATINGS2.3 GRAMS OF VOC PER LITER OF COATING, LESS WATER & LESS EXEMPT COMPOUNDS COATING CATEGORY CURRENT VOC LIMIT FLAT COATINGS 50 NON -FLAT COATINGS 100 NONFLAT-HIGH GLOSS COATINGS 150 SPECIALTY COATINGS 0.11 ALUMINUM ROOF COATINGS 400 BASEMENT SPECIALTY COATINGS 400 BITUMINOUS ROOF COATINGS 50 BITUMINOUS ROOF PRIMERS 350 BOND BREAKERS 350 CONCRETE CURING COMPOUNDS 350 CONCRETE/MASONRY SEALERS 100 DRIVEWAY SEALERS 50 DRY FOG COATINGS 150 FAUX FINISHING COATINGS 350 FIRE RESISTIVE COATINGS 350 FLOOR COATINGS 100 FORM -RELEASE COMPOUNDS 250 GRAPHIC ARTS COATINGS (SIGN PAINTS) 500 HIGH TEMPERATURE COATINGS 420 INDUSTRIAL MAINTENANCE COATINGS 250 LOW SOLIDS COATINGS 1 120 MAGNESITE CEMENT COATINGS 450 MASTIC TEXTURE COATINGS 100 METALLIC PIGMENTED COATINGS 500 MULTICOLOR COATINGS 250 PRETREATMENT WASH PRIMERS 420 PRIMERS, SEALERS, & UNDERCOATERS 100 REACTIVE PENETRATING SEALERS 350 RECYCLED COATINGS 250 ROOF COATINGS 50 RUST PREVENTATIVE COATINGS 250 SHELLACS CLEAR 730 OPAQUE 550 SPECIALTY PRIMERS, SEALERS & UNDERCOATERS 100 STAINS 250 STONE CONSOLIDANTS 450 SWIMMING POOL COATINGS 340 TRAFFIC MARKING COATINGS 100 TUB & TILE REFINISH COATINGS 420 WATERPROOFING MEMBRANES 250 WOOD COATINGS 275 WOOD PRESERVATIVES 350 ZINC -RICH PRIMERS ( 340 exceed 1.5 gallons per minute at 60 psi. The minimum flow rate of residential lavatory faucets shall not be P PP g g v s an Y. ems, sys ems, 1. GRAMS OF VOC PER LITER OF COATING, INCLUDING WATER & less than 0.8 gallons per minute at 20 psi. water -heating systems and other major appliances and equipment. b. Roof and yard drainage, including gutters and downspouts. 2. FOR ADDITIONAL INFORMATION REGARDING METHODS TO MEASURE EXEMPT COMPOUNDS 4.303.1.4.2 Lavatory Faucets in Common and Public Use Areas. The maximum flow rate of lavatory c. Space conditioning systems, including condensers and air filters. THE VOC CONTENT SPECIFIED IN THIS TABLE, SEE SOUTH COAST AIR 2. THE SPECIFIED LIMITS REMAIN IN EFFECT UNLESS REVISED LIMITS faucets installed in common and public use areas (outside of dwellings or sleeping units) in residential d. Landscape irrigation systems. QUALITY MANAGEMENT DISTRICT RULE 1168. ARE LISTED IN SUBSEQUENT COLUMNS IN THE TABLE. buildings shall not exceed 0.5 gallons per minute at 60 psi. e. Water reuse systems. 4.303.1.4.3 Metering Faucets. Metering faucets when installed in residential buildings shall not deliver more 3. Information from local utility, water and waste recovery providers on methods to further reduce than 0.25 gallons per cycle. resource consumption, including recycle programs and locations. 4.303.1.4.4 Kitchen Faucets. The maximum flow rate of kitchen faucets shall not exceed 1.8 gallons per 4. Public transportation and/or carpool options available in the area. minute at 60 psi. Kitchen faucets may temporarily increase the flow above the maximum rate, but not to 5. Educational material on the positive impacts of an interior relative humidity between 30-60 percent exceed 2.2 gallons per minute at 60 psi, and must default to a maximum flour rate of 1.8 gallons per minute at 60 P and what methods an occupant may use to maintain the relative humidity level in that range. Nate: Where complying faucets are unavailable, aerators or other means may be used to achieve reduction. 6. Information about water -conserving landscape and irrigation design and controllers which conserve water. 4.303.2 STANDARDS FOR PLUMBING FIXTURES AND FITTINGS. Plumbing fixtures and fittings shall be installed 7. Instructions for maintaining gutters and downspouts and the importance of diverting water at least 5 in accordance with the California Plumbing Code, and shall meet the applicable standards referenced in Table feet away from the foundation. 1401.1 of the California Plumbing Code. HONEY DE510N 4 DRAFTING, LLC. LIMITS ITS RE5PONSIBILITY TO INFORMATION REPRESENTED THEREIN AND THE INTENDED USE THEREOF AND ASSUMES, NO RESPONSIBILITY FOR ACTUAL AS -BUILT CONDITIONS. TABLE 4.504.5 - FORMALDEHYDE LIMITS, MAXIMUM FORMALDEHYDE EMISSIONS IN PARTS PER MILLION PRODUCT CURRENT LIMIT HARDWOOD PLYWOOD VENEER CORE 0.05 HARDWOOD PLYWOOD COMPOSITE CORE 0.05 PARTICLE BOARD 0.09 MEDIUM DENSITY FIBERBOARD 0.11 THIN MEDIUM DENSITY FIBERBOARD 2 0.13 J. VALUES IN THIS TABLE ARE DERIVED FROM THOSE SPECIFIED BY THE CALIFORNIA AIR RESOURCES BOARD, ARCHITECTURAL COATINGS SUGGESTED CONTROL MEASURE, FEB. 1, 2008. MORE INFORMATION IS AVAILABLE FROM THE AIR RESOURCES BOARD. 8. Information on required routine maintenance measures, including, but not limited to, caulking, 1. VALUES IN THIS TABLE ARE DERIVED FROM THOSE SPECIFIED painting, grading around the building, etc. BY THE CALIF. AIR RESOURCES BOARD, AIR TOXICS CONTROL PERMIT# I:72f MEASURE FOR COMPOSITE WOOD AS TESTED IN ACCORDANCE BUTTE COUNTY DEVELOPMENT SERVICES 9. Information about state solar energy and incentive programs available. WITH ASTM E 1333. FOR ADDITIONAL INFORMATION, SEE CALIF. RE /I M V D FOR 10. A copy of all special inspections verifications required by the enforcing agency or this [ California CODE OF REGULATIONS, TITLE 17, SECTIONS 93120 THROUGH93120.12.®��"`� �i�I Green Building Standards ]code. 2. THIN MEDIUM DENSITY FIBERBOARD HAS A MAXIMUM e THICKNESS OF 5116" (8 MM). DATE BY HONEY DESIGN - - DRAFTING, �I:�_�� - 916.947.9070 design@honeydrafting.com,_ -www.honeydrafting.COM . These drawings are instruments of service and are the property of HONEY DE516N 8 DRAFTING, LLC. All design information contained in these drawings are for use on the specified project and shall not be used otherwise without the expressed written permission of HONEY DE516N a DRAFTING, LLC. TITLES: G/�.L GREEN REG2UIREMENT5 PLAN CHECK PC01 CONST. DOCUMENT5 2016.05.31 DESIGN DEVELOPMENT 1 2016.05.16 SCHEMATIC DESIGN 2016.04.19 SHEET: A&1 THE CONTRACTOR SHALL VERIFY ALL JOB CONDITIONS AND DIMENSIONS BEFORE BEGINNING r10RK. 2013 CALIFORNIA GREED BUILDING STANDARDS CODE RESIDENTIAL MANDATORY MEASURES, SHEET 2 INSPECTOR INSPECTOR INSPECTOR INSPECTOR SIGNOFF DIVISION 4.5 ENVIRONMENTAL QUALITY (continued) SIGNOFF CHAPTER 7 SIGNOFF SIGNOFF 4.504.3 CARPET SYSTEMS. All carpet installed in the building interior shall meet the testing and product INSTALLER & SPECIAL INSPECTOR QUALIFICATIONS requirements of at least one of the following: 1. Carpet and Rug Institute's Green Label Plus Program. 702 QUALIFICATIONS 2, California Department of Public Health, "Standard Method for the Testing and Evaluation of Volatile 702.1 INSTALLER TRAINING. HVAC system installers shall be trained and certified in the proper installation of HVAC systems including ducts and equipment by a nationally or regionally recognized Organic Chemical Emissions from Indoor Sources Using Environmental Chambers" Version 1.1, training or certification program. Uncertified persons may perform HVAC installations when under the February 2010 (also known as Specification 01350). direct supervision and responsibility of a person trained and certified to install HVAC systems or 3. NSF/ANSI 140 at the Gold level. contractor licensed to install HVAC systems. Examples of acceptable HVAC training and certification programs include but are not limited to the following: 4. Scientific Certifications Systems Indoor Advantage Tn,+ Gold. 1. State certified apprenticeship programs. 4.504.3.1 Carpet cushion. All carpet cushion installed in the building interior shall meet the 2. Public utility training programs. 3. Training programs sponsored by trade, labor or statewide energy consulting or verification requirements of the Carpet and Rug Institute's Green Label program. organizations. 4.504.3.2 Carpet adhesive. All carpet adhesive shall meet the requirements of Table 4.504.1. 4. Programs sponsored by manufacturing organizations. 5_ Other programs acceptable to the enforcing agency. 4.504.4 RESILIENT FLOORING SYSTEMS. Where resilient flooring is installed, at least 80% of floor area receiving 702.2 SPECIAL INSPECTION [HCD]. When required by the enforcing agency, the owner or resilient flooring shall comply with one or more of the following the responsible entity acting as the owner's agent shall employ one or more special inspectors to provide 1. VOC emission limits defined in the Collaborative for High Performance Schools (GNPs) High inspection or other duties necessary to substantiate compliance with this code. Special inspectors shall demonstrate competence to the satisfaction of the enforcing agency for the particular type of inspection Performance Products Database. or task to be performed. In addition to other certifications or qualifications acceptable to the enforcing 2. Products compliant with CHPS criteria certified under the Greenguard Children & Schools program. agency, the following certifications or education may be considered by the enforcing agency when evaluating the qualifications of a special inspector. 3. Certification under the Resilient Floor Covering Institute (RFCI) FloorScore program. 1. Certification by a national or regional green building program or standard publisher. 4. Meet the California Department of Public Health, "Standard Method for the Testing and Evaluation of 2. Certification by a statewide energy consulting or verification organization, such as HERS raters, Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers", Version 1.1, building performance contractors, and home energy auditors. February 2010 (also known as Specification 01350). 4.504.5 COMPOSITE WOOD PRODUCTS. Hardwood plywood, particleboard and medium density fiberboard 3. Successful completion of a third party apprentice training program in the appropriate trade. composite wood products used on the interior or exterior of the buildings shall meet the requirements for 4. Other programs acceptable to the enforcing agency - formaldehyde as specified in ARB's Air Toxics Control Measure for Composite Wood (17 CCR 93120 et seq.), by or before the dates specified in those sections, as shown in Table 4.504.5 Notes: 4.504.5.1 Documentation. Verification of compliance with this section shall be provided as requested 1. Special inspectors shall be independent entities with no financial interest in the materials or the project they are inspecting for compliance with this code. by the enforcing agency. Documentation shall include at least one of the following: 1. Product certifications and specifications. 2. HERS raters are special inspectors certified by the California Energy Commission (CEC) to rate homes in California according to the Home Energy Rating System (HERS). 2. Chain of custody certifications. [BSC) When required by the enforcing agency, the owner or the responsible entity acting as the owner's 3. Product labeled and invoiced as meeting the Composite Wood Products regulation (see agent shall employ one or more special inspectors to provide inspection or other duties necessary to substantiate compliance with this code. Special inspectors shall demonstrate competence to the CCR, Title 17, Section 93120, et seq.). satisfaction of the enforcing agency for the particular type of inspection or task to be performed. In 4. Exterior grade products marked as meeting the PS -1 or PS -2 standards of the Engineered standards addition, the special inspector shall have a certification from a recognized state, national or international association, as determined by the local agency. The area of certification shall be closely related to the Wood Association, the Australian AS/NZS 2the or European 3S standards. primary job function, as determined by the local agency. 5. Other methods acceptable to the enforcing agency. Note: Special inspectors shall be independent entities with no financial interest in the materials or the project they are inspecting for compliance with this code. 4.505 INTERIOR MOISTURE CONTROL 4.505.1 General. Buildings shall meet or exceed the provisions of the California Building Standards Code . 703 VERIFICATIONS 4.505.2 CONCRETE SLAB FOUNDATIONS. Concrete slab foundations required to have a vapor retarder by 703.1 DOCUMENTATION. Documentation used to show compliance with this code shall include California Building Code, Chapter 19, or concrete slab -on -ground floors required to have a vapor retarder but is not limited to, construction documents, plans, specifications, builder or installer certification, by the California Residential Code, Chapter 5, shall also comply with this section. inspection reports, or other methods acceptable to the enforcing agency which demonstrate substantial conformance. When specific documentation or special inspection is necessary to verify compliance, that 4.505.2.1 Capillary break. A capillary break shall be installed in compliance with at least one of the method of compliance will be specified in the appropriate section or identified applicable checklist. following - ollowing1. 1 .A 4 -inch (101.6 mm) thick base of 1/2 inch (12.7mm) or larger clean aggregate shall be provided with a vapor barrier in direct contact with concrete and a concrete mix design, which will address bleeding, shrinkage, and curling, shall be used. For additional information, see American Concrete Institute, ACI 302.2R-06. 2. Other equivalent methods approved by the enforcing agency. 3. A slab design specified by a licensed design professional. 4.505.3 MOISTURE CONTENT OF BUILDING MATERIALS. Building materials with visible signs of water damage shall not be installed. Wall and floor framing shall not be enclosed when the framing members exceed 19 percent moisture content. Moisture content shall be verified in compliance with the following: 1. Moisture content shall be determined with either a probe -type or contact -type moisture meter. Equivalent moisture verification methods may be approved by the enforcing agency and shall satisfy requirements found in Section 101.8 of this code. 2. Moisture readings shall betaken at a point 2 feet (610 mm) to 4 feet (1219 mm) from the grade stamped end of each piece verified. 3. At least three random moisture readings shall be performed on wall and floor framing with documentation acceptable to the enforcing agency provided at the time of approval to enclose the wall and floor framing. Insulation products which are visibly wet or have a high moisture content shall be replaced or allowed to dry prior to enclosure in wall or floor cavities. Wet -applied insulation products shall follow the manufacturers' drying recommendations prior to enclosure. 4.506 INDOOR AIR QUALITY AND EXHAUST 4.506.1 Bathroom exhaust fans. Each bathroom shall be mechanically ventilated and shall comply with the following 1. Fans shall be ENERGY STAR compliant and be ducted to terminate outside the building. 2. Unless functioning as a component of a whole house ventilation system, fans must be controlled by a humidity control. a. Humidity controls shall be capable of adjustment between a relative humidity range less than or equal to 50% to a maximum of 80%. A humidity control may utilize manual or automatic means of adjustment. b. A humidity control may be a separate component to the exhaust fan and is not required to be integral (i.e., built-in) Notes: 1. For the purposes of this section, a bathroom is a room which contains a bathtub, shower or tub/shower combination. 2. Lighting integral to bathroom exhaust fans shall comply with the California Energy Code. 4.507 ENVIRONMENTAL COMFORT 4.507.2 HEATING AND AIR-CONDITIONING SYSTEM DESIGN. Heating and air conditioning systems shall be sized, designed and have their equipment selected using the following methods: 1. The heat loss and heat gain is established according to ANSI/ACCA 2 Manual J - 2004 (Residential Load Calculation), ASHRAE handbooks or other equivalent design software or methods. 2. Duct systems are sized according to ANSI/ACCA 1 Manual D - 2009 (Residential Duct Systems), ASHRAE handbooks or other equivalent design software or methods. 3. Select heating and cooling equipment according to ANSI/ACCA 3 Manual S -2004 (Residential Equipment Selection), or other equivalent design software or methods. Exception: Use of alternate design temperatures necessary to ensure the system functions are acceptable. PERMIT BUTTE COUNTY DEVELOPMENT SERVICES REVIE E FOR C D CO'MIPL.IA CE DAT I Z�J l� BY HONEY DE516N 4 DRAFTING, LLC. LIMIT5 ITS RESPONSIBILITY TO INFORMATION REPRE5ENTED THEREIN AND THE INTENDED U5E THEREOF AND A55UME5 NO RESPONSIBILITY FOR ACTUAL A5 -BUILT CONDITION5. d ��H�NEYDESIGN�^ �9 DRAFTING, 916.947.9070 design@honeydrafting.com www.honeydrafting.com These drawings are instruments of service and are the property, of HONEY DESIGN 4 DRAFTING, LLC. All design information contained in these drawings are for use on the specified project and shall not be used otherwise without the expressed written permission of HONEY DESIGN 4 DRAFTING, LLC. TITLES: CAL GREEN REQUIREMENTS PLAN CHECK FC01 CONST. DOCUMENTS 2016.08.31 DESIGN DEVE_OPMENT 1 2016.05.16 SCHEMATIC DESIGN 2016.04.1q SHEET: A62 THE CONTRACTOR SHALL VERIFY ALL JOB CONDITIONS AND D MENSION5 BEFORE BEGINNING Y4ORK. CERTIFICATE OF COMPLIANCE -RESIDENTIAL PERFORMANCE CONPLIANCE METHOD Project Name: Residential Building Calculation Daternme: 07:51, Wed, Oct 19, 2016 Calculation Description: Title 24 Analysis Input File Name: Summit Ave Adddion.ribdx CFIR-PRF-01 Page 1 of 8 GENERAL INFORMATION 1. 1 certify that this Certificate of Compliance documentabon is accurate and complete. ENERGY USE SUMMARY 01 Project Name Residential Building 04 06 02 Calculation Description Title 24 Analysis 08 Energy Use (kTDVRt2.Vr) 03 Project Location 170 Summit Avenue Compliance Margin Percent Improvement 04 City Oroville 05 Standards Version Compliance 2015 06 Zip Code 95966 07 Compliance Manager Version BEMCmpMgr201314b (433) 08 Climate Zone CZ11 09 Software Version EnergyPro 6.8 10 Building Type Single Family 11 Front Orientation (deg/Cardinal) 180 12 Project Scope Addition and/orXte ration 13 Number of Dwelling Units 1 14 Total Cond. FloorArea (ft2) 2110 16 Number of Zones 2 16 Slab Area (ftz) 0 17 Number of Stories 2 18 Addition Cond. FloorArea 117 19 Natural Gas Available Yes 20 Addltlon Slab Area (ftz) 0 21 Glazing Percentage (%) 13.6% COMPLIANCE RESULTS 01 Building Complies with Computer Performance 02 This building DOES NOT require HERS Verification Registration Number: Registration DateNme: HERS Provider: CA Building Energy Efficiency Standards -2013 Residential Compliance Report Version-CFIR-08162016-433 Report Generated at: 2016-10-19 07:52:25 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CFIR-PRF-01 Project Name: Residential Building Calculation Daterrime: 07:51, Wed, Oct 19, 2016 Page 4 of 8 Calculation Description: Title 24 Analysis Input File Name: Summit Ave Addition.ribdx ATTIC 1. 1 certify that this Certificate of Compliance documentabon is accurate and complete. ENERGY USE SUMMARY 04 05 06 Name Side of Building Area (ft) 04 06 06 07 08 Energy Use (kTDVRt2.Vr) Standard Design Proposed Design Compliance Margin Percent Improvement Space Heating 32.21 29.08 3.13 9.7% Space Cooling 77.20 70.27 6.93 9.0% IAQ Ventilation 0.00 0.00 0.00 0.0% Water Heading 13.61 13.61 0.00 0.0% Photovoltaic Offset - 0.00 0.00 - Compllance Energy Total 123.02 112.96 10.06 8.2% Registration Number: Registration DateNme: HERS Provider: CA Building Energy Efficiency Standards -2013 Residential Compliance Report Version-CFIR-08162016-433 Report Generated at: 2016-10-19 07:52:25 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CFIR-PRF-01 Project Name: Residential Building Calculation Daterrime: 07:51, Wed, Oct 19, 2016 Page 4 of 8 Calculation Description: Title 24 Analysis Input File Name: Summit Ave Addition.ribdx ATTIC 1. 1 certify that this Certificate of Compliance documentabon is accurate and complete. 01 02 03 04 05 06 Name Side of Building Area (ft) U -factor Status Verified Existing Condition 022 Front Wall 21.0 0.50 New No 1 011 6 Lr*" _ AB CEAIHERS Certification Identification (If applicable) J� -... y. .... rm 01 01 02 03 04 05 06 07 08 09 10 Name Construction Type Roof Rise Roof Reflectance Roof Emlttance Radiant Barrier Cool Roof Status Verified Existing Condition Attic Existing Living Area Attic RoofEKisting Living Area Ventilated 4 0.1 0.85 No No Existing No Attic New Living Area Attic RoofNew Living Area Ventilated 4 0.1 0.85 Yes No New No WINDOWS 1. 1 certify that this Certificate of Compliance documentabon is accurate and complete. 01 02 03 04 05 06 Name Side of Building Area (ft) U -factor Status Verified Existing Condition 022 Front Wall 21.0 0.50 New No 1 011 6 Lr*" _ AB CEAIHERS Certification Identification (If applicable) J� -... y. .... rm 01 02 03 04 05 06 07 08 09 10 11 Name Surface (Orientation -Azimuth) Wdth(ft) Helght (ft) Multiplier Area (ft?) U -factor SHGC Exterior Shading Status Verified Existing Condition 01 Front Wall (Front -180) - - 1 37.4 0.32 0.25 Insect Screen (default) New N/A 06 Rear Wall (Back -0) - - 1 40.0 0.32 0.25 Insect Screen (default) New NIA Door 07 Rear Wall (Bark -0) - - 1 33.5 0.32 0.25 Insect Screen (default) New N/A 03 Rear Wall (Back -0) - - 1 12.0 0.32 0.25 Insect Screen (default) New NIA 04 Right Wall (Right -90) - - 1 12.0 0.32 0.25 Insect Screen (default) New N/A 02 Right Wall (Right -90) - - 1 30.0 0.32 0.25 Insect Screen (default) New N/A 09 Front Wall 2 (Front -180) - - 1 12.0 032 0.25 Insect Screen (default) New N/A 11 Front Wall 2 (Front -180) - - 1 12.0 032 0.25 Insect Screen (default) New N/A 10 Left Wall 2 (Left -270) - - 1 9.0 0.32 0.25 Insect Screen (default) New N/A 15 Left Wall 2 (Left -270) - - 1 24.0 0.32 0.25 Insect Screen (default) New N/A 14 Rear Wall 2 (Back -0) - - 1 24.0 032 0.25 Insect Screen (default) New N/A 13 Rear Wall 2 (Back -0) - - 1 24.0 0.32 0.25 Insect Screen (default) New N/A 08 Right Wall 2 (Right -90) -- - 1 3.0 0.32 0.25 Insect Screen (default) New N/A 05 Left Wall 3 (Left -270) - - 1 3.0 0.32 0.25 Insect Screen (default) New N/A 12 Front Wall 4 (Front -180) - - 1 12.0 0.32 0.25 Insect Screen (default) New N/A DOORS 1. 1 certify that this Certificate of Compliance documentabon is accurate and complete. 01 02 03 04 05 06 Name Side of Building Area (ft) U -factor Status Verified Existing Condition 022 Front Wall 21.0 0.50 New No Registration Number: Registration Date/Time: HERS Provider: CA Building Energy Efficiency Standards -2013 Residential Compliance Report Version - CF1R-08162016A33 Report Generated at: 2016-1049 07:52:25 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01 Project Name: Residential Building Calculation DateMme: 07:51, Wed, Oct 19, 2016 Page 8 of 8 Calculation Description: Title 24 Analysis Input File Name: Summit Ave Addtion.ribdx DOCUMENTATION AUTHOR'S DECLARATION STATEMENT 1. 1 certify that this Certificate of Compliance documentabon is accurate and complete. Documentation Author Name: Documentation Author Signature Timothy Carstairs, CEA. HERS, GPR Signature Date: "�; 91201 C. c Company Carstairs Energy Calculations 1 011 6 Lr*" _ AB CEAIHERS Certification Identification (If applicable) J� -... y. .... rm Address: POBox 4736 "-"°•-•� City/State/,dip: ban Luis Obispo, CA 93403 Phone. (805) 904-9048 RESPONSIBLE PERSON'S DECLARATION STATEMENT I certifythe following underpenalty of perjury, underthe laws ofthe State of California: 1. I am eligible under Division 3 of the Business and Professions Code to accept responsibility forthe building design identified on this Certificate of Compliance 2. 1 cerbfythatthe energyfeatures and performance specifications identified on this Certificate of Compliance conform to the requirements of Title 24, Part 1 and Part 6 ofthe California Code of Regulations. 3. The building design features or system design features identified on this Certificate of Compliance are consistent with the information provided on other applicable compliance documents, worksheets, calculations, plans and specifications submitted to the enforcement agency for approval with this building permit application. Responsible Designer Name: Responsible Designer Signature: Company: Date Signed Honey Design & Drafting Window & Door Area (f`12) Address License: 2208 29th Street Suite 300 Front Wall City/State/Zip: Phone: Sacramento, CA 95817 (916) 947-9070 Registration Number: Registration Date/Time: CA Building Energy Efficiency Standards- 2013 Residential Compliance Report Version -CFIR-081620161433 HERS Provider: Report Generated at: 2016-10-19 07:52:25 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CFIR-PRF-01 Project Name: Residential Building Calculation DateMme: 07:51, Wed, Oct 19, 2016 Page 2 of 8 Calculation Description: Title 24 Analysis Input File Name: Summit Ave Addition.nbdx REQUIRED SPECIAL FEATURES The following are features that must be installed as condition for meeting the modeled energy performance for this computer analysis. NO SPECIAL FEATURES REQUIRED HERS FEATURE SUMMARY The following is a summary of the features that must be field -verified by a certified HERS Rater as a condition for meeting the modeled energy performance for this computer analysis. Additional detail is provided in the building components tables below. Building -level Verifications: ,-None- Cooling System Verifications: -None - HVAC Distribution System Verifications: -None - Domestic Hot Water System Ver cations: - None - ENERGY DESIGN RATING This is the sum ofthe annual TDV energy consumption for energy use components included in the performance compliance approach forthe Standard Design Building (Energy Budget) and the annual TDV energy consumption for lighting and components not regulated by Title 24, Part 6 (such as domestic appliances and consumer electronics) and accounting forthe annual TDV energy offset by an ort -site renewable energy System. Reference Energy Use Energy Design Rating Margin Percent Improvement Total Energy (kTDVr12-yrr 1171.68 161.62 10.06 6.9% . includes calculated Appliances and Miscellaneous Energy Use (AMEU) BUILDING -FEATURES INFORMATION Registration Date/Time: HERS Provider: Registration Number: Registration Date/Time: 01 02 03 04 05 06 07 Project Name Conditioned Floor Area (ft2) Number of Dwelling Units Number of Bedrooms Number of Zones Num ber ofVentilation Cooling Systems NumberofWater Heating Systems Residential Building 2110 1 4 2 10 Avg. Ceiling Height Water Heating System 1 Water Heating System 2 1 ZONE INFORMATION Registration Date/Time: HERS Provider: Registration Number: Registration Date/Time: CA Building Energy Efficiency Standards -2013 Residential Compliance 01 02 03 04 05 06 07 Zone Name Zone Type HVAC System Name Zone FloorArea (ftz) Avg. Ceiling Height Water Heating System 1 Water Heating System 2 Existing Living Area Conditioned HVAC System 1993 9 DHW Sys 1 New Living Area Conditioned HVAC Systeml 117 9 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Residential Building Calculation DateMme: 07:51, Ned, Oct 19, 2016 Calculation Description: Title 24 Analysis Input File Name: Summit Ave Addltion.ribdx CFIR-PRF-01 Page 3 of 8 OPAQUE SURFACES Registration Date/Time: HERS Provider: Registration Number: Registration Date/Time: CA Building Energy Efficiency Standards -2013 Residential Compliance Report Version -CF1R-081620161433 Report Generated at: 2016-10-19 07:52:25 CA Building Energy Efficiency Standards -2013 Residential Compliance Report Version-CF1R-08162016-433 CERTIFICATE OF COMPLIANCE -RESIDENTIAL PERFORMANCE CONPLIANCE METHOD CF1R-PRF-01 Name 01 02 03 04 06 06 07 08 09 10 Name Zone Construction Azimuth Orientation Gross Area (ftz) Window & Door Area (f`12) Tint (deg) Status Verified Existing Condition Front Wall Existing Living Area R-11 Wall 180 Front 234 58.4 90 Existing No Left Wall Existing Living Area R-11 Wall 270 Left 135 0 90 Existing No Rear Wall Existing Living Area R-11 Wall 0 Back 468 85.5 90 Existing No Right Wall Existing Living Area R-11 Wall 90 Right 270 42 90 Existing No Front Wall 2 Existing Living Area R-11 Wall 180 Front 126 24 90 Existing No Left Wall 2 Existing Living Area R-11 Wall 270 Left 342 33 90 Existing No Rear Wall 2 Existing Living Area R-11 Wali 0 Back 234 48 90 Existing No Right Wall 2 Existing Living Area R-11 Wall 90 Right 270 3 90 Existing No Interior Surface Existing Living Area>>Garage_ R-11 Wa111 198 0 Existing No Roof 2 Existing Living Area R-19 Roof Attic 215 Existing N o Roof 3 Existing Living Area R-19 Roof Attic 889 Existing No Raised Floor Existing Living Area R-19 Floor Crawlspace 1104 New NIA Front Wall 3 New Living Area R-13 Wall 180 Front 54 0 90 New NIA Left Wall 3 New Living Area R-13 Wall 270 Left 63 3 90 New NIA Front Wall 4 New Living Area R-13 Wall 180 Front 117 12 90 New NIA Right Wall 3 New Living Area R-13 Wall 90 Right 72 0 90 New NIA Roof4 New Living Area R30Roof Attic 51 New N/A Raised Floor 2 New Living Area R-19 Floor Crawlspace 66 New N/A Front Wall 5 _Garage_ R-0 Wall 180 Front 180 0 90 Existing No Left Wall _Garage_ R-0 Wall 270 Left 198 0 90 Existing No Rear Wall 3 Garage_ R-0 Wall 0 Back 1 180 0 90 Existing No Right Wal 14 Garage_ R-0 Wall 90 Right 1 198 0 90 Existing No Registration Number: Registration Date/Time: HERS Provider: Registration Number: Registration Date/Time: CA Building Energy Efficiency Standards -2013 Residential Compliance Report Version -CF1R-081620161433 Report Generated at: 2016-10-19 07:52:25 CA Building Energy Efficiency Standards -2013 Residential Compliance Report Version-CF1R-08162016-433 CERTIFICATE OF COMPLIANCE -RESIDENTIAL PERFORMANCE CONPLIANCE METHOD CF1R-PRF-01 Name System Type Project Name: Residential Building Calculation DatelTtme: 07:51, Wed, Oct 19, 2016 Page 6 of 8 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Status Verified Existing Condition Project Name: Residential Building Calculation DatelTlme: 07:51, Wed, Oct 19, 2016 Calculation Description: Title 24 Analysis Input File Name: Summit Ave Addition.ribdx 1 Annual Existing No Calculation Description: Title 24 Analysis Input File Name: Summit Ave Addtion.ribdx WATER HEATING SYSTEMS 01 02 03 04 05 06 07 08 Name System Type Distribution Type Water Heater Numberef Heaters Solar Fraction (%) Status Verified Existing Condition DHW Sys 1 DHW Standard DHWHeater1 1 Annual Existing No WATER HEATERS 01 02 01 02 03 104 06 06 01 02 03 04 05 106 1 07 1 08 Name Tank Volume Heater Element Type Tank Type (gal) Energy Factor or Efficiency Tank Exterior Input Rating Insulation R -value Standby Loss (Fraction) DHW Heater 1 Natural Gas Small Storage 50 0.575 EF 40000-Bturtu 0 0 WATER HEATING -HERS VERIFICATION 01 02 01 02 03 104 06 06 07 Name Pipe Insulation Recirculation with Parallel Piping Compact Distribution Point -of Use Manual Control Recirculation with Sensor Control DHW Sys 1 Na Na Na Na n!a Na SPACE CONDITIONING SYSTEMS 01 02 03 04 05 06 07 08 09 INSULATION Construction Type Area Cavi(ft) Special Features Status Heating System Cooling System Door Opaque Door - no insulation 21 New Roof Wood Framed Attc RID 1,104 Existing Wall Wood Framed R 13 291 New Demising Wood Framed -no insulation 60 New Root Wood Framed Atte R30 51 New Cooling Component 1 SplitAirCond Sppllittrair conditioning 11.7 _T FENESTRATION Total Area: 288 Glazing Percents e: 13.690 New/AfteredAverage U -Factor: 032 Orientation Area(ftz) U -Fac SHGC Overhang Sidefins Exterior Shades Status Distribution Fan FloorArea 0.25 noire none Bug Screen New Verified Existing Name System Type Name Ducted Name Ducted System System Served Status Condition HVAC System Other Heating and Heating Yes Cooling Yes Air Distribution HVACFan 2110 Existing No have water vapor permeance rate is no greater than 2.0 perm/inch, be protected from physical damage and UV light deterioration; Cooling System Component 1 §150.0(q): Component 1 System 1 1 §150.0(e)lA: Masonry or factory -built fireplaces have a closable metal or glass door covering the entire opening ofthe firebox. §150.0(e)1B• HVAC -HEATING SYSTEMS 01 02 03 Name Type Efficiency Heating Component 1 CntrlFumace- Fuel -fired central furnace 78 AFUE RESIDENTIAL MEASURES SUMMARY RMS -1 Project Name Summit Ave Addition Building Type 0 Single Family E7 Addition Alone ❑ Multi Family 0 EAsting+ Addition/Alteration Date 10/19/2016 Project Address 170 Summit Avenue O►ovjile California Energy Climate Zone CA Climate Zone 11 11 Total Cond. Floor Area 2,110 Addition 117 # of Units 1 INSULATION Construction Type Area Cavi(ft) Special Features Status Floor Wood Framed wlCrawl Space R 19 1,170 New Wall Wood Framed R11 f, 983 Existing Door Opaque Door - no insulation 21 New Roof Wood Framed Attc RID 1,104 Existing Wall Wood Framed R 13 291 New Demising Wood Framed -no insulation 60 New Root Wood Framed Atte R30 51 New Cooling Component 1 SplitAirCond Sppllittrair conditioning 11.7 _T FENESTRATION Total Area: 288 Glazing Percents e: 13.690 New/AfteredAverage U -Factor: 032 Orientation Area(ftz) U -Fac SHGC Overhang Sidefins Exterior Shades Status Front(S) 73.4 0.320 0.25 crone none Bug Screen New Rear(N) 133.5 0.320 0.25 noire none Bug Screen New Right(E) 45.0 0.320 0.25 none none Bug Screen New Leff (W) 36.0 0.320 0.25 none none Bug Screen New Air Distribution Ducts located in attic (Ventilated and Existing (not 6.0 Attic Attic None Existing No NiA System 1 Unventilated) specified) 150.0(d). §150.00): Slab edge insulation shall: have a water absorption rate, for the insulation material alone without facings, no greater than 0.3%; have water vapor permeance rate is no greater than 2.0 perm/inch, be protected from physical damage and UV light deterioration; and when installed as part oft heated slab floor meets the requirements of 110.8 . §150.0(q): Fenestration, including skylights, separating conditioned space from unconditioned space or outdoors shall have a maximum U - factor of0.58• or the weighted ave U -factor of all fenestration shall not exceed 0.58. Fireplaces, Decorative Gas Appliances and Gas Log Measures: §150.0(e)lA: Masonry or factory -built fireplaces have a closable metal or glass door covering the entire opening ofthe firebox. §150.0(e)1B• Masonry or factory -built fireplaces have a combustion autside air intake, which is at least six square inches in area and is HVAC SYSTEMS Qty. Heating Min. Eff Cooling Min. Eff Thermostat Status 1 Central Furnace 7a%AFUE Split Air Conditioner 13.0 SEER Setback Existing §150.0(e)2: of the building, are prohibited Space Conditioning, Water Heating and Plumbing System Measures: §110.0-§110.3: HVAC equipment, water heaters, showerheads, faucets and all other regulated appliances are certified to the Energy Commission. HVAC DISTRIBUTION Location Heating Duct Cooling Duct Location R Value Status HVAC System Ducted Ducted Aft 6.0 Existing §110.5: ances without an electrical supply voltage connection with pilot lights that consume less than 150 Btu/hr are exempt), and pool and spa heaters Heating and/or cooling loads are calculated in accordance with ASHRAE, SMACNA or ACCA using design conditions specified WATER HEATING QtY. TYPe Gallons Min. Eff Distribution Status in §150.0(h)2. Installed air conditioner and beat pump outdoor condensing units shall have a clearance of at least five feet from the outlet of arty §150.0(h}1A: dryer vent §150.00): Heating systems are equipped with thermostats that meet the setback requirements of §110.2(c). Storage gas water heaters with an energy factor equal to or less than the federal minimum standards shall be externally wrapped §150.00)lA: with insulation having an installed thermal resistance of R-12 or greater. Enem YPro 6. by Enem ySoft User Number. 6249 ID: 16-10191 Pa a JJ of J6 HONEY DESIGN 4 DRAFTING, LLG. LIMM5 17-5 RESPONSIBILITY TO INFORMATION REPRESENTED THEREIN AND THE INTENDED V5E THEREOF AND A55UME5 NO RE5PON51BILITY FOR ACTUAL A5 -BUILT GONUI I IUNP. HERS Provider: Report Generated at: 2016-10-19 07:52:25 CF1R-PRF-01 Page 7 of 8 HVAC -COOLING SYSTEMS 01 02 03 04 05 06 07 07 08 Efficiency 10 Multi -speed The thermal emittance and aged solar reflectance values ofthe cool roofing material meets the requirements of §110.8(i) when the Name System Type EER SEER Zonally Controlled Compressor HERS Verification Cooling Component 1 SplitAirCond Sppllittrair conditioning 11.7 _T 13 No No NIA Location Bypass Duct Status Condition Verification Air Distribution Ducts located in attic (Ventilated and HVAC - DISTRIBUTION SYSTEMS 01 02 03 04 05 06 07 08 09 10 §110.8(1): The thermal emittance and aged solar reflectance values ofthe cool roofing material meets the requirements of §110.8(i) when the Insulation Supply Duct Return Duct Minimum R-30 insolation in wood -frame ceiling; or the weighted average U -fads shall not exceed 0.031. Minimum R-19 in a Verified Existing HERS Name Type DuctLeakage R -value Location Location Bypass Duct Status Condition Verification Air Distribution Ducts located in attic (Ventilated and Existing (not 6.0 Attic Attic None Existing No NiA System 1 Unventilated) specified) 150.0(d). §150.00): Slab edge insulation shall: have a water absorption rate, for the insulation material alone without facings, no greater than 0.3%; have water vapor permeance rate is no greater than 2.0 perm/inch, be protected from physical damage and UV light deterioration; and when installed as part oft heated slab floor meets the requirements of 110.8 . IAQ pndoorAlr Quality) FANS 01 02 03 04 05 Name IAQ CFM IAQ Fan Type IAQ Recovery Effectiveness(%) HERS Verification SFam IAQVentRpt 0 Default 0 Not Required 2013 Low -Rise Residential Mandatory Measures Summary NOTE. Low-rise residential buildingssubject to the 3.andards must comply with all applicable mandatory measures listed, regardless ofthe ,anrin mnrh ••.wA rJ4-nent,'nn nnfv Raviau• the racnoriivo mrlo rarh'nn fF�r mnro infnrxrirFinn_ Building Envelope Measures §110.6(a)l: Doers and windows between conditioned and unconditioned spaces are manufactured to limit air leakage. §110.6(a)5: Fenestration products (except field -fabricated windows) have a label listing the certified U -Factor, certified SolarHeat Gain Coefficient (SHGQ, and infiltration that meets the requirements of 10.111 (a). §110.7: Exterior doors and windows are weatherstripped; all joints and penetrations are caulked end sealed §110.8(a): Insulation specified or installed meets Standards for Inailating Material. Indicate type and include on the CF2R §110.8(1): The thermal emittance and aged solar reflectance values ofthe cool roofing material meets the requirements of §110.8(i) when the installation of a cod roof isedified on the CF1R §110.80: A radiant barrier shall have an emittance of0.05 or less when the installation of a radiant barrier is specified on the CF1R Minimum R-30 insolation in wood -frame ceiling; or the weighted average U -fads shall not exceed 0.031. Minimum R-19 in a §150.0(a): rafter roof alteration. Attic access doors shall have permanently attached insulation using adhesive or mechanical fasteners. The attic access shall be gasketed to prevent air leakage. §150.0(6): Loose fill insulation shall conform with manufacturer's installed design labeled R -value. §150.0(c} Minimum R-13 insulation in 2x4 inch wood framing wall or have a U -factor of 0.102 or less (R-19 in 2x6 or 0.074 maximum U - factor). §150.0(d): Minimum R-19 insolation in raised wood-frarne floor or 0.037 maximum U -factor. In Climate Zones 14 and 16 a Class II vapor retarder shall be installed on the conditioned space side of all insulation in all exterior §150.0(g)l: walls, vented attics andumrented attics with air -permeable insulation. In Climate Zones 1-16 with unvented crawl spaces the earth floor of the crawl space shall be covered with a Class I or Class H §150.01g)2: or retarder. 1n a building having a controlled ventilation crawl space, a Class I or Class II vapor retarder shall be placed over the earth floor e4 §150.0(8)3: the crawl space to reduce moisture entry and prated insulation from condensation, as specified in the exception to Section 150.0(d). §150.00): Slab edge insulation shall: have a water absorption rate, for the insulation material alone without facings, no greater than 0.3%; have water vapor permeance rate is no greater than 2.0 perm/inch, be protected from physical damage and UV light deterioration; and when installed as part oft heated slab floor meets the requirements of 110.8 . §150.0(q): Fenestration, including skylights, separating conditioned space from unconditioned space or outdoors shall have a maximum U - factor of0.58• or the weighted ave U -factor of all fenestration shall not exceed 0.58. Fireplaces, Decorative Gas Appliances and Gas Log Measures: §150.0(e)lA: Masonry or factory -built fireplaces have a closable metal or glass door covering the entire opening ofthe firebox. §150.0(e)1B• Masonry or factory -built fireplaces have a combustion autside air intake, which is at least six square inches in area and is equipped with a readily accessible operable,and tight -fitting damper or a combustion -air control device. §150.0(e)1C: Masonry or factory -built fireplaces have a flue damper with a readily accessible control. Continuous burning pilot lights and the use of indoor air for coding a firebox jacket, when that indoor air is vented to the outside §150.0(e)2: of the building, are prohibited Space Conditioning, Water Heating and Plumbing System Measures: §110.0-§110.3: HVAC equipment, water heaters, showerheads, faucets and all other regulated appliances are certified to the Energy Commission. Water heating recirculation loops serving multiple dwelling units meet the air release valve, backflow prevention, pump isolation §110.3(c)5: valve, and recirculation loop connection requirements of §110.3(c)5. Continuously burning pilot lights are prohibited for natural gas: fain -type antral furnaces, household cooling appliances (appli- §110.5: ances without an electrical supply voltage connection with pilot lights that consume less than 150 Btu/hr are exempt), and pool and spa heaters Heating and/or cooling loads are calculated in accordance with ASHRAE, SMACNA or ACCA using design conditions specified §150.0(b)1: in §150.0(h)2. Installed air conditioner and beat pump outdoor condensing units shall have a clearance of at least five feet from the outlet of arty §150.0(h}1A: dryer vent §150.00): Heating systems are equipped with thermostats that meet the setback requirements of §110.2(c). Storage gas water heaters with an energy factor equal to or less than the federal minimum standards shall be externally wrapped §150.00)lA: with insulation having an installed thermal resistance of R-12 or greater. Unfired hot water tanks, such as storage tanks and backup storage tanks for solar water -heating systems, have R-12 external §150.00?1B: insulation or R-16 internal insulation where the internal insulation R -value is indicated on the exterior of the tank. For domestic hot water system piping, whether buried or unburied the first 5 feet of hot and cold water pipes from the storage tank, all piping with anominal diameterof3/4 inch orlarger, all piping associated with a domestic hot water recirculation system §150.06)2A regardless ofthe pipe diameter, piping from the heating source to storage tank or between tanks, piping buried below grade, and all hot water pipes from the heating source to kitchen fixtures must be insulated according to the requirements of TABLE 1203- A. AB domestic hot w der pipes that are buried below grade must be installed in a waterproof and non-crushabl shabla casing or sleeve §150.00T1B: that allows for install atiremoval and replacementofthe enclosed pipeand inslation. HERS Provider: Report Generated at: 2016-10-19 07:52:25 PERMIT#�� BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR C D®0MPPLI GE DATE i 24EC� BY - HONEY- OESIGNy 9 ORAFTING,_ur - 916.947.9070 design@hondydrafting.com : _ www.honeydrafting.com These drawings are instruments of service and are the property of HONEY DESIGN 4 DRAFTINS, LLC. All design information contained In these drawings are for use on the Specified projec and shall not be used otherwise without the expressed written permission of HONEY DESIGN 4 DRAFTING, LLG. TITLES: TITLE -24 CAL C5 PLAN CHECK P001 CON5T. DOCUMENTS 2016.08.31 DESIGN DEVELOPMENT 1 2016.05.16 SCHEMATIC- DE516N 2016.04.19 5HEET: AT1 THE CONTRACTOR SHALL VERIFY ALL .JOB CONDITIONS AND DIMENSIONS BEFORE BEGINNING r MK. 2013 Low -Rise Residential Mandatory Measures Summa 2013 Low -Rise Residential Mandatory Measures Summary 2013 Low -Rise Residential Mandato Measures Summa I- r :HDNEI(DESI G N _- _ _ _. ;S DRAFTING, LIC r r _. 916.947.9070 - design@honk3ydrafting.com www.honeydrafting.com These drawings are instruments of service and are the property of HONEY DE515N 4 DRAFTINS, LLC. All design information contained in these drawings are for use on the specified project and shall not be used otherwise without the expressed written permission of HONEY DE515N 8 PPAPTINS, L.L.C. < LU O O O U) O (O� O O n� IL LU • it • }< O <v tL LU LU LU _ � Q - Ij- O � LU o O LU V V TITLES: TITLE -24 CALC5 PLAN CHECK PC01 CONST. DOCUMENT5 2016.05.31 DESIGN DEVELOPMENT 1 2016.05.16 SCHEMATIC DE51GN 2016.04.19 C( 5HEET: PERMIT BUTTE COUNTY DEVELOPM NTSERVICES REVIEWED FOR AT2 CODE CCJi�IILI� SCE DATE Z� BY §130.0�)2C: Pipe for coding system lines stroll be insulated as specified is §130.06)ZA Piping insulation for steam and hydronicheating ems ce hot water systems with sure> 15 shall mad there 'rements in TABLE 1203-A pool §150.0}7: Insulation is protected from damage, including that due to sunlight, moisture, equipment maintenance, and wind Insulation exposed to weather shall either be rated for outdoor use or installed with a rnva suitable for outdoor service. For §130.06}9A: example, protected by aluminum, sheet metal, painted canvas, or plastic cover. Cellular foam insulation protected as specified or luted with coating that is water retardant and vides shielding from sdar radiation that de des the material. Insulation covering drilled water piping and refrigerant suction piping located outside the conditioned space shall have a Class I §150.00)3B: or ClassII vapor retarding facing, or the insul anon shall be installed ffi the thickness that qualifies as a Class I or Class II vapor retarder. Systems using gas a propane water heaters to serve individual dwelling traits stroll include a 120V electrical receptacle within 3 feet ofthe water heater; n Category III or IV vent, or a Type B vert with straight pipe between the outside termination and the §150A(n)1: mace where the water heater is installed; a condensate drain that fano more than 2 inches higher than the base ofthe installed water heater, and allows natural draining wifhoutpump assistance; and a gas supply line with a capacity of ffi least 200 000 Btu/trr. §130.0(n)2: Recirculatingloops serving multiple dwelling amts shall meet the requirements of§1103(c)5. § 130.0(n�1: Solar water -heating systems and collectors shall be certified end rated by the Solar Rating and Certification by Corporation (SACC) or a testing agency roved by the Executive Director. Ducts and Fans Measm•es All air -distribution system duds and plenums installed are sealed and insulated to meet the requirements of CMC §601.0, §602.0, §603.0, §604.0, §605.0 and ANSUS114ACNA-006-200613VAC Dud Construction Standards Metal and Flexible 3rd Edition. Supply -air and return -air duds and plenums are insulated to a minimum installed laud of R-6.0 (orhigha if required by CMC §605.0) or enclosed entirety indirectly conditioned space as confirmed through field verification and diagnostic testing (RA3.1.43.8). Connections ofmetal duds and inner core of flexible duds are mechanically fastened Openings shall be sealed §150.0(m)1: with mastic, tape, or other dud-dosurc system that meds the applicable requirements of UL 181, UL 181 A, or UL 181B or aerosol sealant that raters the requirements of UL 723. If mastic or tape is used to seal openings greats than 'Kinch, the combination ofmastic and tither mesh or tape shall be used Building cavities, support platforms for air handlers, and platoons defined or constructed with materials other than sealed sheet metal, dud board a flexible dud shall not be used for conveying condtimed air. Building cavities and support platforms may contain ducts Duds installed in cavities and support platforms stroll not be eased to cause reducti ms in the cross-sectimal area ofthe duds. Factory-FabricatedDud Systems shall comply with splecifiedrequirements for dud construction, connections, and dosses, jdnts §150.0(m)2: and seams of dud systems and their components shall not be seal ed with doth bade tubber adhesive dud tapes unless such tape is used in combination with mastic and draw bands §150.0(m)3-6: Field -Fabricated Dud Systems shell comply with requirements for. pressure -sensitive tapes, mastics, sealants, and other requirements 'fled for dud construction; duct insulation R -value ratings; dud insulatim tlridmess and duct lobelin §150.0(m)7• All fan systems that exchange air between the conditioned space and the outside ofthe bulldog must have backdrafl or automatic da §150.0(m)8: Gravity ventilating systems serving cmdtimed space have tithes automatic or really accessible, manually operated dampers except combustion inlet and oufl d err openings and elevator shaft vents. Insulation shall be protected from damage, including that due to sunlight, moisture, equipment maintenance, and wind but not §130.0(m�: bended to the following. insulation exposed to weather shall be suitable for outdoor service. For example, protected by aluminum, sheet metal, painted canvas, or plastic cover. Cellular foam insulation shall be protected as above a painted with a coating that is water retardant and 'des shielding from sdar radiation. §150.0(m)10: Flexible ducts cannot have porous inns cores. When space cmdtioning systems use forced air dud systems to supply candtimed air to an occupiable apace, the duds shall be §150.0(m)11: sealed and dud leakage tested, as confirmed ihrmgh field verification and diagnostic testing, in accordance with Reference Residential Append zRA3. Mechanical systems that supply air to an occupiable space through ductwork exceeding 10 fed in length and through a thermal §150.0(m)12: conditioning component, except evaporative coders, shaft be provided with air filter devices that meet the requirements of §150.0(m)12. Space conditioning systems that utilize forced air duds to supply cooling to an occupiable space shall have a hole for the placement of a static pressure probe (HS]?P), or a pemranrntlyiIIstffiled static pressure probe (PSl?P) in the supply plenum The §150.0(m)13: space conditioning system must also demonstrate airflow> 350 CFM per ten of amrinat crating capacity through ffie return grilles, and anair-handlingunit fan efficary < 0.58 WlCFM as confirmed by field verification and diagnostic testing, in aceordancewithRefaence Residential A endzRA3. 7 -coolly controlled central forced air coding systems stroll be capable of simultaneously delivering, in every zonal control mode, §150.0(m)15: an airflow from the dwelling, through the air handle fan and delivered to the dwelling, of> 350 CFM per ten of nominal coding capacity, and operating ffi an air -handing unit fan efficacy of < OS8 WlCFM as confirmedby field verification and diagnostic testing, in accordance with Reference Residential rix RA3. All dwelling units shall mad the requirements of ASBRAE Standard 62.2. Neither window operation nor continuous operation of §150.0(or central forced air system air handers usedin central fan integrated ventilation systems are permissible methods ofproviding the whole Building Ventilation. §150.0(o)lA: Whole Building Ventilation airflow shall be confirmed through field verification and diagnostic testing, in accordance with Reference Residential Appendix RA3. Pod and Spa Heating Systems and Egatpment Measnrea: Any pool or spa heating system shall be certified to have a thermal effid envy that complies with the Appliance EZtthermostat ry §110.4(a): Regulations; an on-off switch mounted outside ofthe heater that allows shutting offthe heater without adjusting tsettinaanent weffihofate err card withstatinin.4mctims; end shall not use electric resistance §110.4(6)1: equipment shallinstalled est 36 inches of pipe between filter and heater or dedicated suction �d lin a �e rdum orcebuilt for sdar heating. §110.4(6)2: Outdoes pods of spas that have a heat pump or gas heater shall have a cover. §110.4(6}3: Pods shell have dredimffi inlets that adequately mix the pool water, and a time switch that will allow all pumps to be set apro - "ods. ed to trm Burin off-peak electric demand only §110.5: Natural gas pool end spa heaters shall not have a continuous burning pilot light. §150.0(p): Residential pod systems a equipment shall mad spedfied pump sizing, flow rate, piping, filters, and valve requirements. Lighting MeasmYs: §110.9: All Ggiding central devices and systems, ballasts, and luminaires shall meet the applicable requirements of §110.9. §150.0(k)IA: Instatled luminaires shall be classified as high -efficacy err low -efficacy for compliance with §150.0(k) in accordance with TABLE 150.0-A or TABLE 150.0-B, as livable. §150.0(k)1B: When a high efficacy and low efficarylighting system are combinedin a single luminaire, each system shall separately comply ii. Shall with thea applicable requirements in 110.9, 30.0 130.2, 130.4, 40.7 and 41.0. with thea livable provisions of 150.0 For low-rise residential bulldogs with fent or more dwelling units, outdoor lighting not regulated by §150.0(k)9B a I50.0(k)9D The wattage and classification a2'permanenfly installed luminaires in residential kitchens shall be determined in accordance with §130.0(k)1C: §130.0(c). In residential kitchens, the wattage of electrical bates finished with a blank cover or where no electrical equipment has Outdoor lighting for residential parking lots and residential carports with a total of tight or more vehicles per site shall comply been installed, and where the electrical bot can be used far a luminaire or a surface mounted ceiling faq shall be calculated as 180 with the applicable requirements in 110.9 130.0, 1302 13i1.4 140.7 and 141.0. watts oflow efficacy lighting electrical box. §150.0(k)1D: Ballasts far fluorescent lamps rated 13 watts or greater shall be electronic and shall have an output fiequenry no less than 20 kHz according to §130.0(c). Permanently installed night lights and night lights integral to installed luminaires or exhaust fans shall be rated to consume no §150.0(Ir)lE: more than S watts ofpawa per luminaire a exhaust fan as determined in accordance with §130.0(c). Night lights do not need to nonresidential in 1109 130.0, 130.1 130.4 140.6, and 141.0. be controlled vacancysensors §150.0(k)1F: lighting integral to exhaust fans (except when installed by the manufacturer in kitchen exhaust hinds) shall meet the applicable the floor area, permanently installed lighting far the inferior common areas in that bulldog shall be high efficacy luminaires or requirements of 150.0 §150.0(k)2A: 1Tigh efficacy luminaires must be switched separately from low efficary luminaires §150.0(k)2B: Exhaust farts shall be switched separately from lighting systems. §150.0(k)2C: Luminaires gall be switched with readily accessible controls that pewit the luminaires to be manually switched ON and OFF. §150.0(k)2D: Controls and equipment are installed in accordance with manufacturer's instructions. §150.0(k)ZE: No control shall bypass s dormer or vacancy sensor function if the control is installed to comply with §130.0(k). §150.0(k)2F: Lighting controls comply with applicable requirements of §110.9. lII eIId egress. An Energy Management Cool System (EMCS) may be used to comply with dormer requirements it it fimctims as a drama §150.0(k)2Cr. according to §110.9; meds Installation Certificate requirements of §130.4; the EMCS requirements of §1305; and all other §110.10(a)1: requirements in 100.0 911 An Energy Management Control System (EMCS) may be used to comply with vacancy sensor requirements of §150.0(k) if: it §150.0(kr2H: fimetims as a vacancy sensor according to §110.9; meals Installation Certificate requirements of §130.4; the EMCS requirements of 1305 •and all other 'cements in 130.0 2. §150.0(k�I: Amultiscene programmable controller may be used to comply with dimmer requirements of this section if it provides the functionalityofadimmeraccordn to 1109,andce fes with all other applicablerequirements in 150.0 §150.0(k)3A: A minimum of SO percent ofthe total rated wattage of permanently installed lighting in kitchens shall be high efficacy. §110.10(6)1: Kitchen lighting includes all permanently installed lighting in the kitchen except internal lighting in cabinets that illuminate only §150.0(k)3B: the inside ofthe cabinets lighting in areas adjacent to the kitchen, iodating but nut limited to dining and nook areas, are considered kitchen lighting if ffi are not separately switched from kitchen li §150.0(k)<I: Permanently installed lighting that is internal to cabinets shall use no more than 20 walks ofpower per linear foot of illuminated cabinet §150.0(k}S: A minimum of me high efficacy luminaire shall be install ed in each bathroom; and all other lighting installed in each betluomT §110.10(b}3A: shall be hi efficacy or controlled vacancysenses. §ISOA(k�: Lighting installed in attached and detached garages, laundry roams, and utility rooms shall be high efficacy luminaires and controlled vacancysensors. §150.0(k)7: lighting installed in rooms or areas other than in kitchens, bathroom, garages, laundryrooms, and utility moms shall be high efficacy, or shall be controlby led tither dramas a vacancy sensors. §110.10(bkt: Luminaires recessed into ceilings shall: be listed for zero clearance insdatim contact (IC) by Underwriters Laboratories or other nationally recognized testing/rating laboratory, have a label that certifies that the luminaire is airtight with air leakage less than 2.0 CFM ffi 751:'ascal s when tested in accordance with ASTM E283; be seated with a gaskd a caulk between the luminaire housing §130.0(k)8: and ceiling, and strati have all airleak paths between conditioned andunconditioned spaces sealed with a gaskd a caulk; and allow ballast maintenance and replacement without requiring cutting holes in the ceiling. For recessed comped fluorescent luminaries with ballasts to qualify as high efficacy far compliance with §150.0(k), the ballasts §110.10(d): shall be certified to the Energy Cordssm to mm with the icable requirements in 110.9. For single-family residential bulldogs, outdoor lighting permanently mounted to a residential bulldog or other buildings m the §110.10(e)1: same lel shall be high efficacy, or may be low efficacy if it meets all of the following requirements: i. Controlledby a manual ON and OFF switch that does not override to ON the automatic actions ofItems ii or Ili below; and §150.0(k)9A: ii. Controlled by a motion sensor not having an override or bypass switch that disables the motion sensor, or controlled by a motion sense having a temporary override switch which temporarily bypasses the mdim sensingfunction and automatically reactivates the motion sensor within 6 hours; and iii. Controlby led meofthe fdlowin methods: h §110.4(6)1: equipment shallinstalled est 36 inches of pipe between filter and heater or dedicated suction �d lin a �e rdum orcebuilt for sdar heating. §110.4(6)2: Outdoes pods of spas that have a heat pump or gas heater shall have a cover. §110.4(6}3: Pods shell have dredimffi inlets that adequately mix the pool water, and a time switch that will allow all pumps to be set apro - "ods. ed to trm Burin off-peak electric demand only §110.5: Natural gas pool end spa heaters shall not have a continuous burning pilot light. §150.0(p): Residential pod systems a equipment shall mad spedfied pump sizing, flow rate, piping, filters, and valve requirements. Lighting MeasmYs: §110.9: All Ggiding central devices and systems, ballasts, and luminaires shall meet the applicable requirements of §110.9. §150.0(k)IA: Instatled luminaires shall be classified as high -efficacy err low -efficacy for compliance with §150.0(k) in accordance with TABLE 150.0-A or TABLE 150.0-B, as livable. §150.0(k)1B: When a high efficacy and low efficarylighting system are combinedin a single luminaire, each system shall separately comply ii. Shall with thea applicable requirements in 110.9, 30.0 130.2, 130.4, 40.7 and 41.0. with thea livable provisions of 150.0 For low-rise residential bulldogs with fent or more dwelling units, outdoor lighting not regulated by §150.0(k)9B a I50.0(k)9D The wattage and classification a2'permanenfly installed luminaires in residential kitchens shall be determined in accordance with §130.0(k)1C: §130.0(c). In residential kitchens, the wattage of electrical bates finished with a blank cover or where no electrical equipment has Outdoor lighting for residential parking lots and residential carports with a total of tight or more vehicles per site shall comply been installed, and where the electrical bot can be used far a luminaire or a surface mounted ceiling faq shall be calculated as 180 with the applicable requirements in 110.9 130.0, 1302 13i1.4 140.7 and 141.0. watts oflow efficacy lighting electrical box. §150.0(k)1D: Ballasts far fluorescent lamps rated 13 watts or greater shall be electronic and shall have an output fiequenry no less than 20 kHz according to §130.0(c). Permanently installed night lights and night lights integral to installed luminaires or exhaust fans shall be rated to consume no §150.0(Ir)lE: more than S watts ofpawa per luminaire a exhaust fan as determined in accordance with §130.0(c). Night lights do not need to nonresidential in 1109 130.0, 130.1 130.4 140.6, and 141.0. be controlled vacancysensors §150.0(k)1F: lighting integral to exhaust fans (except when installed by the manufacturer in kitchen exhaust hinds) shall meet the applicable the floor area, permanently installed lighting far the inferior common areas in that bulldog shall be high efficacy luminaires or requirements of 150.0 §150.0(k)2A: 1Tigh efficacy luminaires must be switched separately from low efficary luminaires §150.0(k)2B: Exhaust farts shall be switched separately from lighting systems. §150.0(k)2C: Luminaires gall be switched with readily accessible controls that pewit the luminaires to be manually switched ON and OFF. §150.0(k)2D: Controls and equipment are installed in accordance with manufacturer's instructions. §150.0(k)ZE: No control shall bypass s dormer or vacancy sensor function if the control is installed to comply with §130.0(k). §150.0(k)2F: Lighting controls comply with applicable requirements of §110.9. lII eIId egress. An Energy Management Cool System (EMCS) may be used to comply with dormer requirements it it fimctims as a drama §150.0(k)2Cr. according to §110.9; meds Installation Certificate requirements of §130.4; the EMCS requirements of §1305; and all other §110.10(a)1: requirements in 100.0 911 An Energy Management Control System (EMCS) may be used to comply with vacancy sensor requirements of §150.0(k) if: it §150.0(kr2H: fimetims as a vacancy sensor according to §110.9; meals Installation Certificate requirements of §130.4; the EMCS requirements of 1305 •and all other 'cements in 130.0 2. §150.0(k�I: Amultiscene programmable controller may be used to comply with dimmer requirements of this section if it provides the functionalityofadimmeraccordn to 1109,andce fes with all other applicablerequirements in 150.0 §150.0(k)3A: A minimum of SO percent ofthe total rated wattage of permanently installed lighting in kitchens shall be high efficacy. §110.10(6)1: Kitchen lighting includes all permanently installed lighting in the kitchen except internal lighting in cabinets that illuminate only §150.0(k)3B: the inside ofthe cabinets lighting in areas adjacent to the kitchen, iodating but nut limited to dining and nook areas, are considered kitchen lighting if ffi are not separately switched from kitchen li §150.0(k)<I: Permanently installed lighting that is internal to cabinets shall use no more than 20 walks ofpower per linear foot of illuminated cabinet §150.0(k}S: A minimum of me high efficacy luminaire shall be install ed in each bathroom; and all other lighting installed in each betluomT §110.10(b}3A: shall be hi efficacy or controlled vacancysenses. §ISOA(k�: Lighting installed in attached and detached garages, laundry roams, and utility rooms shall be high efficacy luminaires and controlled vacancysensors. §150.0(k)7: lighting installed in rooms or areas other than in kitchens, bathroom, garages, laundryrooms, and utility moms shall be high efficacy, or shall be controlby led tither dramas a vacancy sensors. §110.10(bkt: Luminaires recessed into ceilings shall: be listed for zero clearance insdatim contact (IC) by Underwriters Laboratories or other nationally recognized testing/rating laboratory, have a label that certifies that the luminaire is airtight with air leakage less than 2.0 CFM ffi 751:'ascal s when tested in accordance with ASTM E283; be seated with a gaskd a caulk between the luminaire housing §130.0(k)8: and ceiling, and strati have all airleak paths between conditioned andunconditioned spaces sealed with a gaskd a caulk; and allow ballast maintenance and replacement without requiring cutting holes in the ceiling. For recessed comped fluorescent luminaries with ballasts to qualify as high efficacy far compliance with §150.0(k), the ballasts §110.10(d): shall be certified to the Energy Cordssm to mm with the icable requirements in 110.9. For single-family residential bulldogs, outdoor lighting permanently mounted to a residential bulldog or other buildings m the §110.10(e)1: same lel shall be high efficacy, or may be low efficacy if it meets all of the following requirements: i. Controlledby a manual ON and OFF switch that does not override to ON the automatic actions ofItems ii or Ili below; and §150.0(k)9A: ii. Controlled by a motion sensor not having an override or bypass switch that disables the motion sensor, or controlled by a motion sense having a temporary override switch which temporarily bypasses the mdim sensingfunction and automatically reactivates the motion sensor within 6 hours; and iii. Controlby led meofthe fdlowin methods: .�vi�a..i ✓tivi. ..iiw Iii. , �n-iii� IIS I�L�r v�lJlpiL.II I Iv i��r vrv-Intivn f�Gr RG�Gn ITI/ InGltGll`I nnL 1nG In IGI'ILrJ/ V7G lnoccvr fVVV fLT.JVMC.J NO ICCJrVIY'ICIL11 T f"V1� AC.+IUAL A7WIL1 60IYVIIK.JIY7. ROOM LOAD SUMMARY a. Photocontro! not having an override or bypass switch that disables the photocartrd; or h Astronomical time dodo not having an override or bypass switch that disables the astronomical time dock, and which is programmed to automatically tum the outdoor lighting OFF during daylight hours; or a Energy management control system which meds all ofthe following requirements At a minimum provides the functionality of an astronomical time clock in accordancewith §1109; meets the InstatlatioII Certification requirements in §130.4; meets the requirements for an EMCS in §130.5; does not have an Ovaritis a bypass switch ffiffi allows the luminaire to be always ON; and, Date is programmed to automatically turn the outdoor lighting OFF drain daylight hours System Name Hvac System For low-rise mullifamilyresdential bulldogs, outdoor lighting far private patios, enhances, balconies, and porches, and outdoor lighting for residential parking lots and residential carports with less than eight vehid es per site shall comply with me of the §150.0(k)9B: fdlowingrequirements ROOM LOAD SUMMARY L Shall comply with §150.0(k)9A; or ii. Shall with thea applicable requirements in 110.9, 30.0 130.2, 130.4, 40.7 and 41.0. §130.0(k)9C: For low-rise residential bulldogs with fent or more dwelling units, outdoor lighting not regulated by §150.0(k)9B a I50.0(k)9D Shall with thea livable requirements in 110.9 130.0 130.2 130.4 140.7 and 141.0. comply §150.0(k)9D• " Outdoor lighting for residential parking lots and residential carports with a total of tight or more vehicles per site shall comply CIL COOLING PEAK with the applicable requirements in 110.9 130.0, 1302 13i1.4 140.7 and 141.0. §150.0(k)10: Internally illuminated address signs shall comply with §140.8; a shall consume no more man S watts ofpowa as determined CFM Sensible Latent according to §130.0(c). §150.0(k)11: Lglib� for residential parking garages far eight a more vehicles shall comply with the applicable requirements far Existing Cluing Area Existing fsf Floor nonresidential in 1109 130.0, 130.1 130.4 140.6, and 141.0. 530 10,791 215 In a low-rise multifamily residential bulldog where the total interior common area in a single building equals 20 percent or less of §iS0.0(k)1ZA: the floor area, permanently installed lighting far the inferior common areas in that bulldog shall be high efficacy luminaires or 310 11,950 rnntrotled an occupant sensor. 1 In a low-rise multifamily residential building where the total interior common area in a single building equals mese than 20 490 percent e2'the floor area, permanently installed lighting in that bulldog shall: §150.0(k)12B: i. Comply with the applicable requirements in §110.9, §130.0, §130.1, §140.6 and §141.0; and New living Area 1st FloorAddibbn ii. lighting installed in corridors and stairwells shall be controlled by occupant sensors that reduce the lighting power in each 32 648 13 space by ffi least 50 percent. The occupant sensors shall be capable ad laming the light fiilly On and Off from all designed paths of 648 lII eIId egress. soar Ready Buildings 2nd Floor Addition Single family residences located in subdivisions with ten a more single family residences and where the application for a §110.10(a)1: tentative subdivision map for the residences has been deemed complete, by the enforcement agency, m a after January 1, 2014, 911 shall with the requirements of 110.10 through §110.10(e). comply §110.10(a)2: Low-rise multi -family bulldogs shall comply with the requirements of 110.10 through 110.10 The slat zine shall have a minimum total area as described below. The solar zine shall comply with access, pathway, smelts ventilation, and sparing requirements as specified in Title 24, Part 9 or alba Parts of Title 24 or in any requirements adopted by a local jurisdiction. The solar zine trial area shall be comprised of areas that have no dimension less than S feet and are no less than 80 square feet each for buildings with roof areas less than or equal to 10,000 square fed or no less than 160 square feet each for §110.10(6)1: buildings with roof areas Beata than 10,000 square fed. For single family residences ffie solar zine shall be locffiedon the roof or Overhang ofthe bulldog and have a trial area no less than ZSO square fcek Falow-tiseraulti-family buildings the solar zine shall be located m the roof or Overhang ofthe building or m the roof or overhang of soothe structure located within 250 fed ofthe building or m covered parting installed with the hairdo 'ed and have a trial area no less then 10 percent of the total roof area ofthe building excluding i t area. §110.10(6)2: All sections ofthe alar zine located on steep -sloped roofs shall be oriented between 110 degrees and 270 degrees oftnre north. §110.10(b}3A: No obstructions, iodating but not limited to, vents, chimneys, architectural features, and roofmmnted equipment, shall be located in the solar zine. Any obstruction, located on the roof or any other part ofthe building that projects above a solar zine shall be located at least twice §110.10(b}3B: the distance, measured in the horizontal pi ane, ofthe height difference between the highest palest ofthe obstruction and the horizontal projection ofthe nearest point ofthe solar zine, measured in the veli cal lit ane. §110.10(bkt: For areas of the roof designated as sol err zine, the structural design loads for roof dead load and roof live load shall be clearly indicated on the construction documents. The construction documents shall indicate: a location for inverters and ordering equipment and a pathway for muting of conduit §110.10(c): from ffie solar zine to the print of interconnection with the electrical service (for single family residences the print of interconnection will be the main service pend); a pathway for renting of plumbing from ffie sd err zone to the wale -heating §110.10(d): A copy ofthe construction documents or a comparable document indicating the information from §110.10(6) through §110.10(c) shall be provided to the ottv §110.10(e)1: The main electrical service pond shall have s minimum basher rating of200 amps The main electrical service panel �atl have a reserved space to allow for the installation of a double pole circuit breaker for a §110.10(e)2: firtrrre solar electric installation. The reserved space shall be: positioned ffi the opposite (load) end from the input feeds location or main dreuit location, and permanently marked as "For Future Solar FJectric". ROOM LOAD SUMMARY Project Name Summit Ave Addition Date 10/19/2016 System Name Hvac System Floor Area 2,110 ROOM LOAD SUMMARY ROOM t�tDLIN(; PEAK CIL COOLING PEAK COIL HTC. PEAK Zone Name Room Name Muh. CFM Sensible Latent CFM Sensible Latent CFM Sensible Existing Cluing Area Existing fsf Floor f 530 10,791 215 530 10,791 215 310 11,950 Existing 2nd Floor 1 490 9, 986 173 490 9, 985 173 248 9, 560 New living Area 1st FloorAddibbn 1 32 648 13 32 648 13 21 806 2nd Floor Addition f 45 911 10 45 911 f0 29 1,133 • Total includes ventilation load for zonal systems. PAGE TOTAL TOTAL ` 1,096 1,096 22,335 22,335 4i1 411 609 23,449 6Q9 23,449 Ene Pro 6 b Ene Soft UserlYumber. 6249 !D: 16-10191 Pa a 16 of f6 01 CI 0 1 r FOUNDATIONS I . BOTTOMS OF ALL FOUNDATIONS SHALL BE LEVEL. CHANGES IN BOTTOM OF FOUNDATION ELEVATION SHALL BE MADE ACCORDING TO STEPPED FOOTING DETAIL ON THE TYPICAL DETAIL SHEET. 2. ALL PILE CAPS, GRADE BEAMS, TIE BEAMS * OTHER FOOTINGS SHALL BE FORMED UNLESS SPECIFICALLY APPROVED BY THE STRUCTURAL DESIGNER. FOUNDATIONS MAY BE CAST IN NEAT EXCAVATIONS PROVIDED WRITTEN APPROVAL 15 OBTAINED AND FOOTINGS ARE INCREASED 2" IN WIDTH. USE 2X 12 PLANK AT EDGE OF EXCAVATION TO PROTECT AGAINST 5LUFFING, AS REQUIRED. 3. WORK PERFORMED ON FOUNDATION SHALL BE DONE IN ACCORDANCE WITH THE REQUIREMENTS OF THE CURRENT CBC 4. IF A TWO POUR FOUNDATION IS UTILIZED, THE COLD JOINT BETWEEN THE EXTERIOR FOOTING AND SLAB -ON -GRADE SHOULD BE LOCATED AT LEAST 4 INCHES ABOVE ADJACENT GRADE. IF THI5 15 NOT DONE, A WATERSTOP BETWEEN THE TWO POURS SHALL BE USED. 2X12 2X12 . / IXS FOOTING WIDTH +2" CONCRETE I . CONCRETE 28 DAY COMPRESSIVE STRENGTH, PC = 250OPS1, U.N.O. 2. WATER TO CEMENT RATIO SHALL NOT EXCEED 0.50. 3. M015T CURE 5LA135 FOR A MINIMUM OF 3 DAYS. 4. CONCRETE MIX DE51GN SHALL BE PREPARED BY A 3RD PARTY INDEPENDENT LABORATORY. SELECTION OF CONCRETE MIX PROPORTIONS SHALL BE PER THE CALIFORNIA BUILDING CODE. 5. CEMENT SHALL CONFORM TO A5TM C-1 50 TYPE I OF II. G. CONCRETE AGGREGATES SHALL CONFORM TO A5TM C-33. AGGREGATES FOR LIGHTWEIGHT CONCRETE SHALL CONFORM TO A5TM C-330. 9. REINFORCING DIMENSIONS SHOWN FOR LOCATION OF REINFORCING ARE TO THE FACE OF MAIN BARS AND DENOTE CLEAR COVERAGE. CONCRETE COVERAGE SHALL BE AS FOLLOWS: CONCRETE DEPOSITED AGAINST GROUND (EXCEPT SLABS) -3". CONCRETE EXPOSED TO GROUND BUT PLACES IN FORMS -2". SLABS (ON GROUND) -2" CLEAR FROM TOP U.N.O. 10. ALL PREHEATING AND WELDING OF REINFORCING BARS SHALL BE DONE IN ACCORDANCE WITH AWS D 1.4 LATEST EDITION AND SHALL BE CONTINUOUSLY INSPECTED BY A QUALIFIED LABORATORY. CONTRACTOR SHALL FURNISH TO THE LABORATORY, REBAR MILL CERTIFICATES. 1 1 . REINFORCING STEEL SHALL BE FABRICATED ACCORDING TO "MANUAL OF STANDARD PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION". 12. WIRE FABRIC SHALL CONFORM TO ASTM A-185. 13. REINFORCING STEEL SHALL CONFORM TO A5TM AG 15 -GRADE GO FOR NO. 5 AND LARGER, AND A5TM AG 15 -GRADE 40 FOR NO. 4 AND SMALLER, EXCEPT REINFORCING STEEL TO BE WELDED SHALL CONFORM TO A5TM A70G. 14. 5PLICE5 IN CONTINUOUS REINFORCEMENT SHALL BE 48 BAR DIAMETERS AND SPLICES IN ADJACENT BARS SHALL BE NOT LESS THAN 5-0" APART. SPLICE CONTINUOUS BARS IN SPANDRELS, GRADE BEAMS, ECT., AS FOLLOWS: TOP BARS AT MID -SPAN; BOTTOM BARS AT CENTERLINE AT SUPPORT, UNLESS NOTED OTHERWISE. SPLICES IN WWF SHALL BE 1.5 MESHES WIDE. 17. REINFORCING, DOWELS, BOLTS, ANCHORS, SLEEVES, ETC., TO BE EMBEDDED IN CONCRETE SHALL BE TIED SECURELY IN POSITION BEFORE PLACING CONCRETE. 18. CONSTRUCTION JOINTS SHALL BE MADE ROUGH AND SURFACE FREE OF LOOSE DEBRIS. CONCRETE MY BE ROUGHENED BY SAND BLASTING OR CHIPPING THE ENTIRE SURFACE TO PRODUCE%4' DEEP DEFORMATIONS. 19. REMOVE ALL DEBRIS FROM FORMS BEFORE CASTING ANY CONCRETE. 20. 8'-0" SHALL BE THE MAXIMUM ALLOWED FREE FALL FOR CONCRETE. 21 . CONSOLIDATE CONCRETE PLACED IN FORMS BY MECHANICAL VIBRATING EQUIPMENT SUPPLEMENTED BY HAND -SPADING, RODDING OR TAMPING. USE EQUIPMENT AND PROCEDURES FOR CONSOLIDATION OF CONCRETE IN ACCORDANCE WITH THE RECOMMENDED PRACTICES OF ACI 309 TO SUIT THE TYPE OF CONCRETE AND PROJECT CONDITIONS. 22. NO WOOD 5PREADER5 ALLOWED. NO WOOD STAKES ALLOWED IN AREAS TO BE CONCRETED. 23. ALL SAW CUTTING SHALL BE DONE AFTER INITIAL SET HAS OCCURRED TO AVOID TEARING OR DAMAGE BY THE SWABBED, BUT BEFORE INITIAL SHRINKING HAS OCCURRED. 24. DRILL THROUGH STEEL COLUMNS, BEAMS AND PLATES TO PA55 CONTINUOUS REINFORCING. 25. ADDITIONAL REINFORCING IN PRECAST OR TILT -UP PANELS REQUIRED FOR LIFTING STRESSES SHALL BE SUPPLIED BY THE CONTRACTOR. 2G. PROVIDE 2-NO.5X4'-O" DIAGONAL REINFORCING AT MID -DEPTH OF SLAB AT ALL REENTRANT CORNERS TYPICAL. WOOD I . ALL WOOD IN DIRECT CONTACT WITH EARTH OR CONCRETE SHALL BE PRESSURE TREATED. 2. BEARING AND SHEAR WALLS SHALL HAVE DOUBLE TOP PLATES, LAPPED AT WALL AND PARTITION INTERSECTION WITH 3-1 GD NAILS. 3. PROVIDE SOLID BLOCKING BETWEEN JOISTS AND RAFTERS AT ALL SUPPORTS. 4. PROVIDE BLOCKING AT ALL CEILING LEVELS. 5. ALL STRUCTURAL WOOD SHALL CONFORM WITH THE FOLLOWING SPECIFICATION: DOUGLAS FIR - COAST REGION - WCLIB GRADING RULES NO. 17 DF NO.2, U.N.O. REDWOOD - CALIFORNIA REDWOOD ASSOCIATION GRADING RULES, LATEST EDITION. GLUED LAMINATED BEAMS - STANDARD SPEC. FOR STRUCTURAL GLUED LAMINATED TIMBER AITC 1 17 LATEST EDITION. SUBMIT SHOP DRAWINGS PRIOR TO FABRICATION OF GLUED -LAMINATED MEMBERS. PLYWOOD - U.S. PRODUCT STANDARD P.5. 2-92 FOR SOFT PLYWOOD 5TRUCT I @ WALLS; CDX OR OSB @ FLOORS AND ROOF - U.N.O. G. PRESSURE TREATED DOUGLAS FIR - AWPA (AMERICAN WOOD PRE5ERVER5' ASSOCIATION) U 1. 7. HOLES FOR BOLTS IN WOOD SHALL BE BORED WITH A BIT OF THE SAME NOMINAL DIAMETER AS THE BOLT PLUS %6'. 8. HOLES FOR LAG SCREW SHALL BE BORED TO THE SAME DIAMETER AND DEPTH AS THE SHANK AND THE REST NO LARGER THAN THE ROOT OF THE THREAD. 9. LAG SCREWS AND WOOD SCREWS SHALL BE SCREWED AND NOT DRIVEN INTO PLACE. SOAP MAY BE USED TO LUBRICATE THE SCREWS. 10. ALL BOLTS AND LAG SCREWS SHALL BE PROVIDED WITH METAL WASHERS UNDER HEADS AND NUTS WHICH BEAR ON WOOD. APPLIES ALSO TO INSERTED EXPANDING FASTENERS, RED HEAD ECT. BOLT DIAMETER MI WASHER STEEL WASHER %2' DIA. 2" DIA. X 15/1 Gil 3" X 3" X%4" 5/8' DIA. 23/4" DIA. X 15/6' 3" X 3" X%4" 3/4" DIA. 3" DIA. X'/6' 3" X 3" X 5/6' 7/8' DIA. 3%2" DIA. X'/6" 3%2" X 3%2' X 3/8' I " DIA. 4" DIA. X %2" 33/4" X 33/4' X 3/8' 1 1 . ALL BOLTS AND LAG SCREWS SHALL BE TIGHTENED ON INSTALLATION AND RETIGIITENED BEFORE A CLOSING IN OR AT COMPLETION OF JOB. 12. BLOCK 5P JOINTS WITH 2X4 FLAT BLOCKING WHERE NOTED ON ROOF OR FLOOR FRAMING PLANS AND WITH BLOCKING SAME AS STUDS AT WALLS. 13. LAY ALL STRUCTURAL PLYWOOD ON ROOF AND FLOORS WITH FACE GRAIN PERPENDICULAR TO SUPPORT UNLE55 NOTED OTHERWISE. 14. CONNECTOR HARDWARE MODEL NUMBER ARE TH05E FOR 51MP50N 5RONG-TIE COMPANY. EQUIVALENT CONNECTORS WITH ICBO ACCEPTANCE MAY BE SUBSTITUTED. ALL J015T HANGARS SHALL BE SIMP50N U SERIES UNLE55 NOTED OTHERWISE. 15. FASTENERS FOR PRESERVATIVE TREATED * FIRE RETARDANT TREATED WOOD SHALL DE OF HOP DIPPED ZINC COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER. THE COATING WEIGHTS FOR ZINC COATED FASTENERS SHALL BE IN ACCORDANCE WITH A5TM A 153. Y:\ARCHIVE\SUMMITAVE HDD-LUNDBERG-ADDITION_(08291 G)\CAD - 5TRUCTURAL 4 ( 3 NAILING SCHEDULE ALL NAILS FOR STRUCTURAL WORK SHALL BE COMMON WIRE NAILS CONFORMING TO THE FOLLOWING MINIMUM SIZES: 8D 0.131 "DIA.X2%2" I OD 0.148"DIA.X3" I OD SHORTS 0.148"DIA.X 15/8' PLUS THICKNESS OF 5.P. IGD 0. 148"DIA.X3-4" 20D 0.192"DIA.X4" HOLES SHALL BE 5UB-DRILLED WHERE NECESSARY TO PREVENT SPLITTING. NAILING NOT NOTED BELOW OR ON PLANS SHALL BE MINIMUM OF NAILS AT EACH CONTACT. 8D NAILS FOR I " MATERIAL AND I GD NAILS FOR 2" MATERIAL. I . JOISTS TO SILL OR GIRDER, TOENAIL--------------------------------------------------- 3-5D 2. BRIDGING TO JOISTS, TOENAIL EACH END --------------------------------------------- 2-8D 3. 170 5UBFLOOR OR LESS TO EACH JOIST, FACE NAIL------------------------------ 2-8D 4. WIDER THAN I "XG" 5U6FLOOR TO EACH JOIST, FACE NAIL------------------------- 3-8D 5. 2" 5UBFLOOR TO J015T OR GIRDER, BLIND * FACE NAIL-------------------------- 2-1 GD G. SOLE PLATE TO J015T OR BLOCKING, TYPICAL FACE NAIL-------------- I GD @ I G"O.C. 7. SOLE PLATE TO J015T BLOCKING, AT BRACED WALL PANEL------------ 3-1 GD PER I G" 8. TOP PLATE TO STUD, END NAIL--------------------------------------------------------- 4-1 GD 9. STUD TO SOLE PLATE------------------------------- G -8D, TOENAIL OR 4-1 GD, END NAIL 10. DOUBLE STUDS, FACE NAIL---------------------------------------------- I GD @ 24" O.C. 1 1 . DOUBLE TOP PLATES, TYPICAL FACE NAIL-------------------------------- I GD @ I G" O.C. 12. DOUBLE TOP PLATES, LAP SPLICE, U.N.O-------------------------------------------- I G- I GD 13. BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE, TOENAIL--------------- 3-8D 14. RIM JOIST TO TOP PLATE, TOENAIL-------------------------------------------- 8D @ G"O.C. 15. TOP PLATES, LAPS AND INTERSECTION, FACE NAIL-------------------------- ----- 2-1 GD I G. CONTINUOUS HEADER, TWO PIECES, TOENAIL---- I GD @ I G"O.C. ALOG EACH EDGE 17. CEILING JOISTS TO PLATE, TOENAIL----------------------------------------------------- 3-8D 18. CONTINUOUS HEADER TO STUD, TOENAIL--------------------------------------------- 4-8D 19. CEILING JOISTS, LAPS OVER PARTITIONS, FACE NAIL------------------------------ 3-1 GD 20. CEILING JOISTS TO PARALLEL RAFTERS, FACE NAIL-------------------------------- 3-1 GD 21 . RAFTER TO PLATE, TOE NAIL-------------------------------------------------------------- 3-8D 22. 1 " BRACE TO EACH STUD t PLATE, FACE NAIL----------------------------------------- 2-8D 23. 1 "X8" SHEATHING OR LE55 TO EACH DEARING ---------------------------------------- 3-8D 24. WIDER THAN I "X8" SHEATHING TO EACH BEARING, FACE NAIL--------------------- 3-8D 25. BUILT UP CORNER STUDS --------------------------------------------------- I GD @ 24"O.C. 2G. BUILT UP GIRDER * BEAMS--- 20D @ 32" O.C. AT TOP � BOTTOM AND STAGGERED 2-20D AT ENDS AT EACH SPLICE 27. 2" PLANKS ---------------------------------------------------------- 2-1 GD AT EACH BEARING 28. WOOD STRUCTURAL PANELS: 5UBFLOOR * WALL SHEATHING TO FRAMING NAILS SPACED @ G"O.C. %2' AND LESS --------------------------------------------------- GD AT 19/32" - I --------------------------------------------------------- INTERMEDIATE EDGES12"O.C. @ I -%8' - I %------------------------------------------------------ I OD NTERMEDIATE SUPPORTS EXCEPT G" AT COMBINATION 5UBFL0OR UNDERLAYMENT TO FRAMING 3/4" - I "---------------------------- 8D ALL SUPPORTS WHERE ----------------------------- OR I -%8' I -%4'--------------------------------------------------- I OD SPANS ARE 4AI IN 29. PANEL SIDING TO FRAMING MORE. FOR NAILING OF %2" OR LE55 ---------------------------------------------------- GD BRACED WALL PANELS 5/8'-------------------- PL SHEAR WALLS, SEE ------------------------------------------- 8D PLAN. GENERAL CONSTRUCTION NOTES: I . THE INFORMATION ON THI5 SET OF CONSTRUCTION DOCUMENT 15 RELATED TO THE BASIC DE51GN INTENT AND FRAMING DETAILS. THEY ARE INTENDED AS A CONSTRUCTION AID, NOT A SUBSTITUTE FOR GENERALLY ACCEPTED GOOD BUILDING PRACTICES AND COMPLIANCE WITH CURRENT CALIFORNIA STATE BUILDING CODES. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING STANDARD CONSTRUCTION DETAILS AND PROCEDURES TO ENSURE A PROFESSIONALLY FINISHED, STRUCTURALLY SOUND, AND WEATHERPROOF COMPLETED PROJECT. 2. THE GENERAL CONTRACTOR 15 RESPONSIBLE FOR ENSURING THAT ALL WORK AND CONSTRUCTION MEETS ALL CURRENT FEDERAL, STATE, COUNTY, AND LOCAL CODES, ORDINANCES, REGULATIONS, ETC. THESE CODES ARE TO BE CONSIDERED PART OF THE SPECIFICATIONS FOR THI5 BUILDING AND SHOULD BE ADHERED TO EVEN IF THEY ARE IN VARIANCE OF THE PLAN. 3. DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE DRAWING (DO NOT SCALE DRAWING.) 4. THE ENGINEER HAS NOT BEEN ENGAGED FOR CONSTANT CONSTRUCTION SUPERVISION AND ASSUMES NO RESPONSIBILITY FOR CONSTRUCTION COORDINATING WITH THESE PLANS, NOR RESPONSIBILITY FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCE, OR PROCEDURES, OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK. THERE ARE NO WARRANTIES FOR A SPECIFIC USE EXPRESSED OR IMPLIED IN THE USE OF THESE PLANS. 5. REFER TO ARCHITECTURAL SHEETS FOR FLOOR PLANS, EXTERIOR ELEVATIONS, AND WINDOW AND DOOR SIZES AND TYPES. GENERAL COMMENT: THE NOTES, RECOMMENDATIONS, AND CONSIDERATIONS INCLUDED HEREIN ARE OFFERED IN GOOD FAITH FOR CONTRACTOR REFERENCE. THESE NOTES ARE NOT ALL-INCLUSIVE AND DO NOT, BY ANY MEANS, INCLUDE ALL THE INFORMATION NECESSARY TO COVER ALL ASPECTS OF THE CONSTRUCTION PROJECT. THESE NOTES ARE SUPERCEDED BY THE CONTRACTOR'S EXPERIENCE, BEST JUDGEMENT, AND LOCAL ACCEPTABLE BUILDING CODES. THE DRAWINGS, ILLUSTRATIONS, AND DIAGRAMS INCLUDED IN THI5 PACKAGE ARE FOR THE DE51GN OF THE BUILDING AND ARE TO BE USED IN COORDINATION OF THE WORK. THE CONTRACTOR 15 RESPONSIBLE FOR THE INTEGRITY OF ALL ASSEMBLIES AND ALL WORK 15 TO CONFORM TO ACCEPTED RESIDENTIAL CONSTRUCTION STANDARDS. 5HEARWALL NOTES: I . MIN 2X FRAMING MEMBERS OR BLOCKING REQUIRED AT ALL PANEL EDGES IN SHEAR WALL. 2. TABLE VALUES ARE BASED ON I G" O.C. STUD SPACING. 3. ALL ANCHOR BOLTS IN WALLS INCLUDING 5HEARWALL5 REQUIRE 3"x3"x.229" THICK PLATE WASHERS. ONE EDGE OF THE STEEL PLATE WASHER SHALL EXTEND TO WITHIN 1/2" OF THE MUD5ILL ON THE 51DE(5) WITH APA RATED WOOD SHEATHING. THE HOLE IN THE PLATE WASHER 15 PERMITTED TO BE DIAGONALLY SLOTTED WITH A WIDTH OF UP TO 3/1 G" (44 mm) LARGER THAN THE BOLT DIAMETER AND A SLOT LENGTH NOT TO EXCEED 1 3/4" (44 mm), PROVIDED A STANDARD CUT WASHER 15 PLACED BETWEEN THE PLATE WASHER AND THE NUT. 4. SOLE PLATE NAILING LE55 THAN G" O.C. SHALL BE STAGGERED 1/2" ABOUT THE CENTERLINE OF THE SOLID RIM. 5. (2) ANCHOR BOLTS MINIMUM PER SHEAR WALL. G. 3X and 4X MEMBERS AT ADJOINING PANEL EDGES MUST BE A 51NGI F MEMBER. 7. FOR SHEAR WALLS ON RAISED WOOD, FOUNDATIONS AND UPPER FLOORS REQUIRING LTP5 CLIPS AT THE 2x SOLE PLATE, A MINIMUM OF (1) CLIPS MUST ALWAYS BE INSTALLED. 8. 50LE PLATE TO RIM, OR SOLE PLATE TO BEAM/BLOCKING TO BE 2X U.O.N. 9. WHEN A 5HEARWALL 15 LOCATED IN A FIRE PROTECTED WALL, THE FIELD NAILING SHALL BE 8" O.C. MAX REGARDLESS OF THE SHEAR WALL SPECIFICATIONS. EDGE NAILING AND NAIL 51ZE SHALL BE THE SAME AS SPECIFIED ON THE PLANS. 10. DRYWALL SCREWS ARE PERMITTED TO SUBSTITUTE FOR THE 5D AND GD NAILS. 1 1 . ALL FIELD NAILING SHALL BE @ 12" O.C. N 3 STRUCTURAL STEEL I . CONTRACTOR 15 RESPONSIBLE FOR VERIFYING ALL STRUCTURAL STEEL LENGTHS REQUIRED TO MAKE PROPER CONNECTIONS AS DETAILED IN PLANS. ALL DIMENSIONS ARE TO BE VERIFIED BY CONTRACTOR BEFORE ORDERING OF MATERIALS AND EOR SHALL NOT BE HELD LIABLE FOR MIS -ORDERED MATERIAL LENGTHS. 2. FABRICATION, ERECTION, AND MATERIALS SHALL CONFORM WITH THE AI5C SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS, THE AI5C SEISMIC PROVISIONS FOR STRUCTURAL STEEL BUILDINGS, AND THE INTERNATIONAL BUILDING CODE, LATEST EDITIONS. 3. STRUCTURAL STEEL WIDE FLANGE SHAPED SHALL CONFORM WITH A5TM A992. ALL OTHER STRUCTURAL STEEL ROLLED SHAPED (CHANNELS, ANGLES, ETC.) AND PLATED SHALL CONFORM WITH A5TM A3G, U.N.O. 4. ALL STRUCTURAL STEEL SHALL BE ERECTED PLUMB AND TRUE TO LINE. TEMPORARY BRACING SHALL BE INSTALLED AND SHALL BE LEFT IN PLACE UNTIL OTHER MEANS ARE PROVIDED TO ADEQUATELY BRACE THE STRUCTURE. CONTRACTOR 15 RESPONSIBLE FOR REVIEWING ALL BASE PLATE AND SUPPORT CONDITIONS DURING ERECTIONS AND BRACING AS REQUIRED. SEE AISC AND 05HA REQUIREMENTS. 5. PLACE NON SHRINK GROUT UNDER ALL BASE PLATES BEFORE ADDING VERTICAL LOAD. G. STRUCTURAL STEEL BELOW GRADE SHALL HAVE 3 INCHES MINIMUM OF CONCRETE COVER. 7. BOLTED CONNECTIONS SHALL CON515T OF UNFINISHED BOLTS CONFORMING TO ASTM A307 U.N.O. WHERE HIGH STRENGTH BOLTS ARE INDICATED, BOLTS CONFORMING TO ASTM A325 OR A5TM A490 AS NEEDED SHALL BE PROVIDED. ANCHOR RODS CAST IN CONCRETE OR MASONRY SHALL BE HEADED BOLTS WITH CUT THREAD FULL DIAMETER IODY STYLE CONFORMING TO A5TM F 1554 GR. 3G, 55(WELDABLE PER 51 SUPPLEMENTARY REQUIREMENTS), OR 105 AS INDICATED ON DRAWINGS. ALL BOLTED CONNECTIONS AND BASE PLATES SHALL HAVE STANDARD CUT WASHERS, U.N.O. WASHERS FOR BASE PLATES SHALL CONFORM TO ASTM F844, U.N.O., AND SHALL BE PLACED AT TOP AND BOTTOM OF PLATE. 8. AT WOOD TO STEEL PARALLEL CONTACT, BOLT WITH %2" DIAMETER BOLTS AT MAXIMUM 24" C.G. 9. HOLES FOR UNFINISHED BOLTS SHALL BE OF THE SAME NOMINAL DIAMETER OF THE BOLT PLUS %G'. USE STANDARD AI5C GAGE AND PITCH FOR BOLTS EXCEPT AS NOTED OTHERWISE. 10. WELDING SHALL BE DONE BY THE ELECTRIC ARC PROCESS IN ACCORDANCE WITH AMERICAN WELDING SOCIETY STANDARDS, USING ONLY CERTIFIED WELDERS. ALL GROOVE WELDS SHALL HAVE COMPLETE PENETRATION U.N.O. ALL EXPOSED WELDS SHALL BE GROUND SMOOTH. ALL ELECTRODES FOR WELDING SHALL COMPLY WITH AWS CODE, E70 SERIES MINIMUM. 1 1. WELD LENGTHS CALLED FOR ON PLANS ARE THE NET EFFECTIVE LENGTHS REQUIRED. 12. MINIMUM FILLET WELD5: 3/Gi' @ T<%2" Y4' @ T< 3/4" 5/6"@T>3/4' 13. WELDING PROCEDURE SPECIFICATIONS (WP5) FOR SHOP AND FIELD PRE -QUALIFIED WELD JOINTS AND WELD JOINTS QUALIFIED BY TEST SHALL BE PREPARED FOR REVIEW PRIOR TO FABRICATION. ALL WELDING PROCEDURE ITEMS SUCH AS BASE METALS, WELDING PROCESSES, FILLER METALS, AND JOINT DETAILS THAT MEET THE REQUIREMENTS OF AWS D 1. 1, SECTION 5.1 SHALL BE CONSIDERED PRE -QUALIFIED. ANY CHANGE OR SUBSTITUTION THAT 15 BEYOND THE RANGE OR TOLERANCE OR REQUIREMENTS FOR PRE -QUALIFICATION SHALL BE QUALIFIED BY REST PER AWS D 1. 1 SECTION 5 PART B. QUALIFICATION TESTING 15 REQUIRED WHEN THE DEPTH OF A PARTIAL PENETRATION OR COMPLETE PENETRATION WELD 15 2" OR GREATER. 14. FOR NONDESTRUCTIVE TESTING OF WELDED CONNECTIONS EXCLUDING PRIMARY MEMBERS OF MOMENT RESISTING FRAMES: 14.a. WELDED CONNECTIONS SHALL BE TESTED BY NONDESTRUCTIVE METHODS FOR COMPLIANCE WITH AISC J2, AND JOB SPECIFICATIONS. ULTRASONIC TESTING SHALL BE IN ACCORDANCE WITH AWS D 1. 1, A5TM E I G4 AND A5ME SECTION V. RADIOGRAPHY SHALL BE IN ACCORDANCE WITH AW5D 1. 1, ASTM E94 AND E99, AND A5ME SECTION V. THIS TESTING SHALL BE PART OF THE SPECIAL INSPECTION REQUIREMENTS OF IBC SECTION 1704.3 PERFORMED BY AN APPROVED INDEPENDENT TESTING LABORATORY AS FOLLOWS: 14.a. 1 BASE METAL THICKER THAN I INCH WHEN SUBJECT TO THROUGH THICKNESS WELD SHRINKAGE STRAINS. 14.a.2. ALL COMPLETE JOINT PENETRATION GROOVE OR BUTT WELDS. 14.a.3. ALL PARTIAL JOINT PENETRATION GROOVE WELDS WHEN USED IN COLUMN SPLICES. 14.12. ANY MATERIAL DISCONTINUOUS SHALL BE ACCEPTED OR REJECTED ON THE BA515 OF DEFECTRACTING IN ACCORDANCE WITH THE (LARGER REFLECTOR) CRITERIA OF AISC J2. BUTTE COUNTY FEB 16 2017 DE51GN CRITERIA DBSERVICES E i S SEI5MIC CRITERIA 916` of, 1I SDC D 501L CLA55 D RISK CATEGORY II SEISMIC IMPORTANCE FACTOR 1.00 RESPONSE MODIFICATION FACTOR G.5 SEISMIC FORCE RESISTING SYSTEM LIGHT FRAME WOOD SHEAR WALL 55 0.5859 51 0.2578 yds 0.5208 5d I 0.3238 Cs 0.089 00 3.0 Cd 3.5 ANAY515 PROCESS EQUIVALENT LATERAL FORCE SEISMIC BASE SHEAR 1500p5f GRAVITY LOADING ROOF LIVE 20p5f FLOOR LIVE 40p5f WIND CRITERIA CENTER TO CENTER ULTIMATE WIND, Vult I I Omph BASIC WIND, VaSd 85mph WIND EXPOSURE B INTERNAL PRESSURE COEFF +1-0.18 IW 1.0 501L BEARING 1500p5f CODES DOUGLAS FIR ASCE 7-10, CBC 2013, AC13 18-1 1, 2012 NDS 2 ABBREVIATIONS AB ........... ANCHOR BOLT BTWN ....... BETWEEN CC ........... CENTER TO CENTER CJ ........... CONSTRUCTION JOINT CJT .......... CONTROL JOINT CLP. ......... CLEAR CONC ...... CONCRETE CONTIN .... CONTINUOUS CP ........... COMPLETE PENETRATION DF ........... DOUGLAS FIR DL ........... DEAD LOAD (E) ........... EXISTING EJ ............ EXPANSION JOINT EN ........... EDGE NAILING FB ........... FACE OF BLOCK FC ........... FACE OF CONCRETE FF ........... FINISH FLOOR FLP. .......... FLOOR 175 ........... FACE OF STUD FTG ......... FOOTING GA ........... GAUGE GLI ......... GLUED -LAMINATED BEAM HDR ......... HEADER H513 ......... HIGH STRENGTH BOLT (A-325) HT ........... HEIGHT JH ........... J015T HANGER (51MP50N) LL ............ LIVE LOAD LS ........... LAG SCREW L5L ......... LAMINATED STRAND LUMBER # ............ 2325 Fb, 310 Fv, 1.55E LT WT ....... LIGHT WEIGHT LVL .......... LAMINATED VENEER LUMBER ®......... 2000Fb, 285Fv, I .8E MFR ......... MANUFACTURER TRU55 NOTES: DESIGN LOADS: MI ........... MALLEABLE IRON (N) ........... NEW PTDF ........ PRESSURE TREATED DOUGLAS FIR P5L .......... PARALLEL STRAND LUMBER 4. In5pectlon of anchors post installed In 2900Fb, 290Fv, 2.OE NTS ........ ` NOT TO SCALE OH .......... OPPOSITE HAND PC ........... PIECE PP ........... PARTIAL PENETRATION RDWD ...... REDWOOD 5C ........... SHEAR CONNECTOR SD5T5 ..... SELF DRILLING SELF TAPPING SCREW SP ........... STRUCTURAL PLYWOOD 5PEN ........ STRUCTURAL PLYWOOD EDGE NAILING 5TFNR ...... STIFFENER 5TGGRD ... STAGGERED TSB .......... TOP t BOTTOM TSG .......... TONGUE t GROOVE TN ........... TOE NAIL TOF ......... TOP OF FRAMING T05 ......... TOP OF STEAL UNO ......... UNLESS NOTED OTHERWISE W/ ........... WITH W/0 ......... WITHOUT WP .......... WORK POINT W5 .......... WOOD SCREW WWF ........ WELDED WIRE FABRIC ............ CENTERLINE PLATE # ............ NUMBER OF POUNDS AND 15 SQUARE @ .. ROUND OR DIAMETER ®......... CONTINUOUS WOOD 1N SECTION ......... WOOD BLOCKING IN SECTION ......... END OF WOOD PIECE TOP CHORD 14 P5F DL 20 PSF LL (REDUCIBLE) BOTTOM CHORD 5 PSF DL 0 PSF LL (NON-CONCURRANT W/ TOP CHORD LL) I . TOP CHORD TO BE MINIMUM 2X4 TYPICAL - 2X4 ALL OTHER MEMBERS (U.N.O.). 2. TRUSS MEMBERS SHALL BE DOUGLAS FIR (DF) NO.2 OR BETTER. 3. WOOD UNDER PLATES MUST BE FREE OF KNOTS, KNOT HOLES AND GREATLY DISTORTED GRAINS. 4. CALCULATIONS AND TRU55 DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT AND/OR ENGINEER FOR REVIEW PRIOR TO FABRICATION. GIRDER TRUSSES CALCULATIONS SHALL INCLUDE POINT LOADS FROM CARRIER TRUSS REACTIONS. ALL CALCULATIONS SHALL BE SIGNED BY A CIVIL ENGINEER REGISTERED IN THE STATE OF CALIFORNIA. 5. FABRICATION AND DE51GN SHALL CONFORM TO THE CALIFORNIA BUILDING CODE (CBC), CURRENT EDITION AND TPI -85 OF THE TRUSS PLATE INSTITUTE. G. PROVIDE TEMPORARY ERECTION BRACING AS REQUIRED. 7. ALLOWABLE STRESS INCREASE FOR LOAD DURATION SHALL BE 25% (PERCENT) MAXIMUM. 8. INCREASE FOR ALLOWABLE STRESSES FOR REPETITIVE MEMBERS, SHALL BE PERMISSIBLE. 9. EFFECTS OF ECCENTRIC LOADING SHALL BE CONSIDERED IN THE DE51GN OF ALL JOINTS. 10. GENERAL CONTRACTOR TO PROVIDE WEB BRACING AS REQUIRED BY TRUSS MANUFACTURERS DESIGN. 1 1 . BUILT-UP GIRDER TRUSSES SHALL BE LAMINATED USING%2" BOLTS AT 24" CC MAXIMUM THROUGH ALL MEMBERS. 12. ALL HARDWARE REQUIRED FOR CONNECTING TRUSSES (JACK TO HIP, HIP TO GIRDER, GIRDER TO GIRDER, ETC) SHALL BE DESIGNED, DETAILED AND SPECIFIED BY TRUSS FABRICATOR. 13. TRU55 MANUFACTURER SHALL SUBMIT LATEST ICBG APPROVED TEST DATA FOR TRUSS METAL PLATE CONNECTIONS TO ARCHITECT AND/OR ENGINEER PRIOR TO FABRICATION. 14. TRUSS MANUFACTURER TO PROVIDE PLAN DRAWING SHOWING TRU55 LOCATIONS AND TRU55 PROFILE SHOP DRAWINGS PRIOR TO FABRICATION. 15. GENERAL CONTRACTOR TO VERIFY ALL DIMENSIONS SHOWN ON TRUSS PROFILES WITH ARCHITECTURAL DRAWINGS AND IN FIELD WITH WALL LAYOUT PRIOR TO FABRICATION. PROVIDE SHOP DRAWINGS WITH DIMENSIONS REVIEWED AND APPROVED BY GENERAL CONTRACTOR. I G. TRUSS MANUFACTURER TO ACCOUNT FOR THE WEIGHT OF ALL MECHANICAL EQUIPMENT IN DESIGN OF ALL TRUSSES WHICH SUPPORT SUCH UNITS. STRUCTURAL INDEX L ;, ^r, Tr .,V:CES 5N I STRUCTURAL NOTES AND SPECIFICATIONS 51.0 FOUNDATION AND 5HEARWALL PLAN 52.0 LEVEL I - 5HEARWALL PLAN 53.0 LEVEL 2 - 5HEARWALL PLAN 54.0 FLOOR AND LOWER ROOF FRAMING PLAN 55.0 ROOF FRAMING PLAN PCfih4iT#E`I SD I STRUCTURAL DETAILSaaL v}S 5D2 STRUCTURAL DETAILS 5D3 STRUCTURAL DETAILS DAT -- 5D4 STRUCTURAL DETAILS p -CTE 5TATEM ENT OF SPECIAL INSPECTION: PER CBC 2013, SECTION 1705, THE RETROFIT ANCHOR BOLT CONTAINED ON THESE PLANS WILL REQUIRE A SPECIAL INSPECTION. THE SEISMIC AND WIND -FORCE -RESISTING SYSTEM USED IS A LIGHT -FRAME (WOOD) WALLS SHEATHED WITH WOOD STRUCTURAL PANELS RATED FOR SHEAR RESISTANCE. THE STRUCTURE WILL REQUIRE SPECIAL INSPECTIONS BE PERFORMED ON SEISMIC AND WIND -FORCE -RESISTING SYSTEM. THE OWNER 15 REQUIRED TO CONTRACT WITH A QUALIFIED AND REGIONALLY APPROVED SPECIAL INSPECTION AGENCY MEETING THE REQUIREMENTS OF CBC 1704A. 1. THE OWNER WILL BE RESPONSIBLE FOR COORDINATING AND SCHEDULING THE SPECIAL INSPECTIONS DURING THE CONSTRUCTION WORK AS REQUIRED PER THE BELOW TABLE. OWNER 15 TO PROVIDE BUILDING DEPARTMENT WITH REQUIRED NOTIFICATIONS UPON COMPLETION OF SPECIAL INSPECTION WITH DOCUMENTATION FROM THE SPECIAL INSPECTION AGENCY. ENGINEER OF RECORD 15 TO BE NOTIFIED IF ANY VARIATIONS TO PLANS HAVE BEEN DONE DURING THE CONSTRUCTION OF THE ABOVE NOTED FORCE-RE5I5TING-5Y5TEM. TABLE 1705.3 VERIFICATION AND INSPECTION CONTINUOUS PERIODIC REFERENCED El ° u STANDARD 4. In5pectlon of anchors post installed In --- X AC13 18, hardened concrete members. 09/22/201 G DRAWN BY: C.D. z O Q U u U w D z Q LU O Z J f -- U ryH (s) N Lu � n F= Q �o QRpFESS/OH ` q WESLEY CULLUMI MR W No. 80675 CM p 03-3 17 NO. r z�Ln El ° u 0 LJ A5 NOTED z z 09/22/201 G DRAWN BY: C.D. m U W.C. JOB NO: 08291 G z0 U .. % LLJ ! - N MCI co > �z -z L� J o - m0 m THI5 DOCUMENT CONTAINS INFORMATION THAT 15 PROPRIETARY TO CULLUMBER ENGINEERING AND DE51GN, INC. AND 15 FURNISHED FOR THE PURPOSES OF REVIEW, BIDDING OR CONSTRUCTION OF THE PROJECT LISTED IN THE JOB TITLE BOX BELOW, AND SHALL NOT BE USED FOR ANY OTHER PURPOSE OR RELEASED TO ANY OTHER PARTY WITHOUT THE WRITTEN CONSENT OF CEtD. INFORMATION CONTAINED HEREIN IS AN INSTRUMENT OF PROFESSIONAL SERVICES AND SHALL REMAIN THE PROPERTY OF CED. ALL RIGHTS RESERVED COPYRIGHT 201 G. z O Q U u U w D z Q LU O Z J f -- U ryH (s) N Lu � n F= Q �o QRpFESS/OH ` q WESLEY CULLUMI MR W No. 80675 CM p 03-3 17 NO. REVI510N5 0 0 SCALE: A5 NOTED DATE: 09/22/201 G DRAWN BY: C.D. CHECKED BY: W.C. JOB NO: 08291 G SHEET NO. SIN Ic C 7 0 5 N rL .: FT5 11 PROVIDE (3) #4X 18" DOWELS W/ 4" EMBED SIMPSON SET -XP EPDXY G! 2' 4 I FT I SD3 N �I 41 I SD3 FTI I I .1 I FT 4 CONC. SLAB ON GRADE W/ _ OVER 4' O � RUSHED ROCK r4O-� SD3 ❑0 3 I LIi /- - - - - -- r - - - ----------- - - - - -- - (E) FOOTING (E) STEM WALL � FOOTING I 2'-211 I I I PROVIDE #4X 18" DOWELS @ I i a �- 24" O.C. W/ 4" EMBED I I I 51MP50N SET -XP EPDXY 0 z O O LL Z O I I O I IL I II I I I I w i I w I I 2x 12 LEDGER W/ (2) -L"x3 2" , , � I I 5D5 SCREWS @ I G" O.C. - _ -- _ _- - _ ' �' O I I I r3G� II I (E) FOOTING - ---- - - - --- ---- - - - - -- ---------- - - - - -- I PROVIDE(3)#4X18" ; 5'-1 Ill DOWELS W/ 4" EMBED L �L� Jr �� ]r I� r ----8'-G" ------------- 51MP50NSET-XP EPDXY N O rL FTI � 33 � (E) STEM WALL FOOTING I FTI I " ---- 32 r --------------------------- — — rL - - - I SD3 I -- - - - - - - - - - - - - - - L— - N - -------------- i T - , I I G'-0" I �__-___________________(3x SILL) RETROFIT I (E) STEM WALL *- FOOTING RETROFIT 35 (3x SILL) D I ' PROVIDE (3) #4X 18" ' ' RETROFIT I 5 SD3 , , DOWELS W/ 4" EMBED FT I I I SIMPSON SET -XP EPDXY ': I 1 I 31 15 �5D3 31 , I RETROFIT , , SIM. 5D3 I _ J I � 5 PROVIDE (3) #4X 18" - DOWELS W/ 4" EMBED z I a = 51MP50N SET -XP EPDXY I - w pl pl I I w I O J 4" CONC. SLAB z O Q , ON GRADE W/ GxG (# 10) WWM i g w w ' RETROFIT �I II SII I: I I¢('31 3I ' RETROFIT I FT I RETROFIT Lu SD3 I I r--�� c1 I I I I I i I l i �I w I I I 31 ' I I I y5D3(E) STEM WALL t FOOTING L--------------------- - - - - - - -- I RETROFIT � �------------ � --------- RETROFIT 30 5D3 G'-5" 3'_911 4" CONC. SLAB ON GRADE W/ GxG (# 10) WWM I di RETROFIT Y:\ARCHIVMUMMITAVE_HDD-LUNDBERG-ADDITION_(08291 G)\CAD - STRUCTURAL 7'-8" 24' 43'-G" FOUNDATION AND SHEARWALL FLAN SCALE: %4' = I '-0" !n 3 IV. DI TYP. 3 DI TYP. 2 r DI TYP. 0 SDI TYP. 2 2 FOOTING SCHEDULE HDU2 HOLDOWN MUD ANCHOR VERT. MEMBER @ ADJ. PANEL SOLE PLATE RIM TO SILL PLATE TYPE DIMENSIONS LENGTH WIDTH DEPTH NO. REINFORCEMENT PARALLEL PERPENDICULAR SIZE LENGTH NO. 51ZE LENGTH CAPACITY NOTES FT I CONT. 12" 12" 2 #4 CONT. - - - 1,500 PLF (1) TOP, (1) BOT FT2 CONT. 15" 18" 2 #4 CONT. - - - 1,875 PLF (1) TOP, (1) BOT FT3 1,511 8" 18" 12" 3 #4 1211 3 #4 12" 3,038 LBS FT4 24" 24" 18" 4 #4 1,511 4 #4 18" 5, 100 LBS FT5 30" 30" 15" 5 #4 24" 5 #4 24" 7,969 LB5 FTG 30" 30" 18" G #4 30" G #4 30" 1 1,475 LBS FT7 42" 42" 24" 7 #4 3G" 7 #4 1 30 1 14,700 LB5 GENERAL FOUNDATION NOTES I . THE CONTRACTOR 15 RESPONSIBLE FOR REFERRING TO THE PLANS TO VERIFY HOLDOWN LOCATIONS, STRUCTURAL PLYWOOD SHEATHING SPECIFICATIONS AND NAILING SCHEDULE. 2. POSTS SHOWN ON THE FOUNDATION PLAN ARE THOSE DIRECTLY CONNECTED TO THE FOUNDATION WITH A HOLDOWN OR P05T BASE CONNECTOR. 3. TYPICAL ONE STORY FOUNDATION, U.N.O. - 12" WIDE X 12" DEEP FOOTING WITH (1) #4 REBAR TOP AND BOTTOM (TOT. 2). 4. PROVIDE 5/8'X 10" ANCHOR BOLTS @ 4'-0" O.C. AND 12" FROM ALL EDGES AT THE BEARING WALLS AND EXTERIOR NON -SHEAR WALLS W/ 7" MIN. EMBEDMENT. FASTEN TO BOTTOM PLATE USING 3"X3"X%4" STEEL WASHERS. 5. PROVIDE 2X PTDF SLEEPER EMBEDDED IN SLAB AT DOORS LEADING TO EXTERIOR AND GARAGE. EXTEND 6" PAST DOOR CASING. (2) 20d @ EA END * 24" O.C. G. ALL FOOTINGS, FOUNDATIONS, EXCAVATIONS, GRADING, AND FILL SHALL COMPLY TO THE PROVISIONS OF THE GEOTECHNICAL REPORT. 7. SLAB REINFORCEMENT SHALL BE PROVIDED EACH WAY, AS INDICATED ON THE PLANS, IN THE MIDDLE THIRD OF SLAB. WHERE VAPOR BARRIER 15 REQUIRED, VAPOR RETARD BARRIER SHALL BE SEALED AT ALL PENETRATIONS AND SHALL CONFORM TO CLASS A VAPOR RETARDER IN ACCORDANCE WITH THE M05T CURRENT VERSION OF A5TM E 1745, "STANDARD 5PECIFICATION5 FOR PLASTIC WATER VAPOR RETARDERS USED IN CONTACT WITH 501L OR GRANULAR FILL UNDER CONCRETE SLABS". VAPOR BARRIER SHALL BE UNDERLAIN WITH 4" DEEP 3/4" CRUSHED ROCK WITH 100% PA551NG THE 3/4" 51EVE AND LESS THAN 5% PA551NG THE NO. 4 SIEVE. 8. CONTRACTOR 15 RESPONSIBLE FOR VERIFYING ALL MEASUREMENTS AGAINST THE ARCHITECTURAL PLAN SET. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE EOR AND DESIGNER BEFORE FORMING AND/OR POURING CONCRETE. FOUNDATION REQUIREMENTS SPREAD FOOTING VERTICAL LOAD: MIN. ALLOWABLE DEPTH: 1 211 ALLOWABLE BEARING PRESSURE: 1 500 PSF Fc)nTINC. I FC7FND (E) 5TEMWALL AND FOOTING - TO REMAIN — — (N) 5TEMWALL AND FOOTING - SEE FOOTING SCHEDULE — — — FOR DIMENSIONS AND REINFORCEMENT. (E) FOOTING - TO REMAIN FLOOR FRAMING NOTES i . SEE SHEET SD i AND SD2 FOR ADDITIONAL FRAMING DETAILS 2. SEE "WOOD NOTES" ON SHEET 5N 1. 3. ALL BEAM SUPPORTING P05T5 ARE TO BE AT LEAST THE WIDTH OF THE BEAM BEING SUPPORTED. 4. FLOOR SHEATHING SHALL BE 3/4" T*G CDVO513 WITH I Old @ Of O.C. EDGE NAILING * 12" O.C. FIELD NAILING, U.N.O. 5. METAL PAN DECK SHALL BE ATTACHED TO FLOOR JOISTS WITH 4'x2' SDS SCREWS @ Of O.C. EDGE � 12" O.C. FIELD, U.N.O. G. TOP PLATE SPLICE AT INTERIOR AND EXTERIOR WALLS SHALL BE 48" MIN. LENGTH AND NAILED WITH (I G) I Gd NAILS. 7. FOR HEADER SIZES NOT SHOWN, SEE 1/5D 1. 8. FLOOR SHEATHING SHALL BE NAILED AT ALL DRAG LOCATIONS WITH I Od @ G" O.C., U.N.O. 9. METAL PAN DECK SHALL BE ATTACHED AT ALL DRAG LOCATIONS WITH 4'x2 2" 5D5 SCREWS @ Of O.C., U.N.O. 10. BEAMS MAY BE SUBSTITUTED FOR LARGER WIDTHS AND/OR DEPTH OF EQUAL SPECIFICATIONS TO ACCOMMODATE WALL FRAMING. POSTS SHALL BE EQUAL OR LARGE 51ZE THAN BEAM WIDTH. SHEARWALL SCHEDULE # HDU2 HOLDOWN MUD ANCHOR VERT. MEMBER @ ADJ. PANEL SOLE PLATE RIM TO SILL PLATE #### PLF SHEATHING/NAILING SILL BOLTS EDGE5 TO RIM (A35 CLIPS) C.D. 3/8' APA RATED ONE W.C. 5/8, @ U Om 5DW522300DB Lu E-1.; FACE w/8d COMMONS 2x 48" O.C. 2x @ 12" O.C. @ 24" C.C. 2GO PLF @ G" O.C. EDGE �o A23/8' APA RATED ONE FACE w/8d COMMONS 2x 5 O (2) 2x 5DW52230ODD @ 20" C.C. 350 PLF @ 4" O.C. EDGE lu 4811 " @ 8" O.C. A33/8" APA RATED ONE m 5 /81, O° 3x OR (2) 2x 5DW52250OD5 @ 12” C.C. 490 PLF FACE w/8d COMMONS 3x 3G" O.C. w/(3G) I Gd 15 @ 8„ O.C. FOR ANY OTHER PURPOSE OR RELEASED TO ANY OTHER PARTY WITHOUT THE @ 3" O.C. EDGE CEtD. INFORMATION CONTAINED HEREIN 15 AN INSTRUMENT OF PROFESSIONAL SERVICES AND SHALL REMAIN THE 1. REFER TO "5HEARWALL NOTES" ON SHEET 5N I FOR ADDITIONAL INFORMATION. HOLDOWN SCH EDU LE �m HDU2 HOLDOWN 3,075 L55 INSTALL PER DETAIL 18/5D2 * 2 1/5D i22/SD2 0 HDU4 HOLDOWN 4,565 LB5 INSTALL PER DETAIL 18/5D2 * 21 /5D2 * 22/5D2 I . ALL HOLDOWN CONNECTORS SHALL BE RE -TIGHTENED JUST PRIOR TO ENCLOSURE. 2. CONTRACTOR SHALL PLACE ALL HOLDOWN5 IN THE CORRECT LOCATION TO TIE INTO HD POST. 3. REFER TO DETAIL 18/5D2 FOR HD PLACEMENT AT WINDOW OR DOOR OPENING. 4. REFER TO 21/5D2 FOR RETROFIT HD REQUIREMENTS. 5. SPECIAL INSPECTION WILL BE REQUIRED ON RETROFIT HD INSTALLATION. REFER TO PLAN FOR FULL CAPACITY VALUE. r C) 1- Q �o QRpFESS/0N9` WESLEY 6, CULLUMBER , Z 865 A 3.31- -- ly l V IL qTF OF CAL\E��� �m REVISIONS ov 51 .O Z Ljutj v� r' . Lu U DATE: 09/22/201 G DRAWN BY: C.D. CHECKED BY: W.C. ( U Om Lu E-1.; Lu .. _knn coo �o — z z Lo�z �J N lu C1 m0 m THIS DOCUMENT CONTAINS INFORMATION THAT 15 PROPRIETARY TO CULLUMBER ENGINEERING AND DESIGN, INC. AND IS FURNISHED FOR THE PURPOSES OF REVIEW, BIDDING OR CONSTRUCTION OF THE PROJECT LISTED IN THE JOB TITLE BOX BELOW, AND SHALL NOT BE USED FOR ANY OTHER PURPOSE OR RELEASED TO ANY OTHER PARTY WITHOUT THE WRITTEN CONSENT OF CEtD. INFORMATION CONTAINED HEREIN 15 AN INSTRUMENT OF PROFESSIONAL SERVICES AND SHALL REMAIN THE PROPERTY OF CEtD. ALL RIGHTS RESERVED COPYRIGHT 2016. C) 1- Q �o QRpFESS/0N9` WESLEY 6, CULLUMBER , Z 865 A 3.31- -- ly l V IL qTF OF CAL\E��� NO. REVISIONS 0 PLAN CHECK I - 02/09/17 51 .O SCALE: A5 NOTED DATE: 09/22/201 G DRAWN BY: C.D. CHECKED BY: W.C. JOB NO: 08291 G SHEET NO. 51 .O W cT) > Ln Q �U � J O> �O -- ry O Lu J �O QRpFESS10N9\ WE5LEY F� " CULLUMBER z No. 50675 Ex�O31-111L ,P. F NO. �Ln I O U Lu z U u 5CALE: NZ ct] U DATE: 09/22/2016 O U ■ ■ QLu I — to ca e'- r C) L sI I N ai p .J �O t9 THIS DOCUMENT CONTAINS INFORMATION THAT 15 PROPRIETARY TO CULLUMBER ENGINEERING AND DESIGN, INC. AND IS FURNISHED FOR THE PURPOSES OF REVIEW, BIDDING OR CONSTRUCTION OF THE PROJECT LISTED IN THE JOB TITLE BOX BELOW, AND SHALL NOT BE USED FOR ANY OTHER PURPOSE OR RELEASED TO ANY OTHER PARTY WITHOUT THE WRITTEN CONSENT OF CEtD. INFORMATION CONTAINED HEREIN IS AN INSTRUMENT OF PROFESSIONAL SERVICES AND SHALL REMAIN THE PROPERTY OF CEtD. ALL RIGHTS RESERVED COPYRIGHT 2016. W cT) > Ln Q �U � J O> �O -- ry O Lu J �O QRpFESS10N9\ WE5LEY F� " CULLUMBER z No. 50675 Ex�O31-111L ,P. F NO. REV151ON5 PLAN CHECK I - 02/05/17 0 0 5CALE: A5 NOTED DATE: 09/22/2016 DRAWN BY: C.D. CHECKED BY: W.C. JOB NO: 082916 5HEET NO. 52.0 J p F- p H 4 �o QRpFESS104, WESLEY CULLUMBER Z No. 806 A NO. REVISIONS 0 SCALE: AS NOTED DATE: 09/22/201 G DRAWN BY: C.D. CHECKED BY: W.C. JOB NO: 08291 G SHEET NO. 53.0 t\ 00 O O U Lu I�Lz.fJ [Y J r n � Lu lu ' • j lu -N n � � T — z J N cn J 0 m0 THIS DOCUMENT CONTAINS INFORMATION THAT IS PROPRIETARY TO CULLUMBER ENGINEERING AND DESIGN, INC. AND IS FURNISHED FOR THE PURPOSES OF REVIEW, BIDDING OR CONSTRUCTION OF THE PROJECT LISTED IN THE JOB TITLE BOX BELOW, AND SHALL NOT BE USED FOR ANY OTHER PURPOSE OR RELEASED TO ANY OTHER PARTY WITHOUT THE WRITTEN CONSENT OF CEtD. INFORMATION CONTAINED HEREIN IS AN INSTRUMENT OF PROFESSIONAL SERVICES AND SHALL REMAIN THE PROPERTY OF CEtD. ALL RIGHTS RESERVED COPYRIGHT 2016. J p F- p H 4 �o QRpFESS104, WESLEY CULLUMBER Z No. 806 A NO. REVISIONS 0 SCALE: AS NOTED DATE: 09/22/201 G DRAWN BY: C.D. CHECKED BY: W.C. JOB NO: 08291 G SHEET NO. 53.0 D Ci A 5 4 3 47 5D3 (N) 2xG DF -L#2 ROOF RAFTERS * CEILING JOISTS @ 24" O.C. K,/, r POST CG2 P05T TO RECEIVE- EDGE ECEIVEEDGE NAILING 45 SD3 wXPCr Posr 62 (N) 2x6 DF -L#2 ROOF RAFTERS @ 24" O.C. m w L m m POOR rO J N U- I MgIN /N PACE 4�0 N 1`5 14 J J NAME J I TYPE TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. z Q 38 DF -L#2 50 I 2�3��4�5 �G��7�8 �9� Lu 2 SD3 DROP 5D4 5D1 SDI 5D1 SDI SDI SDI SDI SDI SDI w 4X4 HEADER FB4 -1 O DF -L#2 p0 1`135 1 4 x 1.2 DF -L#2 FLUSH sT 1 4 x 8 DF -L#2 HEADER 48 1 3 %2' x 9Y2" L5L 48 FB8 SD3 _ p _ _� FB9 1 4 x 8 DF -L#2 CV FB 10 1 4 x 8 DF -L#2 m FBI 1 -x 4 x G DF -L#2 HEADER FB 1 2 1 4 x 6 DF -L#2 49 1`1513 1 N— v (N) 2x8 DF -L#2 CEILING SD4 _ 4X4, _ z DF -L#2 _ 52 JOISTS @ 24" O.C. FB 15 1 1 OST DF -L#2 FLUSH SD4 6X6 P Sr — — — w� EPC6� � - — (E) BEAM - �o O�� �o Oso J 47 5D3 (N) 2xG DF -L#2 ROOF RAFTERS * CEILING JOISTS @ 24" O.C. K,/, r POST CG2 P05T TO RECEIVE- EDGE ECEIVEEDGE NAILING 45 SD3 wXPCr Posr 62 (N) 2x6 DF -L#2 ROOF RAFTERS @ 24" O.C. m w L m m POOR rO J N U- I MgIN /N PACE 4�0 N 1`5 14 J J NAME J I TYPE LOCATION z Q 4x 10 DF -L#2 HEADER 17152 Lu 2 DF -L#2 DROP FB3 1 w � bi - HEADER FB4 -1 O t\ m w 4X4 P \`ST 2x 12 LEDGER W/ (2) 4'x3 2' - - - -- - - -- 5�,6 _j SDS SCREWS @ I G" O.C. N00 ------ 46 O� 4 SD3 O }V- (E) BEARING WALL -- (E) BEAM I Ir I I -)F IF IF 1r Ir QO � �2 m I �I i Ig I ►� �I� I I I _ — — — — _ ��-�` FB5 �FBG �` 44 Q05� ------ AO�� — — — — — — 5D3 i AX _ J L J L J L ill - s4X4 POST — 1`135 — — — p5T o FB8 6X6 pT P Z i OS — '°p 2xG LEDGER W/ (2) 4'x3 2� - — -- — — - -' WI pG6 I s5D5 SCREWS @ I G" O.C. U- 5� - AXA QOA9 2x 2x 1 2 DF -L#2 FLOOR JOISTS @ I G" O.C. "- 2x8 RIDGE m 0 — — — NJ \���oG�O— — ! SD3 2+00 v�� J 1`138 I — TRUSS BLK'G Q , j TRU55 BLK'G 220 Of � = 220 plf QO �GQ�GGti— co - CD x > �Gi 43 w w �D3 — — — — — — — QOS — — — `- 42 39 — — Tr[312 BM SD3 DRAG TRUSS, I .Ok FB 12 BELOW — —------- ---— — — it _,ir I 1� --�--r - �r -�F IF - 9r -iF- Ir - Ir, - Ir �r �r 0 N m 2x6 I EDGER W/ (2) 4'x3 2' � LL_ I i I I I I I I SDS SCREWS @ I G" O.C. o o c�( f 13 F138 FBS FB8 FE m m LL. :, L IL22 6X6 � P w\_osT 6X6\ \` ► osr BM BELOW 39 SD3 6)(G Pr PO s r ,A G'k'PT Osr U) �O 20 39 �O �O .- �v(DV ��ti �D3 �v��ti O �BM����� BELOW FLOOR AND LOWER ROOF FRAMING PLAN SCALE: %4' = P-0" 2 I i FLOOR BEAM SCHEDULE NAME PLY SIZE TYPE LOCATION FB 1 1 4x 10 DF -L#2 HEADER 17152 1 6 x 10 DF -L#2 DROP FB3 1 4 x G DF -L#2 HEADER FB4 I 4x 12 DF -L#2 FLUSH 1`135 1 4 x 1.2 DF -L#2 FLUSH FBG 1 4 x 8 DF -L#2 HEADER f 13 1 3 %2' x 9Y2" L5L HEADER FB8 I G x 8 DF -L#2 DROP FB9 1 4 x 8 DF -L#2 HEADER FB 10 1 4 x 8 DF -L#2 HEADER FBI 1 1 4 x G DF -L#2 HEADER FB 1 2 1 4 x 6 DF -L#2 HEADER 1`1513 1 4 x 8 DF -L#2 DROP FB 14 1 4x 12 DF -L#2 FLUSH FB 15 1 1 4x 12 DF -L#2 FLUSH BEAMS SPECIFICATIONS: • P5L 2900Fb, 290Fv, 2.0E • LVL 2600Fb, 285Fv, I .8E • L5L 2300Fb, 285Fv, 1.55F • GLB 240OFb, 2G5Fv, I .9E FLOOR FRAM i NG NOTES 1 . SEE SHEET 5D I AND 5D2 FOR ADDITIONAL FRAMING DETAILS 2. SEE "WOOD NOTES" ON SHEET 5N 1. 3. ALL BEAM SUPPORTING POSTS ARE TO BE AT LEAST THE WIDTH OF THE BEAM BEING SUPPORTED. 4. FLOOR SHEATHING SHALL BE 3/4' T*G CDX,/05B WITH I Od @ G" O.C. EDGE NAILING * 12" O.C. FIELD NAILING, U.N.O. 5. TOP PLATE SPLICE AT INTERIOR AND EXTERIOR WALLS SHALL BE 48" MIN. LENGTH AND NAILED WITH (I G) I Gd NAILS. G. FOR HEADER SIZES NOT SHOWN, SEE 1/5D 1. 7. FLOOR SHEATHING SHALL BE NAILED AT ALL DRAG LOCATIONS WITH I Od @ G" O.C., U.N.O. 8. BEAMS MAY BE SUBSTITUTED FOR LARGER WIDTHS AND/OR DEPTH OF EQUAL SPECIFICATIONS TO ACCOMMODATE WALL FRAMING. P05T5 SHALL BE EQUAL OR LARGE 51ZE THAN BEAM WIDTH. ROOF FRAMING NOTES I . SEE SHEET SD I AND 5D2 FOR ADDITIONAL FRAMING DETAILS. 2. SEE "WOOD NOTES" ON SHEET 5N 1. 3. ALL BEAM SUPPORTING PO5T5 ARE TO BE AT LEAST THE WIDTH OF THE BEAM BEING SUPPORTED. 4. ROOF SHEATHING SHALL BE%2", CDYJ055 WITH 8d @ G" O.C. EDGE NAILING 12" O.C. FIELD NAILING, U.N.O. 5. NO EDGE BLOCKING REQUIRED, U.N.O. G. TOP PLATE SPLICE AT INTERIOR AND EXTERIOR WALLS SHALL BE 48" MIN. LENGTH AND NAILED WITH (I G) I Gd NAILS. 7. FOR HEADER 51ZF-5 NOT SHOWN, SEE 1/5D 1. 8. ROOF OVERFRAME - 2x DF -L#2 @ 24" O.C. (ONE NOMINAL 51ZE SMALLER THAN RIDGE BOARD) OVERFRAME AREA PROVIDE OPENINGS THROUGH ROOF SHEATHING BELOW INTO MAIN ATTIC SPACE FOR ADEQUATE VENTILATION. IN AREAS OF HEAD ROOM OF MORE THAN 30" HIGH PROVIDE A 22" x 30" ACCESS THROUGH MAIN ROOF SHEATHING GYP). 9. FOR BUILT-UP COLUMNS, PROVIDE (2) I Od NAILS @ 8" O.C. TO PROVIDE 50LID CONNECTION. 10. BEAMS MAY BE SUBSTITUTED FOR LARGER WIDTHS AND/OR DEPTH OF EQUAL SPECIFICATIONS TO ACCOMMODATE WALL FRAMING. POSTS SHALL BE EQUAL OR LARGE 51ZE THAN BEAM WIDTH. 1 I . CONTRACTOR 15 RESPONSIBLE FOR VERIFYING ALL TRUSS DIMEN51ON5 AND LOCATIONS BEFORE ORDERING TRUSSES. ENGINEER HAS ONLY VERIFIED SPECIFIC TRUSS MEMBERS FOR INTEGRATION WITH THE BUILDING DESIGN. NO DIMENSIONS HAVE BEEN CHECKED BY THE ENGINEER. LEGEND - INTERIOR BEARING WALL INTERIOR NON-BEARING WALL 'NOTE: ALL EXTERIOR WALLS SHALL BE BEARING WALLS - OVERFRAME ( Y:\ARCHIVEWUMMITAVE_HDD-LUNDBERG-ADDITION_(082916)\CAD - STRUCTURAL 4 3 I 2 1 1 r h IO U U LLJ Lu U ■s O cD o ^� ._I LIJ .. t.1J -,-.� —0 Lu co co> � z - z �_I I N N � w _ o m O m THIS DDCUMENT CONTAINS INFORMATION THAT IS PROPRIETARY TO CULLUMBER ENGINEERING AND DESIGN, INC. AND 15 FURNISHED FOR THE PURPOSES OF REVIEW, BIDDING OR CONSTRUCTION OF THE PROJECT LISTED IN THE JOB TITLE BOX BELOW, AND SHALL NOT BE USED FOR ANY OTHER PURPOSE OR RELEASED TO ANY OTHER PARTY WITHOUT THE WRITTEN CONSENT OF CE*D. INFORMATION CONTAINED HEREIN IS AN INSTRUMENT OF PROFESSIONAL SERVICES AND SHALL REMAIN THE PROPERTY OF CE*D. ALL RIGHTS RESERVED COPYRIGHT 20 16. QD Lu /C1 > Ln � Q �1 U � J O > �0 r 0 cn cn J � i= Q �o eRpt'ESS10414 h� WESLEY C, CULLUMBER z m W No. 80675 gyp. 03-31- I NO. V REVISIONS 0 SCALE: A5 NOTED DATE: 09/22/2016 DRAWN BY: C.D. CHECKED BY: W.C. JOB NO: 082916 SHEET NO. 54.,0 w 0 0 Q NO. L/ REVISIONS SCALE: A5 NOTED DATE: 09/22/201 G DRAWN BY: C.D. CHECKED BY: W.C. JOB NO: 08291 G SHEET NO. 55,0 I p� U U Lu z z * J � m U O ...� rr� a/- O ULJ In ■ ■ Lij _ N .�� N W qua/ G) C9 THIS DOCUMENT CONTAINS INFORMATION THAT 15 PROPRIETARY TO CULLUMBER ENGINEERING AND DESIGN, INC. AND 15 FURNISHED FOR THE PURPOSES OF REVIEW, BIDDING OR CONSTRUCTION OF THE PROJECT LISTED IN THE JOB TITLE BOX BELOW, AND SHALL NOT BE USED FOR ANY OTHER PURPOSE OR RELEASED TO ANY OTHER PARTY WITHOUT THE WRITTEN CONSENT OF CEtD. INFORMATION CONTAINED HEREIN 15 AN INSTRUMENT OF PROFESSIONAL SERVICES AND SHALL REMAIN THE PROPERTY OF CE*D. ALL RIGHTS RESERVED COPYRIGHT 201 G. w 0 0 Q NO. L/ REVISIONS SCALE: A5 NOTED DATE: 09/22/201 G DRAWN BY: C.D. CHECKED BY: W.C. JOB NO: 08291 G SHEET NO. 55,0 5 4 3 2 " �4'-0" MIN LAP W/ 12-1 Gd MIN BEAM PERPENDICULAR TO WALL TOP PLATES Gd @ 12" O.C., TYP. –\\I '0� I LAP PLATES 4'-0" MIN 2-1 Gd @ 2X4 STUD TYP (2) A35 CLIP @ (2) 2X JAMB SPLICE (I G -Gd MIN) 3-1 Gd @ 2xG STUD TYP BEAM (3) I Gd @BEAM (I) A35 CLIP @ ( I) 2X JAMB r A35 MIN. (3) 1 Gd EA. STUD TO (3) 1 Gd EA. STUD TO BEAM BEAM BEAM I Gd @ 12" O.C. HEADER SHALL BE FULL 3-1 Gd 5TAGGERED STUD WIDTH OF STUD WALL I I TO P05T D (1) 2X STUD FULL HEIGHT I Gd @ 12" O.C. .� � (3) I Gd I I I I 5TAGGERED STUD PER BLK (2) 2X 5TUD FULL HEIGHT TO P05T 3X BLKG @ SP JOINTS, TYP HEADER WHEN OPENING EXCEEDS 0-0° LTP4 (I P05T A35 CLIP WHERE TO PL FULL HT STUD EA. STUD OPENING EXCEEDS G' -O" 2X CRIPPLE 5TUD A35 MIN. (2) 2X (G'- I " TO 10'-0") A35 MIN. WIDE @OPENINGS IN OSEE NAILING SCHEDULE NOTCH 5TUD WHERE BOLT (I) 2X (LESS THAN G'-0") (2) I Od TN EA. FACE 4" POST NOTCH 5 U STUD R PROVIDE WIDE @ OPENINGS (2) 1 Od TN EA. FACE G" P05T LARGER OCCU2X BLKG @ 51LLEA. SIDE, TYP. POST AND BEAM CONNECTIONS 2 TYPICAL NAILING EXAMPLE 3 (2) 2X CRIPPLE 5TUD WHEN OPENING BEAM PER PLAN BEAM PER PLAN EXCEED5 G' -O" A35 CLIP WHERE OPENING EXCEEDS G'-0" 2X SILL PLATE, PRESSURE TREADED DF STUDS UNDER SP TRUSS OR SIMPSON WINDOW RAFTER 5TC BEAM, 51MP50N CCQ POST CAP ECCQ I%2' BOLT PROJECTION 5EE PLAN POST CAP@ END CONDTION %2' CEMENT GROUT WHEREjj ABOVE PLATE TYP 12" MSTA 18 POST SHOWN IN SECTIONS FROM ALL EDGES STRAP TO PERAN MSTA 18 POST PL %2' CEMENT GROUT WHERE BEAM AND 5TRABE MPTO AND 145" DIA SILL PLATE Y2" CLR Y2'. SHOWN IN SECTIONS 5/8' DIA. X 12" POST POST CLR C TREAT END W/ PRESERVATIVE @CURB 39/6 BOLTS 4'-0" PER PLAN POST SIMPSON A34 POST BASE DRIVE O O.C. O.C., TYP. U.N.O. @ 2X4 51LL OR (NO 51LL PLATE) @ .145" DIA 51LL PLATE HEADER SCHEDULE WIDTH OF OPENING HEADER DEPTH "D" BRNG WALL NON-BRNG 0 TO 4'-0" G" 4" 41-1 " TO 8'-0" 8" G" 8'-1 " TO 10'-0" 1011 0" 8" TYP UNLE55 NOTED OTHERWISE END OF SILL PLATES @ JOINT OR @ 39/6` NOTCH GREATEER THAN %3 51 LL PLATE WIDTH A34 A35 @ 2XG 51LL DRIVE PIN ANCHOR OR 51MP50N #4 CONT @ 18" O.C. G 51LL POST PBS POST i r— / BRACE o - 51MPSON A34 BEAM PERP. @ 2X4 SILL 51 BEAM PARALLEL TO 9 • + A35 @ 2XG SILL ° TO WALL WALL TYPICAL STUD WALL � OPENING FRAMING I TYPICAL BEAM � POST IN WALL CONNECTION 4 TYPICAL BEAM � POST CONNECTION 5 NON-BEARING PARTITION FRAMING G NO ADDITIONAL UPPER FRAMING NOT(2) 2X TOP FL'5 12d NOTCHES SHOWN FOR CLARITY 12" MAX 40D IN MIDDEL 51MP50N 5TG224 STRAP, 40d oCORNER � %3 OF SPAN DBL TOP PLATE CENTER OVER SPLICE 40d TYP. -P-315/6' %2' RADIUS BAR5 MAY EQUAL NOTCH EQUAL 2 CLR 2" CLF, USED IN 12d - L19 LEIU OF O i 211 MAX O (4) 1 GD NAILS EA. END 8" MAX D BEND 12d 12d 12" MAX 12" MAX 2" MIN. j 4X BLK'G D/G MAX. r� SLOPE IF D/4 TYP. 2" MIN. D/G MAX DIFFERENT WALL HEIGHTS D REQ'D BY SINGLE LAYER BARS (2) 2X TOP PU5 12" MAX 501L B NOTES: ADDITIONAL UPPER FRAMING NOT CONDITION 40d 40d LAP 1. PREDRILL CORNERS OF NOTCHES 50 A5 NOT TO OVER CUT. SHOWN FOR CLARITY 51MP50N M5TA3G STRAP, 12" TYP. AT SPLICE 2. NOTCHES ON THE ENDS OF JOISTS * HEADERS SHALL NOT EXCEED%6 THE J015T CENTER OVER SPLICE 3" CLR 2'-0" DEPTH. NOTE: 51MP50N 5TG224 W/ 12-1 Gd EA END WHERE NOTCH IS 3" OR LESS. 40d TYP MAX r=-- 5TG23G WHERE NOTCH 15 GREATER THAN 3" BUT LE55 THAN G". USE 3. NOTCHES IN THE TOP OF JOISTS SHALL NOT EXCEED%6 THE DEPTH AND SHALL 12" HOOK TYP. NOT BE LOCATED IN THE MIDDLE THIRD OF THE SPAN. SINGLE STRAP ON NOTCH 51DE WHERE NOTCH 15 UP TO%3 WIDTH OF 1 12" I #4 VERT MIN TYP. 4. NOTCHES ON THE BOTTOM OF JOISTS ALLOWED ONLY WHERE SPECIFICALLY PLATES. U5E STRAP ON EA 51DE WHERE NOTCH 15 GREATER THAN /3 12" 12" SHOWN ON DRAWINGS. WIDTH BUT LE55 THAN 2/3 WIDTH OF PLATE. NO NOTCH GREATER „t 5. HOLES BORED IN JOISTS SHALL NOT BE WITHIN 2 INCHES OF THE TOP OR THAN 2/3 WIDTH OF PLATE. G , BOTTOM AND SHALL NOT HAVE A DIAMETER LARGER THAN %3 THE DEPTH OF THE 2X STUD WALL PER PLAN d= REBAR DIAMETER NOTE: SEE JOIST. D= DEPTH OF FOOTING CONCRETE NOTES STANDARD WALL TO SLOPED WALL FOR ADD'L DOUBLE LAYER BAR5 REQUIREMENTS NOTCHES HOLES IN JOISTS 4� HEADERS 7 SPLICE AT TOP PLATE AT NOTCH OR HOLES FOR PIPES 8 SPLICE AT WALL TRANSITION 9 TYPICAL FOOTING STEP 10 TYPICAL CORNER REINFORCING I I OR CONDUITS 450 ALL PIPES TO BE CLEAR NOLE5: MIX 90° /16 JOINT 5LEEVE BY%2' ALL CONCRETE FILL TO 4d FIRST POUR SECOND POUR-- O AROUND BE PLACED BEFORE 2/2" MIN. 3/5" 5EALANT OVER 3/8' D/3 FOOTING 15 CA5T. PACKING MATERIAL O PIPES � CONDUIT TO BE D %8' SEMI RIGID 1 �� EXPANSION JOINT � O 1 " � AS FOOTING ANMAKE 5AME D D 180° /e SAW CUT OR MATERIAL LOCATED IN MIDDLE/3 OF T/2 5EALANT CONTROL JOINT D D/3 FOOTING FULL WIDTH OF PIPE D 5TRIP5 CONDUITS TO BE PLACED TRENCH. 5TEP D 50 A5 NOT TO CRO55 o FOOTING IF PIPE 15 TYPICAL HOOKS BENDS T/2 T/4 3 OTHER CONDTUI RNEDHUP BELOW TBOTTOM OF --- D/3 FOOTING 2. NO PIPES SHALL BE 2 2 A %2" DIA X 18" GREASE THIS a PIPE � PLACED BELOW .4„MIN � AD FOOTING 900 SMOOTH END DOWEL @ 18” NOTE: REINFORCING DOES 0 3'-0" 3. IF PIPE 15 IN PLACE 135°MAX PRIOR TO CASTING d=REBAR DIAMETER O.C. NOT CONT. THRU JOINT CAULK WHERE D=Gd FOR #3 THRU NECE55AKY G" MIN CONCRETE, WRAP D D #g PIPE, W/ GLASS I Od CONSTRUCTION JOINT (CJ) CONTROL JOINT (CTJ) EXPANSfON JOINT (EJ) I O' -O" M�� LEAN MIX WOOD INSULATION 4" MIN. D=Bd FOR #9 THRU CONCRETE FILL " MIN ALL #1 1NO DIGGING FOR TRENCH 9" MIN AROUND) IN LIEU OF \ D= I OdFOR # 14 PARALLEL TO FOOTING 5LEEVE SLEEVE THRU # 18 NOTE: CONSTRUCTION JOINTS CONTROL JOINTS SHALL DIVIDE SLAB INTO AREAS NOT EXCEEDING 400 5Q. FT. BELOW THESE LINES 2'-0" TIE STIRRUPS I Od WITHOUT REENTRANT CORNERS * WITH LENGTH TO WIDTH RATIOS NOT EXCEED 1.5 TO 1. JOINT SPACING SHALL 4" MIN. NOT EXCEED 20' IN EITHER DIRECTION. SEMI-RIGID SEALANT TO BE METZGER/MCGUIRE "MM -80" OR EQUAL. D=DEPTH OF FOOTING MIN REBAR HOOK BENDS 12. SLAB -ON -GRADE JOINT 13 CONCRETE FOOTING AT PIPES CONDUITS 14 Y:WRCHIVMUMMITAVE HDD-LUNDBERG-ADDITION (0829 I G)\CAD - STRUCTURAL 4 3 2 1 Q9 t- t` cn o H o �o QRpFESSION�I WESLEY CULWMBER a Li No. 80675 `n EXp. 03-3.1.--)i NO. � REVISIONS O I U 0 SCALE: E.� DATE: z Lu k -j v z CHECKED BY: coO JOB NO: 08291 G r 1 tu t.Ei ■ . tu @ _ �> _ z Lu � mo THIS DOCUMENT CONTAINS INFORMATION THAT IS PROPRIETARY TO CULLUMBER ENGINEERING AND DESIGN, INC. AND IS FURNISHED FOR THE PURPOSES OF REVIEW, BIDDING OR CONSTRUCTION OF THE PROJECT LISTED IN THE JOB TITLE BOX BELOW, AND SHALL NOT BE USED FOR ANY OTHER PURPOSE OR RELEASED TO ANY OTHER PARTY WITHOUT THE WRITTEN CONSENT OF CEtD. INFORMATION CONTAINED HEREIN 15 AN INSTRUMENT OF PROFESSIONAL SERVICES AND SHALL REMAIN THE PROPERTY OF CE*D. ALL RIGHTS RESERVED COPYRIGHT 2016. cn o H o �o QRpFESSION�I WESLEY CULWMBER a Li No. 80675 `n EXp. 03-3.1.--)i NO. � REVISIONS 0 0 SCALE: A5 NOTED DATE: 09/22/201 G DRAWN BY: C.D. CHECKED BY: W.C. JOB NO: 08291 G SHEET NO. 5 4 3 2 110 MINij (22) 1 Gd SINKERS M5T48 (2) 2x (34) 1 Gd SINKERS CONTINUOUS C51 OVER 2x D BLKG HOLDOWN5 PER PLAN (2)2x OR 4x SEE PLAN FOR STRAP, NOTCH PLYWOOD AS REQ'D STUD MIN. SEE TABLE USE EITHER STRAP OR DOUBLE HOLDOWN NOT BOTH, STANDARD INSTALLATION NUTS SEE PLAN E.Q. 2'-8" MAX a ALL HOLDOWNS II ARE 51MP50N COMPANY SEE SEE SPEC. DETAIL SOLID CATALOG FOR FOR FL CON5T. BLK. „ ROD THREADED EA. END BOLT5 SIZE AND SPACING OF 2'-8" MIN BOLTS STRAP HID POST HD TO P05T CONNECTION M5T37 110 MINij (22) 1 Gd SINKERS M5T48 (2) 2x (34) 1 Gd SINKERS OPENING 4x (48) 1 Gd SINKERS M5T72 4x (G2) I Gd SINKERS 0 HOLDOWN STUD (KING STUD) W/ AT ROOF * FLOOR - DIAPHRAGMS #5x I G SHEAR PLY EDGE NAILING PER PLAN 1. AT BLOCKING OR TOP P5 OVER SHEAR WALLS. (2)2x OR 4x SEE PLAN FOR STRAP, NOTCH PLYWOOD AS REQ'D STUD MIN. SEE TABLE USE EITHER STRAP OR DOUBLE HOLDOWN NOT BOTH, STANDARD INSTALLATION NUTS SEE PLAN E.Q. 2'-8" MAX a ALL HOLDOWNS II ARE 51MP50N COMPANY SEE SEE SPEC. DETAIL SOLID CATALOG FOR FOR FL CON5T. BLK. „ ROD THREADED EA. END BOLT5 SIZE AND SPACING OF 2'-8" MIN BOLTS STRAP HID POST HD TO P05T CONNECTION M5T37 (2) 2x (22) 1 Gd SINKERS M5T48 (2) 2x (34) 1 Gd SINKERS M5TGO 4x (48) 1 Gd SINKERS M5T72 4x (G2) I Gd SINKERS NOT USED E.Q. • WHERE 2 STRAPS 3'-0" MIN 2'-8" MAX 3'-0" MIN OCCUR PLACE I DOUBLE EA. SIDE OF P05T 8'-8" MIN NUTS A 5HEARWALL ELECTRICAL PANEL OPENING 15 TYPICAL STRAP AT FLOOR FRAMING I G 17 EDGE NAILING (EN) STAGGERED @ DBL PLATES EDGE NAILING (EN) AS CALLED FOR ON PLANS * SECTIONS FIELD NAILING NOTE: SHEAR PLYWOOD AND APPLIES TO EDGES OF ALL SHEETS * AT ALL INTERIOR LINES WALL * ROOF: DBL JST5 TOP PLATES W/ SHEAR PLY AS FOLLOWS: 8d MIN @ 1 2"OC UNLESS NOTED OTHERWISE ON PLANS RAFTERS EDGE NAILING PER PLAN NAILING NOT SHOWN FOR AT SHEAR WALLSJH OF FC, TYP. FLOOR• OR STUDS I Od MIN @ 1 2"OC UNLESS NOTED OTHERWISE ON PLANS EDGE NAILING (EN) SEE PLAN FOR FRAMING 8d MIN @ G --OC UNLESS NOTED OTHERWISE ON PLANS 2X BLKG, TYP. 3x MIN 2x MIN OPEN 51MP50N 5T22, TYP. 2-2X BLKG MATCH DEPTH OF FRAMING SEE PLAN FOR 5P SHEATHING 3/8 � _. ��3/,,-, STAGGERED NAILING DETAIL (OPENINGS TO BE 4'-0" 5Q MAX) CLARITY. 1. WHERE 5P CONTACTS WALL PLATES * SOLID BLOCKING MIN. WALL FRAMING PER PLAN OVER WALL CONSTRUCTION. SEE DETAILS ON THI5 0 STRUCTURAL PLYWOOD � PLYWOOD 51DING NAILING SHEET. HOLDOWN AS SPECIFIED HEADER PER PLAN 2. AT 4X STUD ADJACENT TO HOLDOWN STRAP SEE DETAIL 55TB202 STUDS (ASPLAN ON THI5 SHEET. 0 HOLDOWN STUD (KING STUD) W/ AT ROOF * FLOOR - DIAPHRAGMS #5x I G SHEAR PLY EDGE NAILING PER PLAN 1. AT BLOCKING OR TOP P5 OVER SHEAR WALLS. 0 /� (SEE HOLDOWN SPECIFICATION TABLE, 2. AT TIES * BEAM IN LINE WITH SHEAR WALLS. REQ -D) SHEET 53J, FOR MINIMUM THICKNESS) 3. ADDITIONAL NAILING5 AS NOTED ON DRAWINGS. C A CONCRETE 4 a 0 0 NOTES: FOUNDATION (1) #4 TOP/BOT I WHERE8d NAIL5 ARE SPACED @ 2/2"OC OR LE55 OR I Od 0 TRIMMERS PER PLANHOEDOWN AND STUD BOLTS @ 3'OC OR LESS, NAILS SHALL BE STAGGERED 55TB34 PER PLAN FRAMING 5P JOINTS SHALL BE 3X OR LARGER.5EE DETAIL 24" 13/4" AT RIGHT. 0 0 2. WHERE I Od NAILS ARE SPACED @ 3"OC OR LESS, NAIL5 HDU 14 51MP50N RFB#4 OR #5 SHALL BE I Od SHORTS. SEE TYP NAILING SCHEDULE. 0 VERTICAL GRAIN BLOCKING (AS REQ'D) 3. STAGGER 5P JOINTS WHERE SHEAR WALL 15 MORE THAN low PER PLAN W/ SHEAR PLY EDGE NAILING PER PLAN ONE VERTICAL PANEL IN HEIGHT. I Od MIN @ 1 2"OC UNLESS NOTED OTHERWISE ON PLANS EDGE NAILING (EN) SEE PLAN FOR FRAMING 8d MIN @ G --OC UNLESS NOTED OTHERWISE ON PLANS 2X BLKG, TYP. 3x MIN 2x MIN OPEN 51MP50N 5T22, TYP. 2-2X BLKG MATCH DEPTH OF FRAMING SEE PLAN FOR 5P SHEATHING 3/8 � _. ��3/,,-, STAGGERED NAILING DETAIL (OPENINGS TO BE 4'-0" 5Q MAX) CRIPPLE 50LE PLATE W/ EDGE NAILING PER DIA MIN. HOEDOWN 0 0 STRUCTURAL PLYWOOD � PLYWOOD 51DING NAILING 19 HOLDOWN AS SPECIFIED 0 O 55TB202 STUDS (ASPLAN RFB 0 0 DETAIL #5x I G Gil 0 0 /� 5/8" I I REQ -D) � RFB * II II A CONCRETE 4 a 0 0 HDU4 FOUNDATION (1) #4 TOP/BOT 0 0 a e FLOOR JOISTS W/ BLOCKING BETWEEN 55TB34 HDU8 0 24" 13/4" HDU I I 0 0 MIN HDU 14 51MP50N RFB#4 OR #5 0 0 INSTALL SSTB I Od MIN @ 1 2"OC UNLESS NOTED OTHERWISE ON PLANS EDGE NAILING (EN) SEE PLAN FOR FRAMING 8d MIN @ G --OC UNLESS NOTED OTHERWISE ON PLANS 2X BLKG, TYP. 3x MIN 2x MIN OPEN 51MP50N 5T22, TYP. 2-2X BLKG MATCH DEPTH OF FRAMING SEE PLAN FOR 5P SHEATHING 3/8 � _. ��3/,,-, STAGGERED NAILING DETAIL (OPENINGS TO BE 4'-0" 5Q MAX) TYPICAL HOLDOWN AT WINDOW/DOOR 18 30" REBAR 5" LENGTH MIN MIN //\450 51MP50N CRIPPLE 50LE PLATE W/ EDGE NAILING PER DIA MIN. HOEDOWN PER PLAN ANCHOR STRUCTURAL PLYWOOD � PLYWOOD 51DING NAILING 19 HOLDOWN AS SPECIFIED TYPICAL OPENING IN ROOF OR WALL PLYWOOD 20 55TB202 STUDS (ASPLAN RFB 1211 DTT2Z DETAIL #5x I G Gil HTT5 DIAPHRAGM 5/8" I I REQ -D) � RFB * II II A CONCRETE 4 a #5x I G u HDU4 FOUNDATION (1) #4 TOP/BOT (2) 2x HDU5 a e FLOOR JOISTS W/ BLOCKING BETWEEN 55TB34 HDU8 a 24" 13/4" HDU I I SET JOISTS @ BEARING POINTS MIN HDU 14 51MP50N RFB#4 OR #5 THRU-BOLT M INSTALL SSTB ANCHOR W/ EPDXY-TIE 5� low PER PLAN MIN STEM 5B I x30 I N5TALL SSTB I " MIN @ 45d TO PROVIDE 3/4' HOLE EMBED PER PER TABLE HDQ8 @ 45d TO STEM WALL 45° 45° SIMPSON SSTB PER STEM WALL 24" RIM J015T PER PLAN FLOOR PLY W/ NAILING PER PLAN 4x (20) 5D5%4"x3" HDQ8 55TB282 PLAN OR DETAILS I 3/4� 450 MIN 55TD 8" 24" 3j4� SLAB @ DOUBLE POUR (20) 5D5%4"x3" HDQ I I PAB7-24 PLAN OR DETAIL51MP50N S 1 " 8" MIN CONCRETE AS OCCURS 4xG a d a PAB7-24 PAB7-24 o n a d o ° P.T. MUDSILL W/ AD'S PER PLAN EMBEDMENT LINE 15 24" (4) #4 TOP � BOT 10'-0" EA. DIRECTION 4x8 o d a a a SHEAR PLY EDGE NAILING PER PLAN NOTED AS SSTB �� MIN a. a a s d a a as '� 5" MAXMIN AR a d .a LENGTH PEP, ER a 4 aa. HOLDOWN ANCHOR BOLT OR THREADED ROD EMBED. TABLE PER HOLDOWN SPECIFICATION TABLE (DETAIL 22/5D2) LENGTH 4 a, a E a a a a a .d a TO MATCH HOLDOWN - BLOCK OUT @ FOOTING LE PER a PER PLANEM LONGITUDINAL RE INF. STEM WALL MIN REBAR B a a a (ASI REQ D) AND USE COUPLER TO FIT (AS REQ D) TABLE 3 �� I /4 IN FOOTING, SEE PLAN PER PLAN LENGTH PER a a ° a a oa a . MIN OR DETAILS (#4 MIN) TABLE a _ REBAR PERP N # M I CONCRETE FOUNDATION PER PLAN (NOTE: SSTB DOES NOT ° TYPICAL NEED TIE TO REBAR) CONDITION END f e #4 VERTICAL TIED TO ANCHOR BOLT W/ HOOK INTO FOOTING AS REQUIRED ✓ CONDITION (SEE CONCRETE STEM WALL * SHEET 5D 1) FOOTINGS PER PLAN SECTION TYPICAL HOLDOWN AT WINDOW/DOOR 18 30" REBAR 5" LENGTH MIN MIN //\450 51MP50N STUD OR POST DIA MIN. HOEDOWN PER PLAN ANCHOR EMBED. SINGLE POUR HOLDOWN AS SPECIFIED HDU2' 55TB202 55TB202 SEE TABLE AND APPLICABLE RFB 1211 DTT2Z DETAIL #5x I G Gil HTT5 P.T. SILL PLATEaL 5/8" I I HDU2 � RFB * II II A CONCRETE 4 a #5x I G u HDU4 FOUNDATION (1) #4 TOP/BOT (2) 2x HDU5 a e 55TB28 55TB34 HDU8 a 24" 13/4" HDU I I SET 7/8" * MIN HDU 14 51MP50N RFB#4 OR #5 THRU-BOLT WALL OR FTG HDQ8 ANCHOR W/ EPDXY-TIE 5� (30) 5D5%4"x2 %2" WIDTH 5B I x30 ADHESIVE PER TABLE MIN I " G" MIN STEM 24" PROVIDE 3/4' HOLE EMBED PER TYPICAL HOLDOWN AT WINDOW/DOOR 18 30" REBAR 5" LENGTH MIN MIN //\450 51MP50N REQUIRED EPDXY-TIE DIA MIN. HOEDOWN ADHESIVE FOR FULL ANCHOR EMBED. SINGLE POUR 'HD' CAPACITY HDU2' 55TB202 55TB202 5/8" RFB 1211 DTT2Z 5 E #5x I G Gil HTT5 55TB242 5/8" G" HDU2 (1) #4 TOP/BOT RFB * 1011 HDU5 5 E #5x I G 5/8" HDU4 2 1 " (1) #4 TOP/BOT (2) 2x HDU5 HDU8 55TB28 55TB34 HDU8 8" 24" (2) #4 TOP � BOT 5'-G" EA. DIRECTION HDU I I SET 7/8" * 15" HDU 14 I " THRU-BOLT 24" HDQ8 4xG (30) 5D5%4"x2 %2" HDU 14 a a a o as a I 3/4.. MIN a a SIMPSON SSTB STEM WALL PER PLAN OR DETAILS HOLDOWN APPLICABLE 51MP50N MODEL NO. DIA STEM NMIN EMBED Le MIN REBAR IN FOOTING HD P05T HD TO POST CONNECTION SINGLE POUR DOUBLE POUR HDU2' 55TB202 55TB202 5/8" G" 1211 (1) #4 TOP/BOT (2) 2x (G) SDS%4"x2 %2' HDU4I 55TB24 2 55TB242 5/8" G" 1711 (1) #4 TOP/BOT (2) 2x (10) SDS %4"x2 %2" HDU5 55TB24 55TB24 5/8" G" 2 1 " (1) #4 TOP/BOT (2) 2x ( 14) 5D5 %4'x2 %2" HDU8 55TB28 55TB34 7/8" 8" 24" (2) #4 TOP � BOT 5'-G" EA. DIRECTION 4x (20) 5D5 %4"x2 %2' HDU I 1 5B 1 x30 55 1 x30 I " 8" 24" (4) #4 TOP BOT 10'-0" EA. DIRECTION 4xG (30) 5D5%4"x2 %2" HDU 14 5B I x30 5B I x30 I " 8" 24" (4) #4 TOP BOT 10'-O" EA. DIRECTION 4xG HDQ8 55T52 '52 55TB34 7/8" 8" 24" (2) #4 TOP BOT 5'-G" EA. DIRECTION 4x (20) 5D5%4"x3" HDQ8 55TB282 55TB34 7/8" 8" 24" (3) #4 TOP BOT 7'-0" EA. DIRECTION 4xG (20) 5D5%4"x3" HDQ I I PAB7-24 PAB7-24 1 " 8" 24" (4) #4 TOP * BOT 10'-0" EA. DIRECTION 4xG (24) SIDS %4"x2 %2" HDQ 14 PAB7-24 PAB7-24 I " 8" 24" (4) #4 TOP � BOT 10'-0" EA. DIRECTION 4x8 (24) 5D5 %4'x2 %2" PER PLAN I . FOR RETROFIT APPLICATION, OMIT SSTB. REFER TO DETAIL 21/5D2. 2. PROVIDE 55TBXXL ANCHOR BOLT FOR 3x MUD SILLS. STEM WALL 3. SEE ADDITIONAL DETAILS AS APPLICABLE FOR ALTERNATIVE HOLDOWN REQUIREMENTS. 12" MIN FOR PER PLAN 4. ALL HARDWARD TO BE SIMP50N OR EQUAL. 7/8' SSTB 5. PROVIDE 8" DIA. OR 8" 5Q DEEPENED AREA AROUND HOLDOWN ANCHOR TO ACHIEVE 3" CLEAR COVER BELOW BOTTOM OF HOLDOWN ANCHORS AS REQUIRED. G. ALL HOLDOWN NAILS TO BE COMMON WIRE NAILS U.N.O. CORNER 7. CONNECT DOUBLE HOLDOWN STUDS TOGETHER WITH (24) 1 Gd SINKER NAILS MINIMUM. CONDITION 98. . HDU WHEN 4 51NGREQUTAI HEAVY HEX NOR HHOT-DIP GALVANIZED CONNECTORS, THE CONNECTORS AND FASTENERS SHOULD BE OF THE SAME MATERIAL. 10. CONTINUE HD P05T TO MUDSILL OR PROVIDE 50LID BLOCKING. 1 1 . MINIMUM CONCRETE COMPRE551VE STRENGTH 15 2500p5i. FOR 2000p5i ALLOWABLE LOAD5 ARE 0.89x THE TABLE ALLOWABLE LOADS. FOR CORNER CONDITIONS, ALLOWABLE LOADS BASED ON 2000p51 CONCRETE. TABLE 12. I Gd SINKER OR I Od COMMON NAILS MAYBE SUBSTITUTED FOR SPECIFIED I Gd COMMON NAILS Al 0.85x THE ALLOWABLE TABLE LOADS. ELEVATION SECTION *USE COUPLER NUT AND ADDITIONAL THREADED ROD AS NEEDED 13. CALCULATE ALLOWABLE LOADS U51NG STRAIGHT LINE INTERPOLATION FOR CORNER DISTANCES BETWEEN %2' AND 8". 14. SEE CURRENT 51MP50N CATALOG FOR ADDITIONAL DE51GN REQUIREMENTS. EPDXY-TIE HOLDOWN ANCHOR 21 55TB INSTALLATION AND DETAILS 22 Y:\ARCHIVE\5UMMITAVE HDD-LUNDBERG-ADDITION (08291 G)\CAD - STRUCTURAL 4 3 2 I r t` Q)v z Lu vLu IZ/ z J -,, 0 o �o ,T= n LLJ .. Lu —� �> �} —z sJ 6 Lu � mo THIS DOCUMENT CONTAINS INFORMATION THAT IS PROPRIETARY TO CULLUMBER ENGINEERING AND DESIGN, INC. AND IS FURNISHED FOR THE PURPOSES OF REVIEW, BIDDING OR CONSTRUCTION OF THE PROJECT LISTED IN THE JOB TITLE BOX BELOW, AND SHALL NOT BE USED FOR ANY OTHER PURPOSE OR RELEASED TO ANY OTHER PARTY WITHOUT THE WRITTEN CONSENT OF CE#D. INFORMATION CONTAINED HEREIN IS AN INSTRUMENT OF PROFESSIONAL SERVICES AND SHALL REMAIN THE PROPERTY OF CE*D. ALL RIGHTS RESERVED COPYRIGHT 201 G. Q F— w D H U N w w � � o Q �o QRpFESS/ON! 9 WESLEY CULWMBER z x No. 80G75 1 gyp, 03-31 NO. REVISIONS 0 PLAN CHECK I - 02/09/ 17 0 0 SCALE: AS NOTED DATE: 09/22/201 G DRAWN BY: C.D. CHECKED BY: W.C. JOB NO: 08291 G SHEET NO. 5D2 5 4 3 2 24 GA METAL FLASHING BEAM PER PLANEXT WALL FINISH p m BETWEEN CONC. SLAB AND RIMBOARD 2X DF WALL PER PLAN ! u v c� POSTS W/ POST BA5E5 PER PLANS 2X DF WALL (WHERE NEW EXIST OCCURS) I % MIN SLOPE POST PER PLAN NEW EXIST 2X DF WALL (WHERE OCCURS) EDGE NAILING EDGE NAILING PER PLAN SUB FLOOR, PERt-u) PIAN 1w z z J .R,,. m u p OPT. ROUGHENED SLAB ON GRADE AWAY FROM BLDG EDGE NAILING (N) 2X LEDGER PER PLAN, ATTACH TO RIM RIM JOIST 2X CONT. RIM, ATTACH TO --- g CONSTRUCTION JT. PER PLAN (E) (E) PLATE W/ A35 @ 24" O.C. ■ ■ o (E) RIM J015T SLAB ON GRADE BC POST BASE FOOTING PER PLAN (E) 5UBFLOOR J015T PER PLAN OR EDGE NAILING PER PLAN LET -IN @ 48" O.C.�� - m Ln #4 @ 18" O.C. ; .- PER PLAN (E) SUBFLOOR D I I -call . MIN �gq i ,,�I(E) 8" MIN irini-T I - FLOOR JOIST (E ) FLOOR JOIST • 711 PTDF PLATE a . 8" MIN I' -G" MIN-- •' BOLT f.r Lu > > ""ANCHOR COMPACTED _ _ I— BACKFILL I I I -I I -I I PTDF PLATE PCZ POST CAP 4X BLK'G, ALIGN W/POST 4X4 POST I I. PTDF PLATE I -G TO FLOOR JOIST _ _ 'G" I 1= _ z _I ( c� cn 1 III -I I I_ I I ABOVE AND BELOW, HU4G _III=I I _ , 1 Lu PER FTG SCHEDULE —III = .a � .: • �� �c-) I .: 8 COMPACTED -I � , , ADD 8" ALL THREAD A5 NEED, BACKFILL 1 2" FROM ALL EDGES, 48" EA. END SIMPSON CBSQ POST BASE FLOOR JOIST ADD a ALL THREAD AS NEED, 12 � I PER PLAN FROM ALL EDGES, 48 O.C., 6 PER FTG SCHEDULE �— I - 8" - m o FOOTING PER PLANL EMBED, 51MP50N SET EPDXY J 3" CLR #4 CONT. TOP � 50TT PROVIDE " " #4 VER @ 48 WHEN WALL >30 O.C., G" EMBED, 51MP50N SET EPDXY - ` a o n ° 3 CLR #4 CONT. TOP 60TT PROVIDE #4 VER 48" WHEN WALL >30" @ THIS DOCUMENT CONTAINS INFORMATION THAT 15 PROPRIETARY TO CULLUMBER TALL. ALTERNATE LEGS. ao _. �ii�/i��i�ii✓� TALL. ALTERNATE LEGS. ENGINEERING AND DESIGN, INC. AND IS PER FTG i���;\���\ a. ���� 3.° (E) FOOTING PER FTG FURNISHED FOR THE PURPOSES OF REVIEW, BIDDING OR CONSTRUCTION OF SCHEDULE (E) FOOTING a a° SCHEDULE THE PROJECT L15TED IN THE JOB TITLE BOX BELOW, AND SHALL NOT BE USED UNDISTURBED SOIL FOR ANY OTHER PURPOSE OR RELEA5E1 OTHER WITHOUT THE TO ANY PARTY TYPICAL STEM WALL FLOOR J015T CONNECTION 30 (N) FLOOR JOISTS TO (E) FOOTING AND FLOOR JOISTS 31 SPOT FOOTING AT BEARING WALL 32 (N) FLOOR JOISTS TO (E) FOOTING AND FLOOR JOISTS 33 TYPICAL STEM WALL FLOOR J015T CONNECTION 34 WRITTEN CONSENT EREIN 15AN I ORMATIONCONTAINED HEREIN E INSTRUMENT OF PROFESSIONAL SERVICES AND SHALL REMAIN THE EXT WALL FINISH 2X DF WALL PER PLAN PROPERTY OF CEf-D. RESERVED COPYRIGHT ALL RIGHTS 2016. 24 GA METAL FLASHING E.N. ALONG ALL BETWEEN CONC. SLAB 2X CONT. RIM, ATTACH EN2X PANEL EDGES AND RIMBOARD TO PLATE W/ A35 @ 24" O.C. (N) SUBFLOOR P.W. (E) STUD SUB FLOOR, PER I %MIN SLOPE PLAN (N) FLOOR JOISTS PER PLAN WALL POST PER PLAN 51MP50N EDGE NAILING AWAY FROM BLDG P05T BASE ROOF TRUSS a PTDF PLATE J015T PER PLAN OR LET -IN @ 48" O.C. ADD 8' ALL THREAD AS NEED, 8"XS" PEDASTAL SLAB ON GRADE C51 G OVER 4X4 BLKG 2X BLK'G W/A35 @ 24" O.C. SLAB ON GRADE 12" FROM ALL EDGES, 48" (WHERE OCCURS) PER PLAN i 1= _ III -I I�` I O.C., G" EMBED, SIMPSON (N) FLOOR J015T SET EPDXY HEADER SHEAR WALL PER PLAN =I I I� ;..a 7° HANGER, PER PLAN COMPACTED � I' -G" MIN NCRETE C BACKFILL PTDF PLATE G" 8' ANCHOR BOLT SLAB (N) 2X LEDGER PER PLAN, ATTACH TO (E) STUDS ' (E) #3 BARS W/ G" HOOK E.N. ALONG ALL SHEATHING SHALL BE INSTALLED H I @ EA SINGLE TRU55 H I OA -2 @ DBL TRUSS a EDGE NAIL AT BASE PANEL EDGES OVER THE ENTIRE P.W. • 811 Ulm: 11 .REINFORCEMENT 1 Ll- PAD PER PLAN FOOTING FRAME 11 3 CLR #4 CONT. TOP BOTT PROVIDE #4 VER @ 48" WHEN WALL >30" Ig II l- PER PLAN HOEDOWN PER PLAN 2X STUD WALL r V 1 ..1 TALL. ALTERNATE LEGS. (E) FOOTING mm PER FTG SCHEDULE W < G) V, Q TYPICAL STEM WALL FLOOR J015T CONNECTION TYPICAL 35 (E) FOOTING TO FLOOR CONNECTION 3G P05T BASE 37 BLOCK HEADER 38 TYPICAL HIP END TRU55 CONNECTION 39 -' < �U 2-1 GD @ 2X4 FLAT BOUNDARY NAILING P.W. OR GP. BD. @ SHEARWALL PTDF SILL PLATE PER 3-1 GD BRACE TO 4-1 OD @ 2XG BLIC'G BLKG INTO GABLE ROOF SHEATHING BOUNDARY NAILING @TRUSS BLOCKING (SEE PLAN * 5CHED.) W/ FINISH PANEL SCHEDULE MATERIAL A5 REQ'D 2XG BLIC'G 2-1 GD 2X4 TRUSS @ PER PLAN FLAT BLKG PROVIDE TOP CHORD TRUSS BLOCKING r 1 V J 511 2X STUDS @ I G" O.C. g A.B., 4811 O.C., 1 2 NTCX ACCOMODATE O > #4X 18" DOWELS @ 24" (E) CONCRETE FROM ALL EDGES LH�TO � O O.C. W/ 4" EMBED 51MP50N 5ET-XP EPDXY SLAB EDGE NAIL E.N. 2x4 LEDGER W/ (2) I Gd TYPICAL TRUSS BLKG (- _._. R OPT. ROUGHENED CONCRETE SLAB NAILS @ 24 O.C. W/ 2XG BLKG I A34 CLIP PANEL BY r n O CONCRETE SLAB CONSTRUCTION JT. PER PLAN I MFR, WEBTRUSS F CONI` v J PER PLAN ° #4 @ 18" O.C. BY TRUSS MFR :MIN a ' . 8" MIN 11-8" ROOF TRU55 B VAPOR BARRIER 11= PER PLAN -.�- -G° COMPACTS — —_— I—III-I I BACKFILL PER PLAN _ COMPACTED OR ,. . < PER FTG SCHEDULE I—III a :-.'.A �=I I 811 ROOF TRUSS Fw a UNDISTURBED2X4 3" CLR BRACE LU524 HANGER " 48 O.C. j GRADE`- (E) FOOTING #4 CONT. TOP BOTT PROVIDE #4 VER @ 24" WHEN WALL >30" @ 2x LEDGER PER PLAN GABLE END TRUSS TALL. ALTERNATE LEGS. ATTACH TO TOP A34, BRACE TO PER FTG PLATE W/ A35 @ TOP PLATE (2) 2X4 TOP PLATES IGD TN @ 8" O.C. TYP. A35 @ 24" O.C. SCHEDULE 0 24" O.C. A35 @ 24" O.C. EA SIDE @BOT. o J � C1 (N) SLAB TO (E) FOOTING 40 TYPICAL GARAGE WALL CONNECTION 41 TRUSS TO WALL CONNECTION 42 TRUSS BLOCKING 43 QRpFFSS/0/y q �o ! 2XG LEDGER W/ (2)%4"X X3%2' 5D5 EDGE NAILING WESLEY Fc CULLUMBER , WOOD SCREWS @ EACH STUD z W 80675 m (E) 2X STUD P.W. U2G, (E) 2X STUD P'W' No. y� �03-3 17 Exp. �Ta E.N. 2X STUD WALL P.W. WALL E.N. (N) 5UBFLOORCEILING ROOF RAFTER TYP. WALL PER PLAN ROOF RAFTER PER PLAN G'VIL °F ✓ JOIST EDGE NAILING E.N. P•W RAFTER PER PLAN P.W. (N) FLOOR JOISTS PER PLAN P W 2X BLK'G W/ A35 @ 24" O.C. NO. REVI510N5 PER PLAN CEILING JOIST JOIST BLKG (E) FLOOR E N (E) FLOOR PER PLAN QI PIAN CHECK I - 02/09/ 17 Q II @ 48 O.C. JOISTS I 2X BLKG W/ JOISTS E.N. A35 @ 24" A O.C. (G) IOD NAILS, RAFTER TO J015T 0 1.75"LVL BLK1G OR RIM ATTACH TO (N) FLOOR JOIST SCALE: AS NOTED TOP PLATE W/ A35 24" O.C. OR PER HANGER, PER PLAN LUS 2X STUD WALL H I @ EA RAFTER SCHEDULE BEAM PER PLAN (E) RIMBOARD TYP. (E) RIMBOARD DATE: 09/22/2016 (N) 2X LEDGER PER PLAN, ATTACH TO (E) STUDS L\F-t E.N. HI @ EAto P.W.DRAWN BY: C.D. CHECKED BY: W.C. RAFTER H I @ EA RAFTER E.N. BEAM PER PLAN (G) I OD NAILS, JOB NO: 0829 I G RAFTER TO JOIST SHEET NO. 5a3 EXTERIOR BEARING WALL 44 RAFTER TO BEAM CONNECTION 45 EXTERIOR BEARING WALL 4G EXTERIOR BEARING WALL 47 RAFTEWCEILING JOIST TO WALL CONNECTION 48 Y:\ARCHIVE\SUMMITAVE HDD-LUNDBERG-ADDITION (0829 I G)\CAD - STRUCTURAL 4 3 2 1 THIS DOCUMENT CONTAINS INFORMATION THAT 15 PROPRIETARY TO CULLUMBER ENGINEERING AND DESIGN, INC. AND 15 FURNISHED FOR THE PURPOSES OF REVIEW, BIDDING OR CONSTRUCTION OF THE PROJECT LISTED IN THE JOB TITLE BOX BELOW, AND SHALL NOT BE USED FOR ANY OTHER PURPOSE OR RELEASED TO ANY OTHER PARTY WITHOUT THE WRITTEN CONSENT OF CE*D. INFORMATION CONTAINED HEREIN IS AN INSTRUMENT OF PROFESSIONAL SERVICES AND SHALL REMAIN THE PROPERTY OF CE#D. ALL RIGHTS RESERVED COPYRIGHT 201 G. w Lu J C) �o Q,?,Of ss/o,y l q WESLEY F� CULLUMBER 2 No. 80675 Exp 03-3 -1 �✓� 9 F b NO. U REVISION5 0 0 0 SCALE: A5 NOTED DATE: 09/22/201 G DRAWN BY: C.D. CHECKED BY: W.C. JOB NO: 08291 G SHEET NO. 5D4 Ln O U UU' LU z z Lu� � Lu U �O 0 (0 -.., ULuO Lu ■■ 0 Lu Lu u z Ln J CV N LOU ..J O kJ m m THIS DOCUMENT CONTAINS INFORMATION THAT 15 PROPRIETARY TO CULLUMBER ENGINEERING AND DESIGN, INC. AND 15 FURNISHED FOR THE PURPOSES OF REVIEW, BIDDING OR CONSTRUCTION OF THE PROJECT LISTED IN THE JOB TITLE BOX BELOW, AND SHALL NOT BE USED FOR ANY OTHER PURPOSE OR RELEASED TO ANY OTHER PARTY WITHOUT THE WRITTEN CONSENT OF CE*D. INFORMATION CONTAINED HEREIN IS AN INSTRUMENT OF PROFESSIONAL SERVICES AND SHALL REMAIN THE PROPERTY OF CE#D. ALL RIGHTS RESERVED COPYRIGHT 201 G. w Lu J C) �o Q,?,Of ss/o,y l q WESLEY F� CULLUMBER 2 No. 80675 Exp 03-3 -1 �✓� 9 F b NO. U REVISION5 0 0 0 SCALE: A5 NOTED DATE: 09/22/201 G DRAWN BY: C.D. CHECKED BY: W.C. JOB NO: 08291 G SHEET NO. 5D4 'vJ r