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B16-2565 047-640-015
FLOO PLAN ( X15T1 6) SCALE: 1 /8" - 1.0' BUTTE COUNTY NOV 17, 20115 DEVELOPMENT SERVICES 214-o's65 24'-0" III 46-0" L 24'-0' FOUNDATIO PLAN (XISTI ) SCALE: 1 /8" - 1.0' 55'-0" 2'-6" 1 3'-6" _ 1 2'-O" 1 q' -q 1 /2" 3'-O 1 / 8'-3" 2'-1 1" 16'-0* 2'-b" "7'-6" $ BEDROOM 1 S 165 so FT 2666 60M 60565H 3056FX 5Q P05T5 TO BE REMOVED — P05T TO BE REMOVED LHALF WALLS TO HALF WALL TO REMOVED BE REMOVED ., .. _.u, ,»..y> .�,..... 1690 MASTER Bh r T in BUILDING L SO O DESIGN o sa johnson 100"7®gm DOOR. TO BE REMOVED � d\ tu Q I T- 0, WINDOWS TO BE REPLACED WITH: LocATIoNs:. WALL TO BE REMOVED ' r- 256 SOFT KITCHEN 6q0 SOFT TOTAL —11 KITCHEN 26M ADDED TO '` rwo aosa wmoows (acww) , On[ 6000 FRENI:M CJOF. (BF-C>Y C,ENT�R? RESIDENCE) -1 uz CABINETS z TO BE REMOVED ` 3066 OARAGE: DOOR TO BE REMOVED O O I Tw 4n 10 wN—H5iA^_SOV:i KITCHEN O AND REPLACED 0 .1 � DOOR TO BE �j 'acs S SHO_ WN A tsl 256 50 FT "`� - REMOVED JNE 4J3Cw v—fABOVE p—p') I U � �1 N 2'X2' SKYLI6HT ff1 W (EXISTING) 6 DN N WALL TO BE FIREPLACE DOOR TO INSERT e c�Ory BE REMOVED EXISTING sosou �°' aoeou TO BE MOVED r 7sc I7 4'X4' 5KYLI6HT L FRENCH DOOR 60621 FIXED SLA55 + _--�(EXI5TING) HALF WALL TO SUNKEN LIVING ROOM FLOOR TO BE BE REMOVED MASTER BDRM n Q RAISED 1 2' TO MEET EXISTING FLOOR IN ADJOINING ROOMS. 242 SQ 2'X4' SKYLIGHT_ (EXISTING) Iiv}1 LEVELS WALL TO HALF WALL TO BE DINING BE REMOVED LIVING EXTENDED TO CEILING 164 sa FT z� BEDROOM 2 161 50 FT BATH 1 122 50 FT 4 T• — soaas UM29 5Q P05T5 TO BE REMOVED — P05T TO BE REMOVED LHALF WALLS TO HALF WALL TO REMOVED BE REMOVED ., .. _.u, ,»..y> .�,..... 1690 MASTER Bh r T in BUILDING L SO O DESIGN o sa johnson 100"7®gm DOOR. TO BE REMOVED � d\ tu Q I T- 0, o LocATIoNs:. WALL TO BE REMOVED ' r- 256 SOFT KITCHEN 6q0 SOFT TOTAL —11 KITCHEN 26M ADDED TO RESIDENCE) -1 uz CABINETS z TO BE REMOVED ` 3066 OARAGE: DOOR TO BE REMOVED O .c� tu DATE: KITCHEN O AND REPLACED 0 .1 � DOOR TO BE �j 'acs S SHO_ WN A tsl 256 50 FT "`� - REMOVED I U � �1 N 2'X2' SKYLI6HT (EXISTING) 6 WALL TO BE EXTENDED C.. FRONT DOOR 3068 OVAL GLASS IN TOP HALF 3 SIDE LIGHTS TOP BEDROOM 16s 5!3HALF OF SIDE .- PANELS PORCH 6050SH 1 6-O" 9 OVL OT S: THE AREA TO BE REMODELED IS THE LIVING ROOM 434 SO. FT. AND THE KITCHEN 256 50. FT. THE TOTAL AREA WHERE THE PRIMARY WORK IS TO BE PERFORMED TOTALS 6q0 50. FT. (ALL WORK 15 BEING PERFORMED WITHIN THE EXI5TING AREA OF THE RESIDENCE) SHADED AREA TO BE REMODELED FLOOR PLAN (E 15TINW SCALE: 1 /8'- 1.O' MAX RAMIREZ - GOLDEN SUN DESIGN - ENERGY CALC5 2215q SAM50N AVENUE, CORNING, CALIFORNIA -16021 PHONE: (550) 821-1242 CELL EMAIL ADDRESS: Maxor-adMama.com 7VMM11 =I mv—V--"W".— - �I—IURP'lL- 383 RIO LINDO AVENUE #200, GHICO, GA g5g26 (550)582-4407 WORK EMAIL ADDRESS: Andy®5ummitChico.com BATH 2 �— — ® WATER HEAT1 (EXISTING) I II GARAGE L 151 SO FT — ARCH D (24- X 56") WHILE EVERY ATTEMPT HAS BEEN MADE IN THE PREPARATION OF THIS PLAN TO AVOID MISTAKES, THE MAKER CANNOT GUARANTEE AGAINST HUMAN ERROR BUILDING CONTRACTOR / HOME OWNER TO REVIEW AND VERIFY ALL DIMENSIONS, SPECS, AND CONNECTIONS BEFORE CONSTRUCTION BEGINS. ENERGY GALLS BY: GOLDEN SUN DE51GN5 MAX RAMIREZ THESE PLANS HAVE BEEN REVIEWED ONLY FOR COMPLIANCE WITH ATTACHED STRUCTURAL CALCULATIONS. THE ENGINEER'S STAMP ON THIS PLAN 15 VALID ONLY WITH A LETTER SIGNED BY THIS ENGINEER FOR EACH 505OLS 24'-0" I, G:\U5ers\Steve\Document5\chief X8 Pians\Marl uire, Robin < Matt\Maguire Remodel Layout.layout OWNER: MATT d ROBIN MAGUIRE (q 16) 765-2537 CELL (530) 453-1447 CELL EMAIL ADDRESS: robinbmaguireagmall.com w SwSHEET a COPYRIGHT 20 16 STEPHEN A. JOHN50N - PF51GNFK 1 525 CITRUS AVENUE CHICO, CA 95 q 26 CELL, 530-570-0011 EMAIL ADDRE55: sajohnson 10070gmail.c0m m STE HEN .JOHNSON r T in BUILDING L SO O DESIGN o sa johnson 100"7®gm all.com EM...-Oi EL. -- tu Q I T- 0, o LocATIoNs:. ® V ' r- 256 SOFT KITCHEN 6q0 SOFT TOTAL (NO SOFT BEING ADDED TO RESIDENCE) -1 uz EXI5TING ' a � w OARAGE: 780 SOFT EXIST COVERED .c� tu DATE: 11/1"7/2016 Q d �j 'acs S SHO_ WN A tsl _w^^ U N 505OLS 24'-0" I, G:\U5ers\Steve\Document5\chief X8 Pians\Marl uire, Robin < Matt\Maguire Remodel Layout.layout OWNER: MATT d ROBIN MAGUIRE (q 16) 765-2537 CELL (530) 453-1447 CELL EMAIL ADDRESS: robinbmaguireagmall.com w SwSHEET a COPYRIGHT 20 16 STEPHEN A. JOHN50N - PF51GNFK 1 525 CITRUS AVENUE CHICO, CA 95 q 26 CELL, 530-570-0011 EMAIL ADDRE55: sajohnson 10070gmail.c0m STE HEN .JOHNSON CONSULTING BUILDING DESIGN 550-5-10-00,71 sa johnson 100"7®gm all.com EM...-Oi EL. -- o LocATIoNs:. 454 SOFT LIVING RM O r- 256 SOFT KITCHEN 6q0 SOFT TOTAL (NO SOFT BEING ADDED TO RESIDENCE) EXI5TING LIVABLE - IVABLE:2,814 SOFT EX15T 2,5 -7 4 OARAGE: 780 SOFT EXIST COVERED PATIO: 542 SOFT FRONT EXIST DATE: 11/1"7/2016 SCALE: �j 'acs S SHO_ WN P RMIT # f?1 BUTTE COUNTY DEVELOPMENT SERVICE3 REVIEWED FOR CODE COMPLIANCE 505OLS 24'-0" I, G:\U5ers\Steve\Document5\chief X8 Pians\Marl uire, Robin < Matt\Maguire Remodel Layout.layout OWNER: MATT d ROBIN MAGUIRE (q 16) 765-2537 CELL (530) 453-1447 CELL EMAIL ADDRESS: robinbmaguireagmall.com w SwSHEET a COPYRIGHT 20 16 STEPHEN A. JOHN50N - PF51GNFK 1 525 CITRUS AVENUE CHICO, CA 95 q 26 CELL, 530-570-0011 EMAIL ADDRE55: sajohnson 10070gmail.c0m I 22 189 SAMSON AVENUE, CORNING, CALIFORNIA 8602 1 PHONE: (5 30) 52 11-1242 CELL EMAIL ADDRESS: MaxaCadMamar-om " G:\Users\5teve\Documents\Chief XS Plans\MacGulre, Robin 4 Matt\Maguire Remodel Layout.layout STEPHEN A. JOHN50N - DESIGNER 5 a 5 RIO LINDO AVENUE #200, CHICO, GA 95g26 OWNER: MATT 4 ROBIN MAGUIRE 1525 CITRUS AVENUE (530) 592-4401 WORK (9 1 0 165-2331 CELL (530) 433-1441 CELL CHICO, GA 95926 EMAIL ADDRESS: Andye5ummitGhico.com EMAIL ADDRE55: robinbmaguireegmall.com CELL: 530-510-007 1 EMAIL ADDRE55: sajohnson 1 OOlogmall.com ARCH D (24" X 5(5' SIM WHILE EVERY ATTEMPT HAS BEEN MADE IN THE 4 PREPARATION OF THIS PLAN rJLj 1 TO AVOID MISTAKES, THE MAKER CANNOT GUARANTEE AGAINST HUMAN ERROR. BUILDING CONTRACTOR / HOME OWNER TO REVIEW AND VERIFY ALL DIMENSIONS, SPECS, AND CONNECTIONS 2'-6' 13'-6° 12'-0' 20'-0' 5'-101/16' .1i-6- 8- 6a 1i- 61 ,- 615/16a 1O 0a BEFORE CONSTRUCTION BEG 4X 4J 4010FX4010FX s� 4X DN � � 4050L5 40501.5 i ENERGY GALLS BY: 60 OFXI GOLDEN SUN 6068 LIVING ROOM De51GNs NOTES: MAX RAMIREZ I I I I 1. NEW FLOOR TO p FIREPLACE NOTES: BE RAISED 1 2" TO ' co (REFER TO PAGE 8) (,.�„ BE FLUSH WITH 0 C EXISTING FLOORS co I I I IN ADJOINING DN DN ROOMS. O I(2. EX15TING OSOy 6050L5 5040L5 •- ELEGTRIG L 505015 ��0�� OUT LETS BELOW 404OLS W Ilu NEFLOOR M a, r_ I LEVEL TO BE -T—RAISED TO I I STANDARD SMOKE/G.O. ALARM NOTES: HEIGHT A or"errsmaln ul Vt F- p 0 14 I I I I I ABOVE ( ( I I NEW FLOOR I I (REFER TO PAGE 8) CEILING NOTES: z -A - o f N \ EXp. e^• ^i2 1 �\ $ I BEDROOM 1 4'X4' SKYLIGHT (EXISTING) ��— LEVEL. (REFER TO PAGE 8) JJ (I , . a j V `� CAS ;,, BEDROOM NOTES: (REFER TO PAGE 8) g EXISTING HVAC w REGISTERS TO BE CONVERTEDco I I 2'X4 GHT I BEEN THESEPLANSOHAVEFOR r o OFFICE LI � / FROM WALL MASTER BDRM VINO (N� TING) {EXISTING) ���fff tT* M REVIEWED ONLY FOR R'EG15TERS BEDROOM NOTES: COMPLIANCE Y41TH ATTACHED STRUCTURAL CALCULATIONS. lu 1� TO FLOOR (REFER TO PAGE 8) REGISTERS IN A JJJ THE ENGINEER'S STAMP ON THIS PLAN 15 VALID ONLY WITH ^ J VImo-- A Z E' I I I( NEW FLOOR. I I Imo-, A Z a j ,J .tea ZN..UNIQUE <\ -a — I I I a A LETTER 516NED BY THIS ENGINEER FOR EACH BUILD. f1 } V co 12 o VAULTED �L�u\ 6 72 / V > ASTER SAT 2668 CEILING I I I I VAULTED I( E N BATHROOM NOTES: t a o j 6068 Iam_ CEILING (REFER TO PAGE 8) HVAC NOTES: °i (REFER TO PAGE 8) B -. HALLWAY FLAT CEILING 12' q 1 /4' — DIG �.., 2680 3, . Al, k.LWAY a pp FLAT GEILIN 1 ���111 1h, NOTE: CEI ING ABOVE DOORWAY TO 10 F \ n e 9 j t^ m t M '• E+ � BE FRAM DAT 8' PLATE LEVEL WITH `� 3 J � .- s- Q Z 2680 _ le _ WALLB.6ARD ABOVE -loneJ �,r.01 $ ' a < Fu �i 10 N �./ �/ // A A 4 3 f9W5D1 o .. m � Z D ' " iGITCHEN tub 1r I- -In tu O r MVAC Ct3ND. VNIT ° Ln BEDROOM BATHROOM NOTES: i n - �a __ ---' �_l ',r ,.. ">'ti 11.1 6'.-4" �O } �? �� 2'X2' SKYLIGHT (EXISTING) �` '4 111 } v tL V _1 ,1� 0 BEDROOM NOTES: (REFER TO PAGE 8) _ A h z — (REFER TO PAGE 8) BATH 1 A x ;/ > v ENTRY ter 1 it p ITGHEN NOTES: I- I >" . 'f . w t!I cv ry t- Z •ci (REFER TO PAGE 8) ccm cu 10 L� }�J O CLOSET e ° Ln "�E�, QL O W �Z }'� V Z d wa } �} '�' ava 1 LAEUNDRY iiNK I 1 la L\\ ti 4x8 i 4V5D1 {{ Lu ` '-1A. 2668 404015 1068FX 3068 680 1068FX 5050L5 -7 O �a I 5036L5 I WATER HEATER (EXISTING) PLUMBING, ELECTRICAL NOTES: LAUNDRY NOTES: (REFER TO PAGE 8) — — — — FLAT CEILING 8' I (REFER TO PAGE 8) I I- - - — O (K $T 2 I p Ln WATER HEATER NOTES: I (REFER TO PAGE 8) I Q � Q co 10 111 10 r BEDROOM 3 I PORCH I I 111 BEDROOM NOTES: 5'-4' 111 (REFER TO PAGE 8) BATHROOM NOTES: (REFER TO PAGE 8) Ln Ln 00 10 6008FX _..._. I 5 PHEN \ 16'-0' 13'-119/16' 11'-3' 23'-3 7/16' I I .JOHNSON CONSULTING 48"-0" BUILDING FLOOR PLAN STRUCTURALNOTES: I I a DESIGN 1.) SEE TYPICAL NOTE SHEET 5N AND TYPICAL DETAIL GARAGE I ° M 530-570-00'1 1 SHEETS 50 1-SD2 FOR ADDITIONAL INFORMATION. — — L— — — — — — SaJohnson 1007egm 2.) TYPICAL MINIMUM BEARING WALL FRAMING U.N.O.: ail.com EXTERIOR WALL: 2X6 OF STUD AT 1 W O.G. GARAGE NOTES: REMODEL_... INTERIOR WALLS: 2X4 OF STUD AT 16" O.G. (REFER TO PAGE 8) LOCATIONS: 454 SOFT LIVING RM 3.) SEE DETAIL 5/5D 1 FOR TYPICAL STUD WALL ELEVATION AND TYPICAL WALL OPENING SCHEDULE. 256 SOFT KITCHEN � — — — — — — — (NO SOFT 690 SOFT TOTAL SING 4.) DO NOT REMOVE OR MODIFY SUPPORT MEMBERS O OR HARDWARE FOR EXISTING FRAMING WITHOUT Ln I ADDED TO RESIDENCE) OR �� THE EXPRESS WRITTEN CONSENT OF THE ENGINEER O SCALE: 1/4* - 1.0' OF RECORD. I I EXISTING LIVABLE: 5.) ANY DISCREPANCIES BETWEEN FRAMING SHOWN AND ( 0 2,814 SOFT EX15T FIELD CONDITIONS SHALL BE IMMEDIATELY BROUGHT I I co GARAGE: ExlST TO THE ENGINEER OF RECORD. cov�RED ( I PATIO: 6.) ALL EXPOSED FRAMING SHALL BE PRESSURE 542 SOFT FRONT EXIST TREATED WITH TREATMENT PROCESS AND APPLICATION APPROPRIATE FOR EXPOSURE DATE: ACCORDING TO MFR'S WRITTEN GUIDELINES. SCALE: -1.) ALL STRUCTURAL MEMBERS SHALL BE FASTENED IN COMPLIANCE WITH 2015 GBG FASTENING SCHEDULE, SHOWN TABLE 2304.9.1, UNLE55 NOTED OTHERWISE 8.) PRIOR TO CONSTRUCTION, CONTRACTOR SHALL U REVIEW EXISTING ROOF, FLOOR, AND WALL FRAMING' 505015 U TO DETERMINE ALL LOCATIONS OF EXISTING STRUCTURAL SUPPORT. THE REMOVAL OR MODIFICATION SHEET' OF ALL EXISTING STRUCTURAL SUPPORT MEMBERS PERMIT #����' TO ACCOMMODATE THE PROPOSED CONSTRUCTION SHALL BE COORDINATED DIRECTLY WITH THE ENGINEER 24=0' BUTTE COUNTY DEVELOPMENT R IEWED SERVICES FOR OF RECORD. Do NOT REMOVE OR MODIFY ANY EXISTING�E�+IILIANE SUPPORT MEMBERS OR HARDWARE FOR EXISTING FRAMING WITHOUT THE EXPRESS WRITTEN CONSENT OF THE ENGINEER DAA - OF RECORD. o COPYRIGHT 2016 22 189 SAMSON AVENUE, CORNING, CALIFORNIA 8602 1 PHONE: (5 30) 52 11-1242 CELL EMAIL ADDRESS: MaxaCadMamar-om " G:\Users\5teve\Documents\Chief XS Plans\MacGulre, Robin 4 Matt\Maguire Remodel Layout.layout STEPHEN A. JOHN50N - DESIGNER 5 a 5 RIO LINDO AVENUE #200, CHICO, GA 95g26 OWNER: MATT 4 ROBIN MAGUIRE 1525 CITRUS AVENUE (530) 592-4401 WORK (9 1 0 165-2331 CELL (530) 433-1441 CELL CHICO, GA 95926 EMAIL ADDRESS: Andye5ummitGhico.com EMAIL ADDRE55: robinbmaguireegmall.com CELL: 530-510-007 1 EMAIL ADDRE55: sajohnson 1 OOlogmall.com cn 55UNKEN LIVING ROOM (1 2") (SLAB FLOORING E.X15TIN6, NEW FLOOR TO BE BUILT ABOVE) s LIVIN& ROOM NOTES: L 1 �-6n 11'-615/16" 1. 2X4 DF SLEEPER SHOT INTO EXISTING SLAB. 2.4X4 DF GIRDER STACKED ON TOP OF SLEEPER. I•. 3. 2Xb DF J015T5 1 (6"00. 4.2X& DF RIM J015T ON EXTERIOR PERIMETER OF LIVING ROOM. IT v • I NSW FLOOR FRAMING E. 0 I I� 1 :i , I` .I sDa -- - - - I v • • - v 1 .I UNDERMINE (E) FTG AND INSTALL: I 3 b" 5Q. X 1 2" FTG W1 (4) #4 E.W. I X15TING FLOOR FR,�MiNG � I (2X6 AT I&* D.C.) I 74 I i I i 'I I.V , , I :..• I i 11 FOUNDATION_ PLAN STRUCTURAL_NOTESI 1.) SEE TYPICAL NOTE SHEET 5N AND TYPICAL DETAIL 10.) PLUMBING, SPRINKLER, AND MECHANICALE. I v l SHEETS 50 1-SD2 FOR ADDITIONAL INFORMATION. SUBCONTRACTORS SHALL COORDINATE ALL FLOOR I I AND WALL PENETRATIONS WITH FRAMING 2.) PROVIDE ANCHOR BOLT SIZE AND SPACING PER SUBCONTRACTOR. J SHEAR WALL 50HEDULE AND TYPICAL DETAILS. 1 1.) PROVIDE POS. ATTACHMENT FOR ALL BEAM TO POST, I I 3.) RECOMMENDED SLAB SECTION: BEAM TO BEAM, POST TO BEAM, AND POST TO POST CONN'S WITH (2) ST22 STRAPS MIN. AND A35 CLIPS I I� I ( A- 4" CONCRETE SLAB WITH #5 AT 15* O.G. U.N.O. PER PLAN AND DETAILS. I 1 SECURELY LOCATED AT MID -DEPTH OF SLAB. B- WATERPROOF MEMBRANE IN COMPLIANCE WITH 12.) DO NOT REMOVE OR MODIFY SUPPORT MEMBERS OR I °I -'•� ASTM E 16 4 3 (DELETE AT EXTERIOR HARDWARE FOR EXISTING FRAMING WITHOUT THE j — — — — — — — — — — — — — — 5LAB5)-5EE 501L5 REPORT IF APPLICABLE. EXPRESS WRITTEN CONSENT OF THE ENGINEER OF ( I G- 4" FREE DRAINING MATERIAL-5EE SOILS REPORT RECORD. I :I IF APPLICABLE. D- PROPERLY PREPARED 5UBGRADE-SEE SOILS 15.) ANY DISCREPANCIES BETWEEN FRAMING SHOWN AND I I REPORT IF APPLICABLE. FIELD CONDITIONS SHALL BE IMMEDIATELY BROUGHT E- CONTRACTOR TO PROVIDE CONTROL JOINTS AT TO THE ENGINEER OF RECORD. 10'-O" O.G. EA. WAY MAX. 14.) VERIFY ALL ELEVATIONS, STEPS, DIMENSIONS, WALL I ) I NOTE: CURING OF SLABS SHALL FOLLOW GUIDELINE5 51ZE5 AND LOCATIONS, AND FLOOR ELEVATIONS WITH PROVIDED BY THE AMERICAN CONCRETE INSTITUTE ARCHITECT. I I I I GARA&E AND THE CALIFORNIA BUILDING CODE TO MINIMIZE m SHRINKAGE CRACKING. 15.) ALL EXPOSED FRAMING SHALL BE PRESSURE ( :;I I (EXISTING) TREATED WITH TREATMENT PROCESS AND APPLICATION I I I I I 4.) TYPICAL MINIMUM BEARING WALL FRAMING U.N.O.: APPROPRIATE FOR EXPOSURE ACCORDING TO MFR'5 WRITTEN GUIDELINES. EXTERIOR WALL: 2X6 DF STUD AT 16* O.G. INTERIOR WALL5: 2X4 DF STUD AT 1 b" O.G. 1 (b.) PROVIDE METAL HANGERS PER 8/SD 1 AS REQUIRED, UNLESS NOTED OTHERWI5E. ( ':I ( I I• 5.) SEE DETAIL 5/5D 1 FOR TYPICAL STUD WALL ELEVATION AND TYPICAL WALL OPENING SCHEDULE. 11.) ALL STRUCTURAL MEMBERS SHALL BE FASTENED IN j COMPLIANCE WITH 2015 GBG FA5TENIN6 SCHEDULE, I I 6.) TYPICAL FLOOR J015T SHALL BE: TABLE 2304.9.1, UNLE55 NOTED OTHERW15E. 2Xb DF#2 AT 1 b" O.G. (MAX SPAN - 'i'-0") I iI 18.) PRIOR TO CONSTRUCTION, CONTRACTOR SHALL 1.) SUPPORT ALL TRIMMERS ABOVE WITH FLOOR/CEILING REVIEW EXISTING ROOF, FLOOR, AND WALL FRAMING JOIST WHERE TRIMMERS CAN NOT RUN CONTINUOUSLY TO DETERMINE ALL LOCATIONS OF EXISTING TO FOUNDATION. STRUCTURAL SUPPORT. THE REMOVAL OR MODIFICATION OF ALL EXISTING STRUCTURAL SUPPORT MEMBERS 8.) FLOOR FRAMING HAS BEEN DESIGNED FOR A MAXIMUM TO ACCOMMODATE THE PROPOSED CONSTRUCTION DEAD LOAD OF 15 P5F (INCLUDING FRAMING). CONTACT SHALL BE COORDINATED DIRECTLY WITH THE ENGINEER SUMMIT STRUCTURAL DESIGN, PRIOR TO CONSTRUCTION, OF RECORD. DO NOT REMOVE OR MODIFY ANY EXISTING I I IF FLOOR BUILD-UP WILL EXCEED 15 PSF. SUPPORT MEMBERS OR HARDWARE FOR EXI5TING FRAMING WITHOUT THE EXPRESS WRITTEN CONSENT OF THE ENGINEER 9.) TYPICAL FLOOR SHEATHING (UNO): 3/4" THICK, APA OF RECORD. I , RATED SHEATHING OR RATED STURD-I-FLOOR, 51 -AN RATING 48/24 (24 FOR STURD-I-FLOOR), EXPOSURE I 1 1 STRUCTURAL PANELS, APPLIED WITH LONG DIMENSION ACROSS 5UPPORT5 AND ADJACENT PANELS I STAGGERED WITH 4' ENDS OFFSET 4'. GLUE PANELS TO ALL FRAMING, EDGE NAIL WITH 1 Od COMMON RING— SHANK NAILS OREGUIV.(0.148"DIAX5")ATb"O.C.--------------------------� AT ALL PANEL EDGES, BOUNDARIES, BLOCKING AND WHERE INDICATED ON PLAN. FIELD NAIL AT 1 O" O.G. PROVIDE 1 /8" GAP5 AT ALL PANEL EDGES U.N.O. BY PANEL MANUFACTURER. FOUNDATION L SCALE: 1/4"- 1.0' MAX RAMIREZ - GOLDEN SUN DESIGN - ENERGY CALCS 22 189 SAMSON AVENUE, CORNING, CALIFORNIA 9bO2 1 PHONE: (550)521-'7242 CELL EMAIL ADDRESS: Max®CadMama.com " a PERMIT #4-6 BUTTE COUNTY DEVELOPMENT SERVICES REVIEWEf CODE COMPLIANCE DATE /7a- 1Imo_ BY STRUCTURAL ENGINEER G\ueers\Steve\iJncumenY A\G.hlef X% Plana\Marr ulre Rnhin [ Matt\Manuira Ramni m I ,w.—A IAiln:i+. 70o KIv LINVU AVCNUC "1UU, GmGU, GA 9? i an OWNER: MATT d ROBIN MAGUIRE (530) 5012-440'7 WORK 0110 165-2331 CELL (530) 433-144-I CELL EMAIL ADDRESS: AndyeSummltChico.com EMAIL ADDRESS: robinbmaguiremgmail.com 0. ARCH D (24" x36") WHILE EVERY ATTEMPT HAS BEEN MADE IN THE PREPARATION OF THI5 PLAN TO AVOID MISTAKES, THE MAKER CANNOT GUARANTEE A6AINST HUMAN ERROR. BUILDING CONTRACTOR / HOME OWNER TO REVIEW AND VERIFY ALL DIMENSIONS, SPECS, AND CONNECTIONS BEFORE CONSTRUCTION BEGINS. ENERGY GALLS BY: GOLDEN SUN DESIGNS MAX RAMIREZ t J F 6/81 0Z r� .1111111111�m .0 F ,1AA- /16 THESE PLANS HAVE BEEN REVIEWED ONLY POR COMPLIANCE WITH ATTACHED STRUCTURAL CALCULATIONS. THE ENGINEER'S STAMP ON THIS PLAN IS VALID ONLY WITH A LETTER 516NED BY THIS EN61NFER FOR EACH tr in to U) _ L fCi, O ® X I 7- 't !Ll � O I v � t'w 11 O -z� v � z ®i1.i —1 -4 fu vV_ to tu ILv ul XX _ < lU 1) in N cAg moo ,L STEPHEN JOHN50N CoON5ULTING BUILDING DESIGN 550-510-0011 5a johnson 100legm all.com _EMODEL- LOCATIONS 434 5QFT LIVING RM 25650FT KITCHEN 690 SOFT TOTAL (NO SOFT BEING ADDED TO RESIDENCE) EXISTING LIVABLE... 2,8-14 SOFT EXIST 6ARAGE: 180 SOFT EXIST COVERED PATIO: 542 SOFT FRONT EXIST DATE: 1 1/ 1 "1/201 6 SCALE: SHOWN I WOW SHEET 0 COPYRIGHT 2016 4N50N - DE516NER 1 D2S Gil KU5 AVI=NUE CHICO, CA 95 q 26 CELL: 550-510-0071 EMAIL ADDRESS: saJohn5on 1 0076gmail.1-0m MAX RAMIREZ - GOLDEN SUN DESIGN - ENERGY CALLS 2218q SAMSON AVENUE, CORNING. CALIFORNIA 86021 PHONE: (530)521-'1242GELL EMAIL ADDRE55: Max®cadMama.com i mw( I wM^j- CI 383 RIO LINDO AVENUE 41200, CHICO, CA q 5 q 26 (530) 5q2-4401 WORK EMAIL ADDRE55: Andy®SummitGhico.com ARCH D (24" X 56") WHILE EVERY ATTEMPT HAS BEEN MADE IN THE PREPARATION OF THIS PLAN TO AVOID MISTAKES, THE MAKER CANNOT GUARANTEE AGAINST HUMAN ERROR BUILDING CONTRACTOR / HOME OWNER TO REVIEW AND VERIFY ALL DIMENSIONS, SPECS, AND CONNECTIONS BEFORE CONSTRUCTION BEGINS. ENERGY GALLS BY: GOLDEN 5UN DESIGNS MAX RAMIREZ r� I 1171, Cil 1 V i \� THESE FLANS HAVE BEEN REVIEWED ONLY FOR COMPLIANCE WITH ATTACHED STRUCTURAL CALCULATIONS. THE ENGINEER'S STAMP ON THIS PLAN IS VALID ONLY WITH A LETTER SIGNED BY THIS ENGINEER FOR EACH AW= qj 911111111 ROOF -PLAN STRUGTURAL NOTES: 1.) SEE TYPICAL NOTE SHEET SN AND TYPICAL DETAIL STHEN SHEETS SD 1-SD2 FOR ADDITIONAL INFORMATION. JOH SON 2.) PROVIDE 4X POST MIN. AT ALL BEAM BEARING CONSULTING POINTS AND CONTINUE IN WALL TO FOUNDATION. BUILDING 5.) PROVIDE POS. ATTACHMENT OF ALL POST TO BEAM, PF -516N BEAM TO BEAM, BEAM TO POST, AND POST TO POST 550-5"70-00-11 CONN'S WITH (2) 5T22 STRAPS MIN. AND A55 CLIPS, U.N.O. PER PLAN AND DETAILS. sa johnson 1007ogm 4.) DO NOT REMOVE OR MODIFY SUPPORT MEMBERS OR aii.com HARDWARE FOR EXISTING FRAMING WITHOUT THE EXPRE55 WRITTEN CONSENT OF THE ENGINEER OF MpL RECORD. 5.) ANY DISCREPANCIES BETWEEN FRAMING SHOWN AND 454 SOFT LIVING RM FIELD CONDITIONS SHALL BE IMMEDIATELY BROUGHT 256.5OFT KITCHEN TO THE ENGINEER OF RECORD. 690 SOFT TOTAL (NO SOFT BEING 6.) VERIFY ALL ELEVATIONS, STEPS, DIMENSIONS, RAKE ADDED TO BREAKS, SLOPES, HIPS AND VALLEYS WITH ARCHITECT.r RESIDENCE) PERMIT# b+-'���� EX 'I.) ALL EXPOSED FRAMING SHALL BE PRESSURE BUTTE COUNTY DEVELOPMENT SERVICES ILE AB REVIEWED FOR 2A-14 E; TREATED WITH TREATMENT PROCESS AND APPLICATION 2,814 SOFT EXIST APPROPRIATE FOR EXPOSURE ACCORDING TO MFR'S CODE COMPLIANCE 750 SQFT EXIST WRITTEN GUIDELINES. DS- COVERED AI -L Sy, PATIO: 8.) PROVIDE METAL HANGERS PER 8/5D 1 AS REQUIRED, 2 SOFT FRONT EXIST UNLESS NOTED OTHERWISE. DATE: q.) ALL STRUCTURAL MEMBERS SHALL BE FASTENED IN COMPLIANCE WITH 2015 GBG FASTENING 11/1-7/2016 SCHEDULE, TABLE 2504.q.1, UNLE55 NOTED OTHERWISE. SCALE: 10.) PRIOR TO CONSTRUCTION, CONTRACTOR SHALL REVIEW EXISTING ROOF, FLOOR, AND WALL SHOWN FRAMING TO DETERMINE ALL LOCATIONS OF EXISTING STRUCTURAL SUPPORT. THE REMOVAL OR MODIFICATION OF ALL EXISTING STRUCTURAL SUPPORT MEMBERS TO ACCOMMODATE THE PROPOSED CONSTRUCTION SHALL BE COORDINATED DIRECTLY WITH THE ENGINEER OF RECORD. DO NOT REMOVE OR MODIFY ANY EXISTING SUPPORT MEMBERS OR HARDWARE FOR EXISTING FRAMING WITHOUT THE EXPRESS WRITTEN CONSENT OF THE ENGINEER OF RECORD. SHEET 0 COPYRIGHT 201 b CAU5ers\5teve\Document9\chief X8 Plans\MacGuire, Robin t Matt\Maguire Remodel Layout.layout 5TEPHEN A. JOHN5O OWNER: MATT d ROBIN MAGUIRE N - DESIGNERi 525 CITRUS AVENUE (q 161 765-2337 CELL (550)433 -144'7C -ELL CHICO, GA 85-126 EMAIL ADDRE55: robinbmagulre®gmail.00m CELL: 550-5'70-00'71 EMAIL ADDRE55: sa johnson 1009egmail.com m r a- �n M to Q -- � %b r ®< -3� < O LUz w so V z tau l-1 tu cn o Lu aul inQ Ln CI AW= qj 911111111 ROOF -PLAN STRUGTURAL NOTES: 1.) SEE TYPICAL NOTE SHEET SN AND TYPICAL DETAIL STHEN SHEETS SD 1-SD2 FOR ADDITIONAL INFORMATION. JOH SON 2.) PROVIDE 4X POST MIN. AT ALL BEAM BEARING CONSULTING POINTS AND CONTINUE IN WALL TO FOUNDATION. BUILDING 5.) PROVIDE POS. ATTACHMENT OF ALL POST TO BEAM, PF -516N BEAM TO BEAM, BEAM TO POST, AND POST TO POST 550-5"70-00-11 CONN'S WITH (2) 5T22 STRAPS MIN. AND A55 CLIPS, U.N.O. PER PLAN AND DETAILS. sa johnson 1007ogm 4.) DO NOT REMOVE OR MODIFY SUPPORT MEMBERS OR aii.com HARDWARE FOR EXISTING FRAMING WITHOUT THE EXPRE55 WRITTEN CONSENT OF THE ENGINEER OF MpL RECORD. 5.) ANY DISCREPANCIES BETWEEN FRAMING SHOWN AND 454 SOFT LIVING RM FIELD CONDITIONS SHALL BE IMMEDIATELY BROUGHT 256.5OFT KITCHEN TO THE ENGINEER OF RECORD. 690 SOFT TOTAL (NO SOFT BEING 6.) VERIFY ALL ELEVATIONS, STEPS, DIMENSIONS, RAKE ADDED TO BREAKS, SLOPES, HIPS AND VALLEYS WITH ARCHITECT.r RESIDENCE) PERMIT# b+-'���� EX 'I.) ALL EXPOSED FRAMING SHALL BE PRESSURE BUTTE COUNTY DEVELOPMENT SERVICES ILE AB REVIEWED FOR 2A-14 E; TREATED WITH TREATMENT PROCESS AND APPLICATION 2,814 SOFT EXIST APPROPRIATE FOR EXPOSURE ACCORDING TO MFR'S CODE COMPLIANCE 750 SQFT EXIST WRITTEN GUIDELINES. DS- COVERED AI -L Sy, PATIO: 8.) PROVIDE METAL HANGERS PER 8/5D 1 AS REQUIRED, 2 SOFT FRONT EXIST UNLESS NOTED OTHERWISE. DATE: q.) ALL STRUCTURAL MEMBERS SHALL BE FASTENED IN COMPLIANCE WITH 2015 GBG FASTENING 11/1-7/2016 SCHEDULE, TABLE 2504.q.1, UNLE55 NOTED OTHERWISE. SCALE: 10.) 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JOHNSON - DESIGNER 353 RIO LINDO AVENUE •200, CHICO, GA 95926 OWNER: MATT < ROBIN MAGUIRE (530) 592-440'7 WORK (q 16) '765-233'7 CELL (530) 433-144'1 CELL EMAIL ADDRESS: Andy®Summitchico.com EMAIL ADDRE55: robinbmagulreogmaii.com _.l.__-____-,_-, ---- --- 11__1.1. - -.__ -- ___ --- __ , ------- 1 525 CITRUS AVENUE GHICO'CA 95926 CELL: 5 30-510-001 1 EMAIL ADDRESS: saJohnson 1 00logmail.con THESE PLANS HAVE BEEN REVIEWED ONLY FOR COMPLIANCE WITH ATTACHED -_- _ ,- -.-.:__, _ .._:..._.. ...,... STRUCTURAL ALGULRTIONS. G -J-�-J-1---11-- -�---I-L--1.-L ! I 1..1�.-.1111 '-1- _ �� � - 1__l _ _ -1- -A _i 1a__l _. 1_ ALJ �L_1. 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VNff V V + tu - rim ?_'_ I _j m0z ®-1w Z Or Q_ lu �Na � <� °o lu (y� V_ -1 w < fill ,^ 11 i) N 5 j 0 5T PHEN JOHNSON GON5ULTINO j BUILDING PERMIT #;j_ V E51GN BUTTE COUNTY DEVELOPMENT SERVICES 550-5'70-00-71 REVIEWED FOR CODE COMPLIANCEY ,L sajohn5on 1 oo7@gm DATE � B 7 ail.com REMODEL LOCATIONS: I----, 1._._,_-,___--_�1_-:_��--__� - - -- - - - ---_, _a__,_ 454 SOFT LIVING RM _L,-_1 J-11_-_� I U.1�L._1- -L-LJ �L L 1_ J-1 __ 1._i -1-L. 1 I L-1_ -_Ll. - 1_1 1 L 1 JL 111.1 1111 256 SOFT KITCHEN I -AI �1-- L 1 L -_11 J_ __ 1-_1-�Ll-L_L-L1-LL-I-1-L 1 1�1-J_.-LL 1 J L- 1 ._1 -1111 I_.__l_L__-t_L_L_ __u L�L-1-1-L_ ----I_J�L,-L_J I L-1 11 _ I. 1--L &q0 SOFT TOTAL _._1_l�-___j 1._i_ 117_1. __1.._1.-1_LJ-�-J __L1 1J__ 1 1 i_ J1 1 L _L -I 1-. - 1 -J --.LL._ 1 Ll -1 _11 I -i_ 1 1 1_- L �_ __ L- _.L -J i L- __T_ 1 _-, [. , I1 L1-- _ (NO SOFT BEING _L-i_.LL-LL-_._1J.-- J__1.L_.J1-�J_�_-1_ Li _._J-.1 1 ,-._1I__ . 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JOHNSON - DESIGNER 353 RIO LINDO AVENUE •200, CHICO, GA 95926 OWNER: MATT < ROBIN MAGUIRE (530) 592-440'7 WORK (q 16) '765-233'7 CELL (530) 433-144'1 CELL EMAIL ADDRESS: Andy®Summitchico.com EMAIL ADDRE55: robinbmagulreogmaii.com _.l.__-____-,_-, ---- --- 11__1.1. - -.__ -- ___ --- __ , ------- 1 525 CITRUS AVENUE GHICO'CA 95926 CELL: 5 30-510-001 1 EMAIL ADDRESS: saJohnson 1 00logmail.con i=N D0— �zo, DmN 70 tmn�0 tnNx XNc i nNm mhn 3rx m z o � D r 0 A z D s rn O N two, - Ir A d�'0 �r 70 rn�ti N�0 JD Aim opx QTc m UNC • 3 N 3 O ;rn=� Dr(ZN Dan=l Dp 7D n M 0 JA> (n0N< COPi �� rn 0 3 n 0 3 -Fl CFC _ Li CEC FT Z � � I i o• o �- r' rn CEC y G � �I I I� I Y; e r� IF— krl�!:�"lj�-- 1�, T ILjr '' D x A A m n 0 0 r d rn z c x d m w x m z rn P n > n N i zi 3 w fi A r b rn w z _i D r m z z M m A _ � Y N tit � ' i 1 11 i i rn (Gyj 1 11 00 1 rn j n WE <i> min m'Ell S r x Id i m i mMR --i 3 rn i �b m xi I< r m t� Ilf � rtni ;>I I z V' It v i til i i N C) Z { ; i I L i i I b ID'vy ti O MEMO ml -IFE3 n � s w j #i 7,ys i V ' a xm Cc: m I Li 0:5 �0A m — D c' Z�m om� ! m N m < rn n m x - � rn z D L O x O Dtni a0 z mv<?m A>1� ? 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ALL AREAS: REFER TO THE MANDATORY MEASURES FOR RESIDENTIAL LI&HTIN6, MEASURES ATTACHED TO THE ENER(5Y COMPLIANCE POCUMENTATION. THE LUMINARY FIXTURE TYPE OF, CONTROL TYPE SHALL COMPLY P41TH THE MANPATORY ENER&*Y0 LI&HTINC. REOUIREMENTS THROUGHOUT. BRANCH CIRCUITS: PROVIDE APC -FAULT &ROUNP-FAULT CIRCUIT -INTERRUPTER. PROTECTION TO ALL 120 -VOLT, SINGLE PHASE, 1 5 AND 20 -AMP BRANCH vRr_UIT5 SUPPLYING OUTLETS. CEO ART. 210.12 (A). RECEPTACLES: BELON ALL 125 -VOLT, 51NOLE PHASE, 15 AND 20 -AMP RECEPTACLES SHALL BE LISTED TAMPER-RES15TANT RECEPTACLES. SEE CEO ART, 406.12. RECEPTACLE LOCATIONS: SHALL BE INSTALLEPSO THAT NO POINT MEASURED HORIZONTALLY ALONC, THE FLOOR LINE IN ANY NALL SPACE 15 MORE- THAN (7 -FEET FROM A RECEPTACLE. ANY NALL SPACE 2 -FEET OR MORE IN NIVTH AND UNBROKEN ALON6, THE FLOOR LINE BY DOORNAY5 AND SIMILAR oremisic�s SHALL HAVE A RECEPTACLE. CEO ART. 210.52 (A). ATTIC: A PERMANENT 120 -VOLT RECEPTACLE OUTLET 4 A L*HT FIXTURE SHALL BE INSTALLED NEAR ANY APPLIANCE INITH THE L16HT SNtTCH LOCATED AT THE ENTRANCE OF THE ATTIC ACCESS. CPO 508.4.5. BATHROOMS: BATHROOM RECEPTACLE OUTLETS: SHALL BE SUPPLIED BY AT LEAST ONE 20 - AMPERE BRANCH CIRCUIT. SUCH CIRCUITS SHALL HAVE NO OTHER OUTLETS PER CEO 2 1 0.1 1 (C) (5). BATHROOM LIGHTS: PROVIDE HIGH EFFICACY LIGHTING IN THE BATHROOM OP. PROVIDE AMANUAL ON - AUTO OFF . OOCUFANCY LI&HT 5NITCH. L16HT FIXTURES IN TUB OR SHOINER ENCLOSURES; TO BE LABELED *SUITABLE FOP, CAMP LOCATION* PER CEO 4 1 0. 1 0 (A) 49 (W. TOILET ROOMS: INSTALL FLUORESOENT OR OTHER O.E.C. APPROVED LICvHTIN6 FIXTURES IN ROOMS NITH NATER CLOSETS. BATHROOM MECHANICAL EXHAUST FANS: C656 4,506 FANS SHALL BE RATED AT A MAXIMUM OF 1.0 SONE. FANS SHALL BE ENERGY STAR COMPLIANT AND BE PUCTEP TO TERMINATE OUTSIVE THE BUILDING. UNLE55 FUNCTIONIN6, AS A COMPONENT OF A INHOLE HOUSE VENTILATION SYSTEM, FANS MUST SE CONTROLLED BY A HUMIDITY CONTROL. HUMIDITY CONTROLS SHALL BE CAPABLE OF ADJUSTMENT SETNEEN A RELATIVE HUMIDITY RAN6F_ OF LESS THAN 50% TO A MAXIMUM OF 50%. A HUMIDITY CONTROL MAY UTILIZE MANUAL OP, AUTOMATIC MEANS OF AVJU5TMENT. A HUMIDITY CONTROL MAY BE A SEPARATE COMPONENT TO THE EXHAUST FAN 4 IS NOT REGUIRIEP TO BE INTE6RAL (BUILT-IN). 13ATHP-OOM NOTE: FOP, THE PURPOSES OF TH15 NOTE, A BATHROOM 15 A ROOM INHICH CONTAINS A SATHTUD, SHOINER OR TUBA51-10INER, COMBINATION. ADDITIONALLY, L16HTINC, INTEGRAL TO BATHROOM EXHAUST FANS SHAL-L COMPLY NITH THE CALIFORNIA ENER6Y COVE. OEILINO FANS: CEILINC, FAN5 N/LICSHT; FLOUR5CENT Y41 SNITCH OP, INCANDESCENT N1 DIMMER 51NITCH. MAINTAIN 36"CLEARANC,E FROM ANY FIRE SPRINKLER. ALL SHALL BE SECURELY 5UPrORTF-P. A FIXTURE THAT NEI&HS MORE: THAN 6 POUNVS OR EXCEEDS 1 6 INCHES IN ANY DIMENSION SHALL NOT 13E SUPPORTED BY THE SCREM SHELL OF A LAMP HOLVER PER 2013 CEO 4 1 0.50W. OUTLET SOXESSHALL NOT BE USEP AS THE SOLE SUPPORT FOR 6EIUNO (PAPPLE) FANS FER CEC, SECTION 5 14,2 7 (A) 4 (P). CHRISTMAS LISHTS: CHRISTMA51-1614TSRECEPTACLES: PROVIDE OUTLET NEAR TOP PLATE, SINITCHED AT FRONT DOOR - NFASFOI PROTECTED, 0LOSET LI(5HT5: CLOSETS 1-161-ITSi PER C.E.6- EXHAUST FAN5: EXHAUST FANSt PROVIDE A MIN. OF 50 CFM FANS (20 CFM FOR CONTINUOUS VENTILATION) NITH BACKDRAFT DAMPERS AT ALL EXHAUST FANS. C650 4.506, r,ITCHEN.4 BATHROOM,FANSz TO INCLUME THE MAXIMUM 50NE RATING REGUIREMENT5. EXTERIOR LIOHTS: ALL EXTERIOR LIGHTS TO 13E HIGH EFFICACY LUMINARIES OR LON EFFICACY (IN6ANPESOENT) LUMINARIES CONTROLLED BY A MANUAL-ON/OFF SNITCH Y41TH A PHOTOCELL ANP MOTION SENSOR. REFER TO MANDATORY MEASURES ATTACHED TO THE ENERGY OALCS MF- 1 P EXTERIOR RECEPTA(:;LES: EXTERIOR RECEPTACLESt ALL OUTDOOR RECEPTACLES SHALL BE NPA5FCI PROTECTED. CEO ART. 210.5 VE)(1) 4 2 1 0,5. EV CHAfP,(SER!5: A LISTED RACENAY SHALL BE INSTALLED TO ACCOMMODATE A DEPICATEP 205/240 -VOLT BRANCH CIRCUIT NHICH SHALL ORIGINATE AT THE MAIN SERVICE OR SUB PANEL ANVSHALL TERMINATE INTO A LISTED CABINET, BOX OR OTHER ENCLOSURE TO FACILITATE THE FUTURE INSTALLATION AND USE OF ELECTRIC VEHICLE (EV) CHAR&ERS. THE RACEINAY SHALL NOT BE LESS THAN 1 INCH INSIDE DIAMETER ANV SHALL BE CONTINUOUS AT ENCLOSED, INACCESSIBLE, OR CONCEALED AREA5 AND SPACES. THE SERVICE PANEL AND/OR 5UBPANEL SHALL PROVIVF CAPACITY TO INSTALL A 40 -AMPERE MINIMUM BRANCH CIRCUIT. THE RAOENAY TERMINATION LOCATION SHALL BE PERMANENTLY AND VISIBLY MARKED AS"EV CAPABLE*. OC,56 4.106.4.1 &ARA(5E: GARA6E RECEPTACLES ARE REaUIRED TO BE GFC1 PROTECTEV. CEO ART. 2 1 015(A) (2X CvARAC7E POOR OPENER SHALL BE LISTED IN ACCORDANCE INITH UL 325, ORO R50q.4 4 HEALTH I SAFETY COVE SECTIONS 1148-10 4 1-1841 1. LIGHT 5NITOH TO HAVE VACANCY SENSOR- LIGHTS TO BE HIGH EFFICACY. CEO 150.0 (KX6). 6ARA61E FIRENALL: PROVIDE A 24"5EIFARATION DIETINEEN RECEPTACLE I 5NITOH BOXES IN THE FIRENALL. (BOXES IN SEPARATE STUD SAYS ARE AOCEPTASLEJ ALL OUTLET OR RECEPTACLE BOXES LOCATED ON OPPOSITE SIDES OF THE OCCUPANCY SEPARATION BETNEEN THE &APAGE AND THE RESIDENCE NILL BE SEPARATED BY A HORIZONTAL DISTANCE OF NOT LE55 THAN 24"OR FULLY BLOCKED TO SEPARATE. HOTITUB: A REOEPTACILE ON AN INDIVIDUAL BRANCH CIRCUIT 4 FROTECITEC� BY A 6FOI BREAKER. CEO 650.1 1, HVAC, CONVENSIN& UNIT: PROVIDE 30"x50"CLEAR NORKSPACE IN/220v ELECT. DISCONNECT 8 1 1 Ov INP 61`61 PROTECTED SERVICE RECEPTACLE INITHIN 25'. CEC, 210.62 4 CMC 5 1 O� KITCHEN, PANTRY 4 DININGAREAS: KITCHEN I-161-ITIN6,; TOTAL INATTA&E OF PERMANENTLY INSTALLED LI6,HT5 ARE TO BE HI&H EFFICACY AS DEFINED IN TABLE 150-C. 15LANP OP, PENINSULA: PROVIVE A 6FOI COUNTERTOP RECEPTACLE AT THE END OF THE COUNTER. CIEC, 210.5 2 (C) (5) AND 2 1 0.5� SMALL APPLIANCE CIRC,UITS� PROVIVE TNO OR MORE 20 -AMPERE SMALL APPLIANCE BRANCH CIRCUITS EVENLY PROPORTIONED IN THE KITCHEN, PANTRY, BREAKFAST ROOM, DINING ROOM OR 51MILAR AREA TO SERVE ALL NALL AND FLOOR RECEPTACLE OUTLETS. SUCH CIRCUITS SHALL HAVE NO OTHER OUTLETS FIER CEO 210.52 (D). COUNTERTOF RECEPTACLES IN THE KITCHEN AND VINING ROOMS SHALL BE INSTALLIEP AT EACH INALL COUNTER SPACE THAT 15 12'OR INIVER. RECEPTACLE OUTLETS SHALL BE INSTALLED SO THAT No POINT ALONG THE NALL LINE 15 MORE THAN 24'MEASUREP HORIZONTALLY FROM A RECEPTACLE OUTLET SPACE. CEO 210.52 (C) (1). ALL KITCHEN COUNTERTOP 15 AND 20 AMP, 120 VOLT RECEPTACLES V41LL BE (51`61 PROTECTED. ALL RECEPTACLES NITHIN 6'OF A SINK MUST BE CFC] PROTECTED. OEC 210,52 (C)(2) 4 2 1 0,5� LAUNDRY CUTILITYROOMS: LAUNDRY 4 UTILITY ROOM RECEPTA(:�Lr= OUTLETS: SHALL BE SUPPLIED BY AT I -EAST ONE 20-AMPF-RE BRANCH CIRCUIT. SUCH CIRCUITS SHALL HAVE NO OTHER OUTLETS PER CEO 2 1 0.1 I (C) (2). DRYER OUTLET: rRoviDE 4-NIRE RECEPTACLE FOP, DRYER PER CEC. THE MAIN LAUNDRY ROOM L16HT 15 TO BE CONTROLLED BY A VACANCY SFN5OR. ALL RECEPTACLES Y41THIN &'OF A SINK MUST BE 6FCI PROTECTED. CEO 210,52 (6)(2) 4 210.5 LAMP HOLDERS - ALL SHALL BE SECURELY SUPPORTED. A FIXTURE THAT NEI&H9 MORE THAN 6 POUNDS OR EXCEED51 6 INC HF5 IN ANY DIMENSION SHALL NOT BE SUPPORTED BY THIESCREIN SHELL OF A LAMP HOLDER PEP, 20 1 3 CEO 4 1 0.50(A). OUTLET BOXES SHALL NOT BE USED AS THE SOLE SUPPORT FOR CEILING (PADDLE) FANS PER CEC SECTION 514.2*7 (A) 4 (P). LANDSCAPIN(5: PROVIDE STUB FOR LANPSCAPE LIGHTING 4 IRRIGATION TIMER. (CONFIRM) LIOHTIN(5- ALL L16HTIN6 514ALL BE HIGH EFFICACY. 5ERVIC,E PANELS: MAIN ELECTRkSAL SERVICE: PROVIDE 200 AMP. VERIFY LOCATION OF MAIN 4 SUB PANEL. ELEOTRIOAL PANEL 4 5UDPANEL5 6ROUNDINGSHALL COMPLY V41TH CEO 250.52. PROVIDE SEPARATE OROUNDINO NIRE TO EACH PANEL FROM MAIN ELECTRICAL SERVICE ENTRANCE PANEL. PROVIDE READILY ACCESSIBLE CAPABILITY TO CIRCUIT BREAKERS. DISCONNECTS, FUSE5,51NITCHES 4 THEIR ACCESSORIES. CENTER OF THE SUB PANEL 6RIP NOT MORE THAN ABOVE FLOOR. CEO 404�b LABEL CIRCUIT BREAKERS, DISCONNECTS, FU5E5,5NITCHE5 4 THEIR. ACCESSORIES TO IDENTIFY THEIR LOCATION ANV/OR FOUIPMENT. COMPLY Y41TH CEC250�q 4 4 800. 1 OO(B) REOUIREMENT5 FOR &ROUNPIN& 4 EONPIN6. PROVIDE INTERSYSTEM BONDING ELECTRODE INHICH CONNECTS AT LEAST 5 (5ROUNPIN& OR BONPIN& CONDUCTORS. REOUIREV FOR COMMUNICATION SY5TEM5 INSTALLED EXTERNALLY AT THE SERVICE ENTRANCE PANEL CEO 800� I OO(B) 4 CEC 250.94, SMOKE/C.O. DETECTORS: SMOKE PETECTOR5: PROVIDE ASMOKE PETECTOR IN EACH BEDROOM. 5MOKE/CARBON MONOXIDE ALARMS: PROVIVE A HARD-NIRIED SMOKE 4 CAR50N MONOXIPE ALARM Y41TH BATTERY BACK-UP IN HALLINAYS IN THE IMMEDIATE VICINITY OF BEPROOMS 4 ON EACH FLOOR OF THE VNELLINO, CARBON MONOXIDE ALARMS SHALL BE L15TEP AS COMPLYING INITH UL 2054 4 BE INSTALLED 4 MAINTAINED IN ACCORDANCE NITH NFPA 120 4 THE MANUFACTURER'S INSTRUCTIONS. ORO P5 1 5. SMOKE 4 CARBON MONOXIDE ALARMS ARE TO BE INTERCONNECTED IN SUCH A MANNER THAT THE ACTIVATION OF ONE ALARMNILL ACTIVATE ALL OF THE ALARMS. FOR BEST RESULTS, USE DUAL IONIZATION 4 PHOTOELECTRIC 5EN50R SMOKE ALARMS, THERMOSTATS: THFRMOSTATS� SHALL BE PRO61RAMMABLE TYPE P41TH SETBACK CONTROLS. kNHOLE BUILDINI57 VENTILATION: NHOLE BUILVIN6 VENTILATION: ONE OF THE BATHROOM EXHAUST FANS. AS THE OUALIFYIN6 INHOL-E-BUILVIN6 VENTILATION FAN, SHALL COMFILY NITH THE FOLLOININO: A MINIMUM CFM RATIN& OF "T 5 C,FM. BE RATED A MAXIMUM OF 1.0 SONE� THE CONTROL SNITCH MUST BE LABELED AS THE INHOLE-BUILIDINd, VENTILATION 4 FAN SHOULD OPERATE INHENEVER THE HOME 15 OCCUPIED. YNHOLE HOUSE FANS: INHOLE HOUSE FANS: PROVIDE INSULATED LOUVERS OP, COVERS (MIN. R-4.2) NHIcH CLOSE NHEN THE FAN 15 OFF. LAST UI'DATED!,5/15/201 PERMIT # BUrTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE DATE 13Y -W-/ CAUsers\Steve\Vor,umemtq\ChIef X8 Plang\MarGuIre. Robin 4 Matt\Maoulre Remodel Lauout.lauout ONNER: MATT 4 R05IN MAGUIRE (-11107165-255710ELL (530)455 -144 -Ir -ELL EMAIL AVVPE55: robinbmaguireegmall,rom x INHILE EVERY ATTEMPT HAS BEEN MADE IN THE PREPARATION OF THIS PLAN TO AVOID MISTAKES, THE MAKER CANNOT &VARANTEE AaAINST HUMAN ERROR. BUILDING CONTRACTOR / HOME OININER TO REVIEIN AND VERIFY ALL DIMENSIONS, SPECS, AND CONNECTIONS BEFORE CONSTRUCTION DEOINS. ENEROY CAL09 BY: &OLDEN SUN PESI&NS MAX RAMIREZ THESE PLANS HAVE BEEN REVIENED ONLY FOR COMPLIANCE INITH ATTACHED STRUCTURAL CALCULATIONS. THE EN&INEER'S STAMP ON THIS PLAN 19 VALID ONLY NITH A LETTER 516NED BY THIS ENGINEER FOR EACH In S_ Lu < tu LL < < Lu U-1 r'l 7- -1 < ui 7- ul OL < tu tu < < 5 on (1*01 me 5 T P �HE N JOHNSON CONSULTIN& BUILVINC7 VE516N 550-5170-00,71 5ajohnson 1 00"logm all.com REMOVIEL'.. 1-00ATIONS: 434 SOFT LIVINO RM 2 5 6 SOFT KITCHEN 6 q 0 SOFT TOTAL (NO SOFT BEIN& ADDED TO RESIDENCE) EXISTING 1-11VADLE: 2,614 SOFT EXIST 6ARAOE: 180 SOFT EXIST COVERED PATIO: 542 SOFT FRONT EX15T DATE: 11/11/2016 50ALFE: SHONN SH EET Aim& k, a COPYRIGHT 201 INSON - DES*NER CHICO. CA q 5 q 26 CELL: 550-510-0011 EMAIL ADDRESS: Sajohnson 1 0010OMSIb�0M 67ENERAL'N0,TE5,,.(c,6t. ENERALNOTE5�"(66ht"),, 6ENERAL,NOTE5 (c EVCAPABILITY: GARAOE: MATERIAL CONSERVATION 4 RESOURCEEFFICIENCY: STAIRS, HANDRAILS 4 OUARDS (cont.): ATTIC, A06F-55: ATTIC ACCESS: CEILINO AREAS HAVING A C,LFAR HEIGHT OVER 30 -SHALL BE A L15TEP RACENAY SHALL BE INSTALLED TO ACOOMMOVATE A VEMICATED 205/240- SEPARATIOW PRIVATE 6ARA&E5 ARE TO BE SEPARATED FROM THE VNELLIN& 1 j RODENT PROOFING: ANNULAR SPACES AROUND PIPES, ELECTRIC, CABLES, HANDRAIL- EXTENSIONS: HANPRAILS NITHIN A DINELLINO UNIT NEEV TO EXTEND ONLY PROVIDED INITH A 22'X5O'MINIMUM SIZE OPENIN(S.CRO R501-1 t CMC, q 04.1 O� THE VOLT BRANCH CIRCUIT INHICH SHALL OR16INATE AT THE MAIN SERVICE OR SUB PANEL AND ATTIC, BY 1/2 -INCH GYPSUM BOARD. ORO TABLE R 502.6 C,ONVUITS OR OTHER OPF-NIN65 IN 5OLE/BOTTOM PLATES AT EXTERIOR NALLS FROM THE TOP RISER TO THE 50TTOM RISER. ACCESS SIZE SHALL BE AT LEAST AS LAROE AS THE LAR6E5T COMPONENT OF THE AND SHALL TERMINATE INTO A LISTED CABINET, BOX OR OTHER ENCLOSURE TO HABITABLE 5PACE: ABOVE A (5AIPA&E MUST BE SEPARATED BY 5/b-INC,H SHALL 13E PROTECTED AGAINST THE PA55A61E OF RODENTS BY CLOSING SUCH CLEARANCE: CLEAR SPACE BETNEEN A HANDRAIL AND A NALL OR OTHER SURFACE APPLIANCE. THE ACCESS SHALL BE LOCATEV IN A HALLINAY OR OTHER READILY FACILITATE THE FUTURE- INSTALLATION AND USE OF ELECTRIC, VEHICLE (Cv) CHAR(SER.5. TYPE X CvYF5VM BOARD. CRC, TABLE R.302.6 OPENIN05 INITH CEMENT MORTAR, CONCRETE MASONRY OR A SIMILAR METHOD SHALL BE A MINIMUM OF I 1 /2 INCHES. A HANPRAIL ANP A YALL OR OTHER SURFACE ACCESSIBLE LOCATION. THE RACEINAY SHALL NOT BE LE55 THAN I INCH INSIDE DIAMETER AND SHALL BE DOORS: POOR5 BETNEEN THE VNELLIN6 4 OARAOE 15 REOUIREP TO BE 1 5/9, AOrEPTABLE TO THE ENFORCING AGENCY. 4.406.1 ADJACENT TO THE HANDRAIL SHALL BE FREE OF ANY SHARP OR ABRASIVE ELEMENTS. PA55AOIENAY� A 24'NIDIE SOLID FAS5A&ENAY FROM THE ACCESS E CONTINUOUS AT ENCLOSED, INACCESSIBLE. OR CONCEALED AREAS AND SPACES. THE INCH 2j OPERATION I MAINTENANCE MANUAL; AT THE TIME OF FINAL INSPECTION, A &UARPS: INHERE REOUIREP. OUARP5 SHALL 13E LOCATED ALONG OPEN-SIVEP INALKIN& SERVICE PANEL AND/OR 5UBPANELSHALL PROVIDE CAPACITY TO INSTALL A 40- MANUAL, COMPACT PISO, INEB-BASED REFERENCE OR OTHER MEDIA ACCEPTABLE TO SURFACES, STAIRS, RAMPS AND LANVING5 THAT ARE LOCATED MORE THAN 50 INCHES TO THE APPLIANCE, LENGTH: INHERE THE PASSA&ENAY 15 LESS THAN 6' IN HEIGHT, THE DISTANCE TO AMPERE MINIMUM BRANCH CIRCUIT. THE RACEONAY TERMINATION LOCATION SHALL BE THICK, SOLID CORE NOOD, SOLID CORE STEEL. HONEYCOMB CORE STEEL. OR, THE ENFORCING A&ENOY INHICH INCLUDES ALL OF THE FOLLOININ& SHALL BE PLACED MEASURED VERTICALLY TO THE FLOOR OR ORAVE BELOIN AT ANY POINT NITHIN 56 THE APPLIANCE SHALL NOT EXCEEP 20'IN LENOTH. OPC 505.4. 1. PERMANENTLY AND VISIBLY MARKED AS 'EV CAPABLE'. CALGREEN SEC. 4.1 Ob.4.1 A POOR P41TH A 20 MINUTE FIRE PROTECTION RATIN45, AND BE 5ELF-r-LOSIN6 4 IN THE BUILDING: INCHES HORIZONTALLY TO THE EV6F_ OF THE OPEN SIDE. 6VARD5 SHALL BE AVEOUATE NORK$PACF. A SON30- NORKIN6 PLATFORM TO BE SUPPLIED AT THE EXTERIOR 51DIN(S: SFLF-LATCHINO. A. VIRECTION5 TO THE ONNER OR OCCUPANT THAT THE MANUALSHALL REMAIN NITH THE OF THE IN STRENGTH ANV ATTACHMENT IN ACCORVANOE Y41TH SECTION 1 601.1. SERVICE SIDE OF THE APPLIANCE. CPC 505A STAIRS: ENCLOSED ACCESSIBLE AREAS UNDER 5TAIR5 SHALL BE r-OVEKFP BY THE BUILDING THROUGHOUT LIFE CYCLE STRUCTURE. HEIGHT: REOUIREV GUARPS SHALL BE NOT LESS THAN 42 INCHES HIGH, MEASURED 4 CONVIENIENCE OUTLET: SEE ELECTRICAL NOTESr ATTIC. STONE VENEER OVER INOOP STUPS 0 1/2-INOH GYPSUM BOARD. ORC, TABLE R302.6 B. OPERATION 4 MAINTENANC,E INSTRUCTION5 FOP, THE FOLLONINO: VERTICALL ABOVE THE ADJACENT INALKIN6 SURFACES, APJACENT FIXED 5EATIN6 LIC7HTIN(5 ATTACH 2 LAYERS OF NO. 15 FELT, COMPLYING IN/ A5TM P 2 2 & FOR TYPE I FELT, TO DUCTS: DUCTS IN THE OARA61E THAT PENETRATE THE SEPARATION MUST BE A 1) EOUIPMENT 4 APPLIANCES, INCLUVIN6 INATIER-SAVING DEVICES 49 SYSTEMS, OR THE LINE CONNECTINO THE LEADING EDGES OF THE TREADS. 13ATHROOM: PROVIDE CONTINUOUS INATER-IRESISTIVE BARRIER. MINIMUM HVAC SYSTEMS, INATER-HEATIN6 SYSTEMS 4 OTHER MAJOR APPLIANCES 4 EXCEPTIONSz PRAINS; A 4"VRAIN IS REOUIREP FOR BUILVIN65 PROVIPIN& MORE THAN 3 TOILETS. ATTACH 2'X2* O�0625 INCH ZINC -COATED OR NON-METALLIC COATED NIRE MESH OF 26 C7AU&E STEEL NITH NO OPENINGS, IN THE GARAGE. EOUIPMENT. &UARP5 ON THE OPEN SIDES OF STAIRS SHALL HAVE A HEI6,HT NOT LESS THAN 54 CFO TABLE 1-5 FOOTNOTE 4. ATTACHED N/ 2* cORP,0510N-RE51STANT STEELNIRE FURRIN& NAILS AT 4'c/c 2) Poor 4 YARD PRAINACvE, INCLUDING GUTTERS 4 POINNSFOUTS. INCHES MEASURED VERTICALLY FROM A LINE CONNECTING THE LEADING EDGES OF EXHAUST PUCT5t TERMINATE OUTSIDE OF THE BUILVIN6 N/ BACK-PRAFT DAMPERS. PROVIDING A MIN, OF 1. 1 2 5"FENETRATION INTO EACH STUD 4 INITH bd ANNULAR SUPPORTING ELEMENT5� 5UPPORTIN6 ELEMENTS OF SEPAP-ATION ARE NO 5) SPACE CONPITIONIN6, SYSTEMS, INCLUDIN6, CONDENSERS 4 AIR FILTERS. THE TREADS. FAUCETS: FLOIN RESTRICTED TO 1.5 GPM 0 60 PSI. C&BSC.4.303.11.4 THREADED NAILS AT 5* c/c INTO TOP 4 BOTTOM PLATES OR IN/ EOUIVALENTNIRE LONGER 4) LANDSCAPE IRRIGATION SYSTEMS. INHERE THE TOP OF THE C7UARC) ALSO F5ERVE5 AS A HANDRAIL ON THE OPEN OF TUBS: PROVIDE SERVICE ACCESS PANEL FOR TUB MOTOR. PROVIDE A OF61 TIFS� RFOUIREP TO BE PROTECTED. 5) NATEIR REUSE SYSTEMS. STAIRS, THE TOP OF THE (50ARV SHALL NOT 5E LE55 THAN 54 INCHES AND NOT MORE .JETTED BREAKER ON A INPIVIDUAL BRANCH CIRCUIT. THERE SHALL BE NOT LESS THAN 0. 1 05 5"ZINr--r-OATEP OR NONMETALLIC COATED GARAGE DOOR: HOLD 6ARACE FLOOR BACK50 THAT POOR LAND5 ON APRON 5.) INFORMATION FROM LOCAL UTILITY, NATER 4 INASTE RECOVERY PROVIDERS ON THAN 3b INCHES MEASURED VERTICALLY FROM A LINE CONNECTINC, THE LEAVING LAVATORIES.- PROVIDE MIRROR AT LAVATORIES. NIRE, OF, APPROVEC) EOUAL, ATTACHE12 TO THE STUD N/ A MIK OF AN 5d ANNULAR 5/4'BELOY4 GAIRA&E FLOOR,. METHODS TO FURTHER REPUCE RESOURCE- CONSUMf'TIOH, INCLUDING RECYCLE EDGES OF THE TREADS. SHOINER COMPARTMENTS: NATERFROOF SURFACE TO -1 2* - PROVIDE SAFETY GLASS THREAVEP NAIL FOP, EVERY 2 5OUARE FEET OFSTONE VENEER. THIS TIE SHALL BE 6ARAGE r,>OOR OPENER: SHALL BE LISTEM IN ACCORDANCE NITH UL 525. CIRC OPENING LIMITATIONS: REOUIREP 6UARDS SHALL NOT HAVE OFENIN&5 NHICH ALLON ENCLOSURE, CURTAIN ROD OR NALK-THRU ENTRANCE: TO SHONER. MINIMUM FIN15HEP A LOOP HAVING LEGS NOT LF -95 THAN 15- IN LENGTH, 50 SENT THAT IT INILL LIE IN THE ,�$ P Oq.4, 4J PUBLIC TRANSPORTATION AND/OR CARFOOL OPTIONS AVAILABLE IN THE AREA. PASSAGE OF ASPHERE 4 INCHES IN DIAMETER FROM THE INALKINO SURFACE TO THE INTERIOR AREA OF 1024 90. INCHES I CAPABLE OF ENCOMPASSIN6, A 50- CIRCLE. STONE VENEER MORTAR JOINT. &ARA&E POOP, OPENING- FIN15HEV OPENING TO BE I'SHORTIER IN HE16HT 4 2" 5J EPUCATIONAL MATERIAL ON THE POSITIVE IMPACTS OF AN INTERIOR RELATIVE REaUIPE OUARD HEIGHT. SHONER VALVE NOTE: 5H ONERS AND TUB-SHONER. COMBINATIONS SHALL BE THE LAST 2'OF EACH INIRE LF& SHALL HAVE A RICHT-ANOLE SEND. NARRONER THAN NIPTH OF OARA&E POOP, SIZE. PROVIDE SOLID BLOCKING HUMIDITY BETINEEN 50-&O PERCENT 4 INHAT METHODS AN OOCUPANT MAY USE TO EXCEPTIONS: PROVIVEV INITH INDIVIDUAL CONTROL VALVES OF THE PRESSURE BALANCE, 5,) 1"MIN. THICKNESS OF CEMENT GROUT SHALL BE PLACED DETINEEN THE BAaKINcl It THE AT CENTER OF DOOR FROM HEADER TO A MINIMUM OF 14'AEOVF TOP OF MAINTAIN THE RELATIVE HUMIPITY LEVEL IN THAT RAN&E, FROM A HEIGHT OF 56 INCHES TO 42 INCHES, 6UARP5 SHALL NOT HAVE OPENINGS ,, OR COMBINATION PRESSURE BALANCE/THERMOSTATIC, MIXINC, VALVE THERMOSTATIC STONE VENEER. POOR. 6.) INFORMATION ABOUT NATER-CONSERVIN6, LANVSCAPE 4 IRRIOATION PES16N 4 NHICH ALLON PASSAGE OF A SPHERE 43/6 INCHES IN PIAMETER. TYPE.CPC�4053 SIN6LE SHONEIR HEAD FLOIN RESTRIOTED TO 2.0 6FM 0 50 F51. 0613SC, 4�303, 1.3. I MULTIPLE- 5HOMER HEAPS- INHEN A SHONER 19 SERVED STONE VENEER OVER STEEL 5TUVS a I 6- 6/6: STEEL STUDS SHALL BE COLD -FORMED STEEL HAVINC, A MIN. DARE STEEL THI(:,KNF55 OARAOE FLOOR,: THE FLOOR SHALL BE SLOPE TO FACILITATE THE MOVEMENT CONTROLLERS INIHICH CONSERVE NATER. "I.) INSTRUCTIONS FOP, MAINTAININC, &UTTERS I VONN5POUTS 4 THE IMPORTANCE OF THE TRIAN6ULAIR OFENIN&S AT THE OPEN SIDES OF A STAIR, FORMED BY THE RISER, TREAD AND 50TTOM PIL SHALL NOT ALLON PA55A&E OF A SPHERE 6 INCHES IN BY MORE THAN I SHOINER HEAD, THE COMBINED FLOP� RATE OF ALL 5HOINER OF 0.0425". OF DIVERTING NATER AT LEAST 5 FEET ANAY FROM THE FOUNDATION. DIAMETER. HEAPS SHALL NOT EXCEEP 2.0 CvPM e 50 PSI, OR THESHONER SHALL BE VFSIC7NEV ATTACH 2 LAYER5 OF NO. 15 FELT, COMPLYINC7 N/ ASTM V 226 FOR TYPE 1 FELT, TO LIOUID5 TO THE FRONT DOOR. CRO, RBoq. 1. 6J INFORMATION ON PEOUIREP ROUTINE MAINTENANCE MFASURE5, INCLUDINrl, BUT NOT THE OPEN SIDES OFSTAIRS SHALL NOT HAVE OPENINGS INHICH ALLON FA59AGE OF A TO ALLON ONLY 1 SHONER OUTLET TO BE OPERATED AT A TIME. 5HOINER HEAD PROVIDE CONTINUOUSINATIER-RIESISTIVE 5APRIER. OLAZINO: LIMITED TO. CAULKING, PAINTING, ORAVIN6, AROUND THE ISUILVIN(5, ETC. SPHERE 4 ��/8 INCHES IN DIAMETER - POSITIONED SO IT VOIES NOT DISCHAROE AT THE ENTRANCE OF THE SHOINER. CPC ATTACH 2'x2* 0,0625 INCH ZINC -COATED OR NON-MrTALLIC COATFP INIRE MESH ATTACHED N/ CORROSION-RE515TANT #b 5ELF-PRILLIN6, TAPPING SCP-EV45 AT 4* NEXT TO DOORS: SAFETY GLASS 15 REOUIREP INHEN Y41THIN A 24"AR0 OF EITHER qJ INFORMATION ABOUT STATE SOLAR ENERGY 4 INCENTIVE FR06RAMS AVAILABLE. 1 O.) A COPY OF ALL SPEOIAL INSPECTION VERIFICATIONS REOUIREV BY THE ENFORCIN& UTILITIES: ELECT. 5ERVICEz 408A. TOILETS: 1.25 6ALLONS PER FLUSH MAXIMUM, DUAL FLUSH TOILETS DETERMINED BY cla 4 AT Wc/o INTO TOP 4 130TTOM TRACKS OR N/ EOUIVALENT INIRE TIES. VERTI,_-AL ED6,E OF A DOOR IN THE CLOSED POSITION. SAFETY GLASS 15 RE00RED IF ALL OF THE FOLLONIN6 CONDITIONS ARE MET: A&ENCY OR THIS COVE. IFROVIVE 200 AMP SERVICE AVERAGING 2 REDUCED FLUSHES t 1 FULL FLUSH. C6550 4.503. 1. 1. ALL SCREN5 SHALL EXTEND THROU6,11 THE STEEL STUP5 A MIN. OF 5 EXPOSE v EXPOSED AREA OF INDIVIDUAL PANE IS LAR&FR THAN cl SOUARE FEET; FLUMBINI57: LOCATED AT LEAST 36"FROM THE NEAREST POOR OR ININDON. MAINTAIN 15'CLEARANCE FROM C/L OF TOILET TO 51VE NALL OR OBSTRUCTION. THREAP5� THERE SHALL BE NOT LE55 THAN 0. 1 055"CORRO51ON-RE515TANT NIRE, OR THE BOTTOM E06E IS LESS THAN 1 WABOVE THE FLOOR; HOSE 51555: INSTALL NON -REMOVABLE BACKIFLON PREVENTION DEVICES. CPC bO� CANNOT BE LOOATEP ADJACENT TO ADEPROOM OR r�1_05ET. NO FOUNPATION OR ATTIC VENT NITHIN I O'VERTIOALLY AND 9'HORIZONTALLY. ,ONT, CFO 402.5 40RCP-50-7.11. PROVIDE 24'MIN. CLEARANCE IN FP TOILET, PAPER HOLPER- PROVIDE SACKIN6, 0 2 6'ABOVE FLOOR. AFrROVEP EOUAL, ATTACHED TO THE STUD N/ A MIN. OF A #5 5ELF-PRILLIN6, THE TOP EVOE IS MORE THAN 56'A50VE THE FLOOR; A INALK1146 SURFACE 15 Y41THIN 56* FROM THE 6LAZINC7 MEA5URD HORIZONTALLY IN A REMODELS: FOR ALTERATIONS OR IMPROVEMENTS TO SIN(SLE-FAMILY RESIDENCES, AS A CONVITION FOR ISSUANCE OF A CERTIFICATE OF OCCUPANCY OR FINAL PERMIT CENTER OF METER READOUT TO BE AT A HEIdHT OF 4 W MINIMUM TO -1 5" MAXIMUM. TONFL BARS! PROVIDE BACKIN& FOR TONEL BARS 0 44"ADOVE FLOOR. TAFFINC, SOREN EXTENVIN& THROU6H THE STEEL STUD A MIN, OF 5 EXPOSED STRAIGHT LINE. CRO 305.4.5 APPROVAL, THE PERMIT APPLIr-ANT SHALL REPLACE ALL NON-COMPLIANT PLUMBIN6 'CONFIRM LOCATION' URINALS: FLON RESTRICTEP TO 0.5 GALLONS PER FLUSH. C6,1350 4.305.1.2 THREADS FOR EVERY 2 5GUARE FEET OF STONE VENEER. TH15 TIE SHALL BE A SAFETY (51LASS 15 REOUIREV AT GLASS IN INALL5, ENCLOSURES OR FENCES CONTAINING FIXTURES Y41TH NATER-6ONSERVIN6 PLUMDIN6 FIXTURES. CA SENATE BILL 4017. OAS SFRVICF� ININVOINS� PROVIDE SAFETY &LASS It- BOTTOM OF GLAZING 15 LE55 THAN &O' ABOVE LOOP HAVING LE&S NOT LESS THAN 15- IN LENGTH, SO BENT THAT IT NILL LIF IN THE OR FACING HOT TU135,5PAS, INHIRLIFOOL5, SAUNAS, STEAM ROOMS, BATHTUBS, INATER SOIFTNERS: PROVIDE 5/4"PIPE CONNECTION. CPC 6 1 1.4, PROVIDE AT LEAST 5 &'FROM &A5 RISER TO ELECT, SERVICE. ,FACE 4 DRAIN INLET. CRr, 505.4.5. EXCEPTION: C -LAZING A SHONER OR TUB SUR STONE VENFF_R MORTAR JOINT. SHONER5 4 INDOOR OR OUTDOOR POOLS INHERE THE E30TTOM EDGE OF THE &LAS5 IS RO F 4 CEILIN6: 0 NO NINVOIN OR VENT Y41THIN 5 6* HORIZONTALLY 4 1 O'VERTICALLY. ,ED HORIZONTALLY, FROM NATER -5 Evc-E. THAT 15 MORE THAN 60 INCHES, MEA5UR THE LAST 2'OF EAOH Y41RE LEG SHALL HAVE A R*HT-ANOLE SEND. NITHIN 60"MEASOREP VEP TICALLY ABOVE A STANDING OR INALKIN6 SURFACE:. CIPIC NATER HEATERS: BEPROOMS; 4-) 1"MIN. THICKNESS OF CEMENT GROUT SHALL BE PLACED BETNEEN THE BACKINO 4 THE 305,4,5. 5 4 ENCLOSED RAFTER SPACES SHALL HAVE OR ATTIC VENTILATION: ATTIC 055 INATER HEATERS: PROVIDE THE FOLLONINC 5MOKE/C.O, ALARMS; SEE SMOKIE/C.O. ALARMS IN 6ENERAL NOTES. STONE VENEER. STUCCO NEEP 5CREEPS: INSTALL INEEP SCREEDS 2"ABOVE PAVED AREAS 4 4* ABOVE &REEN PLANNINS $ DESION: VENTILATION FOR EACH SEPARATE SPACE. A MINIMUM OF l'OF AIRSPACE 15 REGUIREV BETNEEN THE INSULATION 4 THE ROOF SHEATHING. THE NET FREE VENTILATING AREA UNOBSTRUCTED 120v RECEIPTAOLE INITHIN 5. SLEEPIN6 ROOMS SHALL HAVE AT LEAST ONE EMERGENCY ESCAPE AND RESCUE SOIL- PUP -INC, CONSTRUCTION, ONE OR MORE OF THE FOLLONINC, MEASURES SHALL BE SHALL NOT BE LESS THAN I / I 50 OF THE AREA OF THESPACE VENTILATED, INITH HALF OATE&ORY III or IV VENT, OR TYPE 5 VENT INI 5TRAI6HT PIPE BETNEEN OUTSIDE OPENING, SUCH AS AN EXTERIOR OPERABLE NINVON, POOR Of-, SIMILAR FIRE SPRINKLERSYSTEM- IMPLEMENTED TO PREVENT FLOOVIN6 OF THE ADJACENT PROPERTY, PREVENT EROSION OF THE VIENTIN6 LOCATED IN THE UPPER PORTION OF THE SPACE 49 THE BALANCE TERMINATION 4 INHERE NATER HEATER IS INSTALLED, INATER HEATER5 CAPABLE OF IGNITING FLAMMABLE VAPOR5 MUST DE 1 8"ABOVE DEVICE, ORC R 3 I 0. I ININVON5: PROVIPE 1 POOP, OR SEVROOM ININDON INITH A MIN. NET CLEAR OPENING AN AUTOMATIC RESIDENTIAL FIRE SPRINKLER SYSTEM SHALL BE INSTALLEP. 4 RETAIN SOIL RUNOFF ON THE SITE: RETENTION BA5fNS OF SUFFICIENT SIZE SHALL BE UTILIZED TO RETAIN STORM INATER PROVIDED BY SOFFIT VENTS. C,Rr_ R506. 1 4 R606.2. ATTIC AOCIE5S� SEE ATTIC ACCE55 FOR NOTES. THE FLOOR. OMO 305. OF 5.1 SOFT. EXCEPTION: 6RAVE FLOOR OPENING CAN HAVE A MIN. NET CLEAR EXCEPTION: AN AUTOMATIC RESIDENTIAL FIPE5FRINKLER SYSTEM SHALL NOT BE ON SITE. RADIANT 15APP-IER 5HEATHIN6; INHEN RADIANT BARRIER SHEATHING 15 REOUIREP, THE CONDENSATE DRAIN NO MORE THAN 2"HIr7HFR THAN THE: BASE OF THE NATER OPENING OF 5.0 SOFT, CRO R3 1 0, 1. REGUIREP FOR ADDITIONS OR ALTERATIONS TO EXISTING BUILDINGS THAT ARE NOT INHERE STORM Y,IATEP 15 CONVEYED TO A PUBLIC VRAINArF_ SYSTEM, COLLECTING RAPIANT BARRIER SHALL ALSO BE INSTALLED ON ALL VERTICAL SURFACES AND HEATER THAT ALLOY45 NATURAL VRAINA6,F_ Y41THOUT PUMP ASSISTANCE. SILL HE16HT: MAX. 44* ABOVE FLOOR ALREAVY PROVIDED NITH AN AUTOMATIC RESIDENTIAL SPRINKLER SYSTEM, CPO POINT, GUTTER OKSIMILAR DISPOSAL METHOD, INATER SHALL BE FILTERED BY USE OF OABLE ENV NALL5 IN THE ATTIC. CAS SUPPLY LINE IN/ A CAPACITY OF AT LEAST 200,000 BTU/HR. MIN, OPENING HFI&HT. 24- R3 13.2. A BARRIER 5YSTEMNATTLE OR OTHER METHOD APPROVED BY THE ENFORCING SITE APPRE55: PROVIDE SEISMIC BRACIN6 FOP, N/H AT LOOATIONS EaUAL TO THE TOP 4 BOTTOM MIN, OPENING NIPTH: 20'. INHERE INSTALLED, RESIDENTIAL FIRE SPRINKLER SYSTEMS, OR PORTIONS THEREOF, A & F_ N OY% I /3 OF ITS VERTIOAL PIMEN510N. STRAF5HALL BE A MIN. OF 4'ABOVE CONTROLS. OEILIN& HEI(5HTS: SHALL BE IN ACCORPANCE NITH NFPA 13V OR CPC SECTION PIS 15.5. COMPLIANCE NITH A LANFUL ENACTED 5TORMNATER MANAGEMENT ORVINANCE. BUILDINGS SHALL HAVE AFIFROVEP ADDRE-55 NUMBERS, BUILVIN& NUM13ERS OR APPROVED BUILDING IDENTIFICATION PLACED IN A POSITION THAT IS PLAINLY LEGIBLE CPr_ 50-7.2 A PRESSURE It TEMPERATURE RELIEF VALVE TO OUTSIDE N/ UNTHREADED PIPE , FIREPLACE5: METHODS TO MANAGE SURFACE NATER INCLUDE- SINALE5, NATER COLLECTION 4 FRONTINC, THE PROPERTY. THESE HABITABLE 5 FACE: HALLINAYS, BATHROOMS, TOILET ROOMS, LAUNDRY ROOMS AND PISPOSAL SYSTEMS, FRENCH DRAINS, NATER RETENTION OARDENS 4 OTHER INATER AND VISIBLE FROM THE STREET OR ROAD NUMBERS FACING PONNNARP BETINEEN &"TO 24'ABOVE GROUND POINTIN6, VONNNARP. CFc PORTIONS OF BASEMENTS CONTAINING THESE SPACES SHALL HAVE A CEILIN6, HEIC,HT ISA5 FIREPLACE; SHALL BE VIRECT-VENT SEALED -COMBUSTION TYPE. ALL FACTORY MEASURES NHI(:�H KEEP SURFACE NATER ANAY FROM BUILVIN65 4 AID IN SHALL CONTRAST INITH THEIR BACK(51ROUNP. 605.5. OF NOT LESS THAN I FEET. BUILT FIREPLACES SHALL BE LISTED AND LABELED AND SHALL BE INSTALLED IN OROUNPINATER RECHAR61E. ADDRESS NUMBERS SHALL 13E ARABIC NUMBERS OR ALPHABETICAL LETTERS. HOT INATER SUPPLY PIPING B/4* 4 GREATER SHALL BE INSULATED. CEO 150.0 (J) 2 III EXCEPTIONS: ACCORDANCE Y41TH THE CONDITIONS OF THE LISTING. FIREPLACES SHALL BE TESTED MANUAL SHALL BE AVAILA13LE FOR HEATIN& 4 00OLINC-p: NUMBERS SHALL BE A MINIMUM OF 4 INCHES NITH A MINIMUM STROKE NIPTH OF 1/2 NOT INATER PIPING SUPPLYING THE KITCHEN SHALL BE INSULATED. CEO 150.0 fJ) 2 VI FOR ROOMS NITH 5LOPEV CEILINGS, AT LEAST 50 PERCENT OF THE REGUIRED IN ACCORDANCE NITH UL 1121 � THE INSTALLATION INCH, NHEN REGUIRED BY LOCAL SU�LDIN& OFFICIALS; PROVIDE NATER HEATER FLOOR AREA OF THE ROOM MUST HAVE A CEILIN(S HEIGHT OF AT LEAST I FEET AND REVIEN BY THE BUILDING INSPECTOR UPON REGUEST. C615C 4,505. 1, ORO R I OOR, DURING ROUC,H INSTALLATION OR STORA6E ON SITE 4 UNTIL FINAL STARTUP OF THE NHEPE ACCESS 15 BY MEANS OF A PRIVATE ROAD AND THE BUILVIN6, ADDRESS PROTECTION INITH (2) 46' x 4* STEEL PIPE (ANSI SCHEDULE 40) IMBEVDEP 12* INTO NO FORTION OF THE REGUIRED FLOOR AREA MAY HAVE A CEILING HEIGHT OF LF -55 CMC -105.2� HEATING 4 COOLING EaUIPMENT, ALL VUCT AND OTHER RELATED AIR DISTRIBUTION CANNOT BE VIENED FROM THE PUBLIC NAY, A MONUMENT, POLE OR OTHER 516N OR CONCRETE 12'DIA. x 1 5"DEEP CONCRETE - FILL PIPE N/ CONCRETE. CFC 50-1.1 5. 1. THAN 5 FEET, NOOV STOVES 4 PELLET STOVES1 INSTALL AS PER MF&�SPECS 4 COMPLY NITH U.S� EPA COMPONENT OPENINGS SHALL BE COVIEREDNITH TAPE, PLASTIC, SHEET METAL OR MEANS SHALL BE USED TO IDENTIFY THE STRUCTURE. NATER HEATERS IN CONFINED SPACE5i PROVIDE 50 5OUARE INCHES OF SCREENED BATHROOMS SHALL HAVE A MINIMUM CEII-IN& HEIGHT OF 6 FEET 5 INCHES AT THE PHASE It EMISSION LIMITS. OTHER METHOV5, SMOKE/O.O. ALARMS: VENT 12'FROM TOP 4 NITHIN 12' OF BOTTOM. CMC -10 1.6 CENTER OF THE FRONT CLEARANCE AREA FOR FIXTURES AS 5HONN IN INOOD STOVE FLUE: TO EXTEND NOT LESS THAN 3 FEET ABOVE THE HIGHEST POINT HEATINO: EVERY PNELLIN6 UNIT SHALL BE PROVIDED NITH HEATIN& FACILITIES CAPABLE SMOKE ALARMS: ATTIC, MOVNTFP. TANKLE55 INATUR HFATFR5� CEO 150.0 (N) FIGURE R301. 1. THE CEILIN6 HEIGHT ABOVE FIXTURES SHALL_ 5E SUCH THAT THE INHERE IT rA5SF_5 THROU61-1 A ROOF AND NOT LF -55 THAN 2 FEET HIGHER THAN A OF MAINTAINING A MINIMUM ROOM TEMPERATURE OF 65'F AT A POINT 5 FEET AE30VE 1.) SMOKE ALARMS SHALL BE INSTALLED IN THE FOLLONIN& LOCATIONS- PROVIDE 24"SOLIP PASSAGENAY FROM ATTIC ACCESS TO 50"xBO* NORKIN& FIXTURE IS CAPABLE OF SEINC, USEP FOR ITS INTENDFP PURPOSE, A SHONER OR PORTION OF A f3UILVINO V41THIN A HORIZONTAL DISTANCE OF 1 0 FEFT� CMC 5025A THE FLOOR. CDC 1204. 1 A. IN EACH SLEEPING ROOM� PLATFORM. TUB EaUIFPFP V41TH A SHONERHEAD SHALL HAVE A MINIMUM CEILIN5 HEIGHT OF 6 FIREPLACES, NOOP5TOVES 4 PELLET STOVES; SHALL ALSO COMPLY NITH APPLICABLE FORCED AIR UNIT� B. OUTSIDE EACH SEPARATE 5LEEFING AREA IN THE IMMEDIATE VICINITY OF THE PROVIDE 120v RECEPTACLE P41THIN V4 LIOHT NEAR THE UNIT NI A 5NITCH AT FEET 5 INCHES ABOVE A MINIMUM AREA 50 INCHES BY 50 INCHES AT THE LOCAL ORDINANCES, ATTACHMENT: IN5TALL PER HVAC CONNECTION DETAIL. BEPROOMS� ENTRANCE TO PA55AOFAAY. CFC, 50,5.4. 5HONERHEAV. FIRE 51-00KIN6z PROVIDE FIRE BLOCKING AT PLATE LINE OF FIREPLACE. R50:2.111.4 ATTIC, PA55A&ENAY; PROVIDE UNOBSTRUCTEP. SOLID FLOOR NOT LESS THAN 24*. 2.) INHEN MORE THAN ONE SMOKE ALARM IS REGUIREP TO BE INSTALLED INITHIN AN CATE&ORY III or IV VENT, OR TYPE 5 VENT N1 STRAIGHT FIFE: BETINEEN OUTSIDE CONSTRUCTION INA5TE: Fif:ZE-PE!BISTANT,CON5TPUCTION: THE ATTIC FURNACE ACCESS SHALL NOT EXCEED 20' FROM THE ATTIC, ACCESS INDIVIDUAL VNIELLING UNIT THE ALARM PEVICE5 SHALL BE INTERCONNECTED IN SUCH TERMINATION 4 INHERE NATER HEATER IS INSTALLED. 1.) CONSTRUC-TION INA5TE MANAGEMENT: RECYCLE AND/OR 5ALVA6E FOP, REUSE A 1.) THE &ARA&E ANV/OR CARPORT SHALL BE SEPARATED AS REOUIRED BY TABLE =16HT IS LE55 THAN 6 -FEET IN HEICIHT. Civic, SECTION OFIENIN6, IF THE CLEARANCE HE 4104,111,2� PROVIDE MINIMUM 30"x5O"X�WHIOH INORKIN6 SURFACE IN FRONT OF A MANNER THAT THE ACTUATION OF ONE ALARM AILL ACTIVATE ALL OF THE ALARMS A CONVENSATE DRAIN THAT 15 NO MORE THAN 2 INCHES HIGHER THAN THE BASE OF THE IN5TALLEPINATER HEATER, AND ALLON5 NATURAL PRAININC7 NITHOUT PUMP MINIMUM OF 50 PERCENT OF THE NON -HAZARDOUS CONSTRUOTION 4 DEMOLITION IGS IN &ARA6E INALL5 SHALL COMPLY NITH SECTION R302.5. SERVICE SIDE OF F.A.U. IN THE INDIVIDUAL UNIT. ASSISTANCE INASTE IN ACCORDANCE INITH EITHER SECTION 4.405.2,4�405�5 OR 4.405.4, OF, MEET PINELLIN&ASARAOIE AND/OR CARPORT SEPARATION: CONDENSATION DRAIN PAN� PROVIDE A INATERTI&I-IT CORROSION -RESISTANT METAL 5.) SMOKE ALARMS SHALL RECEIVE THEIR PRIMARY POINER FROM THE SUILPING, INIRIN& A &A5 SUPPLY LINE INITH A CAPACITY OF AT LEAST 200,000 BTU/HR. A MORE 5TRIN6ENT LOC,AL CONSTRUCTION 4 DEMOLITION NASTP MANA&EMENT A. FROM THE RESIDENCE AND ATTICS: NOT LESS THAN 1/2-INOH &YPSUM BOARD OR PAN BENEATH THE F.A,U. NITH NOT LESS THAN A 3/4* DIAMETER DRAIN TO AN PROVIDED THAT SUCH NIRINO IS SERVED FROM A COMMERCIAL SOURCE AND SHALL BE EOUIPPEP NITH A BATTERY BACKUP. ORO R5114�4. YiHOLE BUILDINO VENTILATION: ORDINANCE. 4AO5.1 VOUIVALENT APPLIED TO THE &ARA&E SIPE. APPROVED LOCATION. CFO 50-1.4.4 OMC S 12.2. EXCEPTIONS; B. FROM ALL HABITABLE ROOM5 ABOVE THE 6ARA615 OR OARPORT� NOT LESS DRAIN PAN: FOR PROPANE F.A.U.'5 PROVIDE DRAIN PAN AS PER CMC SECTION EXCEPTIONS: SMOKE ALARMS ARE PERMITTED TO BE SOLELY BATTERY OPERATED NHOLE DUILr,>INr, \/F_NTILATION� ONE OF THE BATHROOMS OR LAUNDRY EXHAUST FANS, A, EXCAVATEP SOIL 4 LAND-Cl-FARIN6 DEBRIS. THAN 518 -INCH TYPE X GYPSUM BOARD OR EOUIVALENT. TO PROVIDE FOP, REMOVAL OF UNBURNED &A5. IN EXISTING BUILPIN65)NHERE NO CONSTRUCTION 15 TAKING PLAr-E. AS THE QUALIFYIN6 INHOLE-BUILDIN6 VENTILATION FAN,SHALL COMPLY Y41TH THE 13. ALTERNATE NASTE REDUCTION MFTHOVS DEVELOPED BY NORKIN6 Y41TH LOCAL C. 5TRUCTURE(S) SuPPORTINC, FLOOR/r-EILINO ASSEMBLIES USED FOR SEPARATION SERVICE C>Ir;.C,ONNECT: $ PROVIDE 220v ELECT. DISCONNECT 41 1 Ov PROTECTED CARBON MONOXIDE ALARMS: FOLLONIN6: AGENCIES IF VIVERSION OR RECYCLE FACILITIES CAPABLE OF COMPLIANCE NITH REOUIREP BY THIS SECTION: NOT LESS THAN 112 -INCH &Yr5UM BOARD OR SERVICE RECEPTACLE INITHIN 2 5'. CMC 5 1 O� 1. FOP, NEIN CONSTRUCTION, AN APPROVED CARBON MONOXIDE ALARM SHALL BE A MINIMUM C,FM RATINO OF -15 CFM� THIS ITEM PO NOT EXIST OR ARE NOT LOCATED REA50NABLY CLOSE TO THE EOUIVALENT. HVAC, r_ONVF:N5IN6 UNIT: IN5TALLEV IN VNELLIN6 UNITS AND IN 5LEEPINC, UNITS NITHIN INHICH FUEL-BURNIN& BE RATED A MAXIMUM OF 1.0 SONE. 0� (5ARA&ES LOCATED LESS THAN 5 FEET FROM A DINELLIN& UNIT ON THE SAME LOT: CONCRETE PAP OR APPROVED BASE EXTENDING 5'OR MORE ABOVE GROUND LEVEL. APPLIANCES ARE INSTALLED AND IN DYiELLINr, UNITS THAT HAVE ATTACHED 6ARA(5ES. THE CONTROL SINITCH MUST BE LABELEP AS THE PNIHOLE-BUILVIN& VENTILATION 4 FAN _1055ITE� C, THE ENFORCING A6ENOY MAY MAKE EXCEPTIONS TO THE REGUIRIEMENTS OF TH15 NOT LESS THAN 1/2 -INCH &YPSUM BOARD OR EOUIVALENT APPLIED TO THE SERVICE DISCONNECT: FROVIVE 220v ELEOT. PISOONNECT NITHIN 25'ri/ 50"x5O" NHERE A PERMIT IS REOUIRED FOR ALTERATIONS, REPAIRS OR ADDITIONS EXCEEDING ONE THOUSAND DOLLARS ($ 1,000), EXISTING DINELLINS9 OR SLEEPING UNITS THAT SHOULD OPERATE NHENEVER THE HOME 15 0(:;CUPIEV. SECTION NHEN ISOLATED J05 51TES ARE LOCATED IN AREAS BEYOND THE HAUL INTERIOR S117E Or EXTERIOR INALLS THAT ARE MITHIN THIS AREA. ENCLOSED ACCESSIBLE SPACE UNDER 5TAIR5 SHALL CLEAR NORK5PACE S 1 1 Ov NP (5FCI PROTECTED SERVICE RECEPTACLE NITHIN 25'. HAVE ATTACHED 6ARArvE5 OR FUEL-BURNIN6 APPLIANCES SHALL BE PROVIDEP INITH r4HOLE HOUSE FAN: BOUNVARIES OF THE DIVERSION FACILITY. 2.) CONSTRUCTION NASTIE MANAGEMENT PLAN. SUBMIT A CONSTRUCTION NASTIE 2.) UNVER-STAIR PROTECTION: HAVE NALLS, UNPER-5TAIR SURFACE AND ANY SOFFITS PROTEOTEV ON THE CEC 210.6 5 4 C -MO 5 1 0. 1. KITCHEN- A CARBON MONOXIDE ALARM IN ACCORDANCE NTH SECTION IRS 15. 1 � CARBON MONOXIVE ALARMS SHALL ONLY BE REOUIRED IN THE SPECIFIC VINELLIN& UNIT OR THE INHOLE HOUSE FANSHALL HAVE INSULATED LOUVERS OR A COVER INHICH OL05E5 NHEN THE FAN 15 OFF. COVERS OR LOUVERS SHALL HAVE A MINIMUM INSULATION VALUE MANAOEMENT PLAN IN CONFORMANCE INITH ITEMS A THROU61-11 E. THE CONSTRUCTION ENCLOSED SIDE INITH 112 -INCH &YP5UM BOARV. NASTE MANAGEMENT PLAN SHALL BE UPPATEM AS NECESSARY S SHALL BE 5.) FIRFBLOC,KING; IN COMBUSTIBLE CONSTRUCTION, FIREDLOCKINS, SHALL BE 15LANP SINKS: SPECIAL VENTING 15 REOUIREP. SEE CFO, SECTION c101i. 1. 5LEEPIN& UNIT FOR INHICH THE PERMIT NAS OBTAINED. OF R-4.2. AVAILABLE PURIN6 CONSTRUCTION FOP, EXAMINATION BY THE ENFORCINO AGENCY. PROVIDED KITCHEN FAUCETS% FLON RESTR16TED TO 1.5 GPM 0 60 P51, 06,55C, 4.50B. 1 A.4 SIN&LE- AND MULTIrLE-STATION CARBON MONOXIDE ALARMS SHALL BE LISTED AS Y41LDLAND URBAN INTERFACE (MU.I.): 4,405�2 TO CUT OFF ALL CONCEALED PRAFT OPENINC75 (BOTH VERTICAL AND HORIZONTAL) REFRI&F-RATOR SPACE: PROVIVE INATER HOOKUP. COMPLYIN6 P41TH THE REGUIREMENT5 OF UL 2054. CARBON MONOXIDE PETECITORS PINELLIN65 LOCATEP NITHIN A STATE RESPONSIBILITY AREA SHALL COMPLY Y41TH THE A, IDENTIFY THE CONSTRUCTION 4 DEMOLITION NASTE MATERIALS TO BE VIVERTIEV AND TO FORM AN EFFECTIVE FIRE BARRIER 5ETINEEN STORIES, AND 5ETINEEN A TOP LANDIN65: SHALL BE LISTED AS COMPLYING INITH THE REGUIREMENT5 OF UL 2015. CARBON FOLLOININ6: FROM VISP05AL BY RECYCLIN6, REUSE ON THE PROJECT OR SALVA6E FOR STORY AND THE ROOF SPACE, FIRESLOCKINO SHALL BE PROVIDED IN NOOV-FRAME CON5TRUOTION IN THE LANVIN(55: THE LANPIN(5 AT AN EXTERIOR VOORNAY SHALL NOT BE MORE THAN MONOXIDE ALARMS AND CARBON MONOXIDE VETIECTORS SHALL BE INSTALLED IN AGCORVANOE NITH THIS COPE, THE CURRENT EVITION OF NFPA720'STANPARO FOR PEOKIN& SURFACES: THE NALKIN& SURFACES OF DECKS, PORCHES, BALCONIES 4 FUTURE USE OR SALE. 7.1 5 INCHES DELON THE TOP OF THE THRESHOLD, PROVIDED THE POOR, OTHER THAN THE INSTALLATION OF CARBON MONOXIDE (CO) PETECTION ANP NARNIN& EGUIPMENT* STAIR515 INITHIN 1 0 FEET OF THE BUILDIN6,5HALL BE CONSTRUCTED OF ONE OF THE 8, SPECIFY IF CONSTRUCTION * DEMOLITION NASTE MATERIALS Y41LL Be SORTED ON- FOLLONIN& LOrATION5: IN CONCEALED SPACES OF STUD NALLS AND PARTITIONS. INCLUDING FURRED AN EXTERIOR STORM OR SCREEN DOOR, DOES NOT SNIN(5 OVER THE LANPINC,. CRO AND THE MANUFACTURER'S INSTALLATION IN5TRUCTION5. OTHER CARBON MONOXIDE FOLLONIN6 MATERIALS: ORO 321A 51TE (SOURCE SEPARATED) OR BULK MIXED (SINGLE STREAM). A, SPACES AND PARALLEL PONS OF STUDS OR 5TA&S,IEREP STUDS, AS FOL.LONS! RS 1 1.3.2. PROVIDE 56* MINIMUM LANDING AT ALL EXTERIOR DOORS. ALARM ANP DETECTION DEVICES AS RECO&NIZED IN NFPA 1 20 ARE ALSO I&NITION-RESISTANT MATERIAL THAT COMPLIES P41TH SFM STANDARD 12-7A-4 4 6. IDENTIFY DIVERSION FACILITIES INHERE THE CONSTRUCTION 4 DEMOLITION INASTE HANDRAILS: PROVIVE HANDRAILS ON AT LEAST (1) SIDE OF STEPS INITH (4) OR CB 12-A-5. MATERIAL Y41LL BE TAKEK 1) VERTICALLY AT THE CEILING AND FLOOR LEVELS. 2) HORIZONTALLY AT INTERVAL5 NOT EXCEEDINC, 1 0 FEET (50415 MM), MORE RISERS. CIRC R5 1 1 -7.5. CARBON MONOXIDE ALARMS REOUIREP BY SECTIONS P3 15.1 AND R3 15.2 SHALL BE EXTERIOR FIRE RETARDANT TREATED NOOV. P. IDENTIFY CONSTRUCTION METHODS EMPLOYED TO REDUCE THE AMOUNT OF B. AT ALL INTERCONNECTIONS BETINEEN CONCEALED VERTICAL AND HORIZONTAL 6UARPS: &UARC�S ARE REOUIREP FOR NALKIN6 5URFACE5 LOCATED MORE THAN INSTALLED IN THE FOLLOY41NO LOCATIONSs CP(:; R315. NONCOMBUSTIBLE MATERIAL. CONSTRUCTION 4 DEMOLITION NASTE 6ENFRATEP. SUCH AS OCCUR AT SOFFITS. PROP CEILINGS AND COVE CEILINGS. 30"ABOVE ADJACENT &RAVE. CRr_ R5 12. 1, 1. A. OUTSIDE OF EACH SEPARATE VNELLIN& UNIT SLEEPING AREA IN THE IMMEPIATE ANY MATERIAL THAT COMPLIF5 Y41TH 5FM STANDARD 12 -'IA -4A NHEN ATTAOHEP E. SPECIFY THAT THE AMOUNT �f CONSTRUCTION 4 DEMOLITION INA5TE MATERIALS SPACES SPACES BETINEEN STAIR 5TRINOERS AT THE TOP AND BOTTOM OF LAUNDRY ROOM: VICINITY OF THE 5EVROOM(S). EXTERIORINALL COVERING 15 ALSO EITHER NONCOMBUSTIBLE OR IGNITION-RF515TANT DIVERTED SHALL BE CALCULATED BY INE14514IT OR VOLUME, OUT NOT BY BOTH. 3j NASTE MANAGEMENT COMPANY: UTILIZE A NA5TE MANAGEMENT COMPANY, C. IN CONCEALED THE RIJN. ENOLOBEP SPACES UNDER STAIRS SHALL COMPLY V41TH SECTION R502.1. P F 5 DRYF _-XHAU T: B. ON EVERY LEVEL OF A VNELLINO UNIT INCLUDING BASEMENTS. MATERIAL. EAVES 4 SOFFITS: APPROVED BY THE ENFORCING A&ENCY. NHICH CAN PROVIDE VERIFIABLE P. AT OPENINGS AROUND VENTS, PIPES, DUCTS, CABLES AND NIRES AT CEILIN6 AND PROVIDE 4"MIN. EXHAUST DUCT TO OUTSIDE AIR INITH BArK-PRAFT PAMPER. MAXIMUM STAIRS, HANPRAIL5 $ OUARPS: MUST BE NON-OOMBUSTIBLE OR IGNITION RESISTANT. OPEN ROOF EAVES ALLONED N/ DOCUMENTATION THAT THE PERCENTA&E or OONSTPUC,TION 4 DEMOLITION NA5TE FLOOR LEVEL, P41TH AN APPROVEV MATERIAL TO RESIST THE FREE PASSAGE OF LEN&TH FOR THE DRYER EXHAUST DUCT 15 14 FEET N1 2 ELBOINS. STAIR INIDTH: STAIRNAYS SHALL HAVE A NIDTH OF NOT LESS THAN 56 INCHES. SPIRAL FIRE RES15TANT PLYNOOD OR 055, ORO R527.1,5. MATERIAL DIVERTED FROM THE LANDFILL COMPLIES NITH SECTION 4,40b. 1. FLAME AND PRODUCTS OF COMBUSTION. THE MATERIAL FILLINS, TH15 ANNULAR DRYER VENT TO TERMINATE 5 &"MIN. FROM ANY ININVON OPENINC,. STAIRNAYS AS PROVIDED FOR IN SECTION 1 00.1.q. FAVE VENTS; NOTE: THE ONNER OR CONTRACTOR MAY MAKE THE DETERMINATION IF THE SPACE SHALL NOT BE REOUIREP TO MEET THE ASTM E 156 REOUIREMENTS. TERMINATE NOT LESS THAT WFROM PROPERTY LINE OR BUILDING OPENIN65. STAIR HEADROOM: 5TAIRNAYSSHALL HAVE A MINIMUM HEADROOM CLEARANCE OF 80 TO BE APPROVEV EAVE ENTS THAT RESIST THE INTRUSION OF FLAME 4 BURNING CONSTRUCTION it VEMOLITION NA5TE MATERIAL5 MILL 13E DIVERTED BY A NA5TE E. FOR THE FIREBLOOKIN& OF CHIMNEYS AND FIREPLACES, SEE SECTION P. 1 005, I 1q. PROVIDE 100 50 INCHES OF VENT 0 LAUNDRY ROOM DOOR., EXCEPT FOP, THE INCHES MEASURED VERTICALLY FROM A LINE CONNECTING THE EVGE OF THE N05IN&S. EMBERS. r -RC, R52 6.5. EXCEPTION 0 1: VULCAN VENTS OR TESTED EOUIVALENT, MANAGEMENT COMPANY. FLOOD ZONE: FOLLOININ(57 SUCH HEADROOM SHALL BE CONTINUOUS ABOVE THE STAIRNAY TO THE POINT NHERE EXTERIOR POOR$: 4j NASTE STREAM REDUCTION ALTERNATIVE: PROJECTS THAT &ENERATE A TOTAL FOR PROPERTIES LOCATED IN A, FLOOVI ZONE A; 5'TALL LAUNDRY ROOMS OF 155 SOFT OR MORE; THE LINE INTERSECTS THE LANDING, DELON, ONE TREAD DEPTH BEYOND THE BOTTOM MUST BE FIRE RESISTANT� POOR EXT. SURFACE MUST BE NONCOMBUSTIBLE OR COMBINED NEI&HT OF CONSTRUCTION 4 VEMOLITION INA5TE DISPOSED OF IN PROVIDE TY40 COMPLETEC) FEMA FLOOD ELEVATION CERTIFICATES PREPARED BY A q'TALL LAUNDRY ROOMS OF 125 SOFT OR MORE; 1 O`TALL LAUNDRY ROOMS OF 1 1 0 SOFT OR, MORE. RISER. THE MINIMUM CLEARANCE SHALL BE MAINTAINED THE FULL Y41PTH OF THE I&NITION RESISTANT MATERIAL OR BE SOLIP CORE INOOD 1 51b* THICK OR HAVE A LANDFILLS, NHIOH 00 NOT EXCEED FOUR (4) LBS./Sa. FT. OF THE BUILDING AREA SHALL MEET THE MINIMUM 50 PEROENT CONSTRUCTION NASTE REDUCTION CALIFORNIA RE61STEREP PROFESSIONAL OR LAND SURVEYOR. CONFINED SPACES S CLOSETS: PROVIVIE 1 00 50 INCHIES OF VENT 0 LAUNDRY ROOM 5TAIRNAY AND LANDING. STAIR INALKILINE: THE NALKLINE ACROSS PNINVER TREAPS SHALL BE CONCENTRIr. TO FIRE-RES15TIVE RATING OF NOT LE55 THAN 20 MINUTES� ORO R521.5. EXTERIOR 6LAZIN6/11NINPON5t REaUIREMENT IN SECTION 4.405. 1. PROVIDE FLOOD RF-515TANT CONSTRUCTION. 6RC R322, THE BOTTOM OF FLOOD VENTS (FV) SHALL BE No HIGHER THAN I FOOT ABOVE DOOR, IN ROOMS LESS THAN 1 1 00 OU FT. (TYPICAL DRYER 15 22,000 STU/H 4 REOUIRES 1 1 00 CU FT OF COMBUSTION AIR SFACEJ THE VIRECTION OF TRAVEL THROUOH THE TURN AND LOCATED 12 INCHES FROM THE EXTERIOR 61LAZIN& MUST BE DUAL PANE 4 14AVE AT LEAST (1) PANE OF TEMPEREP 5.) VOCUMENTATIONi DOCUMENTATION SHALL BE FROVIVEV TO THE ENFORCIN6 SIDE INHERE THE NINVER5 ARE NARRONER. THE 12 -INCH DIMEN51ON SHALL BE GLASS. ORO R321.6 A61ENCY NHIOH DEMONSTRATES COMPLIANCE NITH SECTION 4.405.2, ITEMS 1 6RAVE� ALL5, PROVIDE AT LEAST TY40 6'x 1 4- CARA6E VENTS ((51/) IN EXTERIOR &ARAGE N LE&AL REGUIREMENTS: MEASURED FROM THE INIDEST POINT OF THE CLEAR STAIR NIDTH AT THE NALKINcv EXTERIOR NALLS: THROUGH 5, SECTION 4.405.3 OR SECTION 4,405.4. LOCATED ON OFFOSITE SIPES OF ADJACENT NALL5 V41TH A TOTAL NET AREA OF NOT PERMIT ON 51TE: A COPY OF THE BUILC)INC, PERMIT MUST BE KEPT ON SITE UNTIL THE SURFACE OF THE NINPER. IF Y41NDERS ARE ADJACENT INITHIN THE FLIGHT, THE POINT OF THE NIPE5T CLEAR STAIR NIPTH OF THE ADJACENT NINPER5 SHALL BE USED. INALL COVERINGS TO BE NON-COMBUSTIBLE OR 16NITION RESISTANT. ORC R5 21.1. A, SAMPLE FORMS FOUND IN *A 6UIVF_ TO THE CALIFORNIA &REEN BUILDINC, STANDARDS COVE (RESIVENTIAL)"LOCATEP AT NNN.Hr_V.CA.60V1 LESS THAN 1 5OUARE INCH FOR EVERY 5GUARE FOOT OF ENCLOSED AREA. THE BOTTOM OF THE OPENIN6, SHALL BIE NO HIOHEIR THAN I FOOT ADOVIE GRAVE. NORK 15 COMPLETEVkNO A FINAL INSPECTION HAS BEEN MADE, (SEO. 1105.) LOINE5T FLOOR ELEVATION: IN FLOOD HAZARD AREAS, AN ELEVATION CERTIFICATE TREADS 4 RMER5� STAR, TRFAP5 AND RISERS SHALL COMPLY V41TH SECTIONS FOUNDATION 4 GABLE ATTIC VENTS: SHALL BE COVERIED INI METAL NIRE MESH OR NONCOMBUSTIBLE MATERIALS IN/ MIN, CAL&REENATIAL MAY BE USEV TO ASSIST IN DOCUMENTING COMPLIANCE NITH A FINISHEV CONSTRUCTION FLOOD ELEVATION CERTIFICATE 15 REOUIREC? PRIOR TO 15 REOUIREV AFTER PLACEMENT OF THE LONEST FLOOR BEFORE PROCEEDING Y41TH 1009A.1 THROUGH 100q.4.5.: DIMENSION REFERENCE SURFACES; FOR THE PURPOSE OF THIS SECTION, ALL OF I / 11 6* 4 SHALL NOT EXCEED 1/5'OPENIN65. CRO R5 2 -7 6�2� THIS SECTION. CONSTRUCTION 4 VEMOLITION VE15RIS (CIP) FROCE55OR5 CAN BE FINAL APPROVAL OF THIS STRUCTURE. CONSTRUCTION ABOVE. PIMENSIONS ARE EXCLUSIVE OF CARPETS, RU65 OR RUNNER5,1100-4.4.11 PORCH CEILINOS: MUST BE I&NITION-RES15TANT OR NON-COMBU5TIBLE. ORO R52.1.6. ROOF 6UTTERS: 15� MIXED LOCATED AT THE CALIFORNIA PEPARTMENT OF RESOURCES RECYCLIN& 4 FLOORINO-COVERINO: LIOHT 4 VENTILATION: 915ERHEI61-IT AND TREAD DEPTH: THE MAXIMUM RISER HEI&HTSHALL BE 1 B/4 , SHALL BE PROVIDEP N1 MEANS TO PREVENT THE ACCUMULATION OF LEAVES 4 PE13RIS RECOVERY (CALRECYCLE). CARPET SYSTEMS; ALL CARPET INSTALLED IN THE BUILVIN6 INTERIORSHALL MEET THE LICHT 4 VENTILATION: INCHES; THE MINIMUM TREAD DEPTH SHALL BE 1 0 INCHES: THE MINIMUM rilNDER TREAD IN &UTTERS. ORO P. 5 27.5.4� TESTIN& 4 PRODUCT REOUIREMENT5 OF ONE OF THE FOLLONIN&: CGBr_ 4.504.B ALL HABITABLE ROOM5 SHALL HAVE AN A60RE&ATE 6LAZINC, AREA OF NOT LESS DEPTH AT THE NALKLINE5HALL BE I 0 INCHES; AND THE MINIMUM NINPER TREAD VEPTH VENTS AT 6ABLIE5 4 FOUNPATION: SHALL BE COVERED NITH METAL V41RE MESH OR DOORS NEAR OLA55: CARPET I RUC, INSTITUTES GREEN LABEL PLUS PROCRAM. THAN a PEROENT OF THE FLOOR AREA OF SUCH ROOMS. NATURAL VENTILATION SHALL SHALL BE 6 INCHES. A NOSING NOT LESS THAN 3/4 INCH BUT NOT MORE THAN 1 1/4 NON-COMBUSTIBLE MATERIALS NfTH A MINIMUM OF l/ 1 6'ANP SHALL NOT EXCEED SAFETY 6LAZINC, 15 REGUIREP V41THIN A 24 -INCH RADIUS FROM THE EVOE OF A CALIFORNIA DEPARTMENT OF PUBLIC, HEALTH, *STANDARD METHOD FOR THE TESTINC7 4 BE THROUGH NINVOIN5, POORS, LOUVERS OR OTHER APPROVED OFENINC75 TO THE INCHES SHALL BE PROVIDED ON 5TAIRINAYS INITH SOLID RISERS INHERE THE TREAD 1/4"OPENINGS. ORO R.32T6�2 CLOSED DOOR HORIZONTALLY 4 60 INOHE5 VERTICALLY. EVALUATION OF VOLATILE ORGANIC CHEMICAL EMISSIONS FROM INDOOR SOURCES OUTE20OR AIR-1WOH OPENIN65 SHALL BE PROVIDED Y41TH REAVY ACCESS OR SHALL DEPTH IS LESS THAN I 1 INCHES. I 00q.4.2 D SAFETY GLAZING 15 NOT REOUIREV NEXT TO THE POOR INHERE ACCESS THROUGH THE U51NO ENVIRONMENTAL CHAMBEPe,VER5ION 1. 1, FEBRUARY 20 1 0 (AKA OTHERINISE BE READILY CONTROLLABLE BY THE SUILVINO OCCUPANTS. THE MINIMUM NINVER TREAP; NINVER TREADS ARE NOT rERMITTeP IN MEANS OF E(WESS 1 DOOR IS TO A CL05ET OR STORA&E AREA 5 FEET OR LE55 IN DEPTH. SPECIFICATION 0 1 550.) OPENAOLE AREA TO THE OUTDOORS 514ALC BE 4 PERCENT OF THE FLOOR AREA STAIRNAYS EXCEPT NITHIN A IDNELLIN6 UNIT, 100,1.4.3 EXCEPTIONS: OURVED SAFETY &LAZINCS: SAFETY GLAZING IS NOT REOUIREV NEXT TO THE DOOR IN INALLS PERFENVICULAR TO NSF/ANSI 140 AT THE GOLD LEVEL. BEING VENTILATED. ORC, R303, STAIRNAYS IN ACCORIDANOENITH SECTION I 00q,b. AND SPIRAL STAIRINAYS IN HAZARDOUS LOCATIONS REaUIRIN6 SAFETY &LAZINC, INCLUDE THE FOLLOININ&: THE PLANE OF THE DOOR IN A CLOSED POSITION, OTHER THAN THE NALL TOINARPs SCIENTIFIC CERTIFIOATIONS SYSTEMS INDOOR APVANTAG,E� &OLD. ADJOINING ROOMS: FOR THE PURPOSE OF PETERMININ& LIGHT AND VENTILATION ACCORVANOE NITH SECTION I 0011�11� &LAZIN6 IN 51NIN61NC, DOORS EXCEPT JALOU51F_S, IN FIXED 4 OPERABLE PANELS OF NHIOH THE DOOR 5NIN6,5 NHEN OPENED. CARPET CUSHION: ALL CARPET CUSHION INSTALLED IN THE BUILPIN6 INTERIOR SHALL Y ROOM SHALL OF CONSIDERED AS A PORTION OF AN ADJOINING DIMENSIONAL UNIFORMITY, STAIR TREADS AND RISERS SHALL BE OF UNIFORMSIZE SLIVINS DOOR BIFOLD ASSEMBLIES, AND GLAZING IN STORM DOORS. SAFETY OLAZINC, 15 REOUIREP AT THE BOTTOM OF THE STAIRINAY 4 ANY 6LAZIN6 MEET THE REOUIREMENT5 OF THE CARPET 4 RU6 INSTITUTE'S 6RFEN LABEL PRO6RAM. ROOM NHEN AT LEAST CNE -HALF OF THE AREA OF THE COMMON NALL IS OPEN AND ANDSHAPE. THE TOLERANCE BETINEEN THE LAR&EST ANID SMALLEST RISER HEIGHT OLAZIN& IN POORS 4 ENCLOSURES FOR HOT TUBS, INHIRLPOOLS. SAUNAS, STEAM NITHIN 56 INCHES HORIZONTALLY 4 60 INCHES VERTICALLY OF THE INALKIN& C6,15C 4.504.5.1 UNO55TRUCTEr ANP PROVIDES AN OPENING OF NOT LESS THAN ONE-TENTH OF THE OR 5ETNEEN THE LAR6E5T AND SMALLEST TREAD DEPTH SHALL NOT EXCEED 5/5 ROOMS, BATHTUBS 4 SHONERS, AND OLAZIN6 IN ANY PORTION OF A DUILDINO NALL SURFACE OF A STAIRINAY. CARFETAPHESIVE: ALL CARPET ADHESIVE SHALL MEET THE REGUfREMENTS OF FLOOR AREA OF THE INTERIOR ROOM BUT NOT LESS THAN 25 5OUARE FEET. INCH IN ANY FLIGHT OF STAIRS, THE &REATEST NINVER TREAD DEPTH AT THE NALKLINE ENCLOSING THESE COMPARTMENTS INHERE THE BOTTOM EXP05EV EDGE OF THE EMER&ENC,YESCAPE 4 RESCUE- TABLE4,504.11. C6504.504,3.2 LOCATION ON LOT: INITHIN ANY FLI&HT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE OLAZIN615 LESS THAN 60"ABOVE A STANDING SURFACE, SEE OENERAL NOTES, BEDROOM RE5II_IENTFLOORIN6SY5TFM5: Y4HEREREBILIENTFLOOKINC,151NSTALLEV,ATL.EA5T EXCEPT INHERE ZONING RE6ULATION5 ARE MORE RESTRICTIVE, ANY EXTERIORNALL THAN 3/5 INCH. 10001.4.4 PROFILE: THE RAPIUS OF C,URVATURE AT THE LEAVING EV6E OF THE TREAD SHALL BE GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A VOOR INHERE THE NEAREST EXPOSED EV6F_ OF THE GLAZING 15 NITHIN A 24"ARO OF EITHER A EORE55: 60 PERCENT OF FLOOR AREA RECEIVIN(S RE511 IFNT FLOORING SHALL COMPLY NITH 4.504,4 OF A VNELLINO MUST BE AT LEAST I 0 FEET FROM THE PROPERTY LINE UNLESS IT 15 AT NOT 6REATER THAN cl/ I & INCH. BEVELING OF N05INSS SHALL NOT EXCEED q/ 1 6 INCH. VERTICAL EDGE OF THE COOP, IN A CLOSED POSITION 4 INHERE THE BOTTOM EXPOSED E&RF55 DOOR: AT LEAST ONE E6RESS DOOR SHALL BE PROVIDED. THE E&RESS DOOR 014E OR MORE OF THE FOLLONINO: C656 A VOC EMISSION LIMITS DEFINEV IN THE COLLABORATIVE FOR HIGH PERFORMANCE LEAST ONE-HOUR FIRE-RESISTANT CONSTRUCTION. YlINDONS 4 OPENINGSI THE AREA OF UNPROTECTED I PROTEC,TEP NINC)ONS 4 OTHER RISERS SHALL BE 50LIP AND VERTICAL OR SLOPED UNDER THE TREAD ABOVE FROM THE UNPERSIVE OF THE N05IN& ABOVE AT AN ANGLE- NOT MORE THAN 50 DEGREES EDGE OF THE 61-AZIN6 IS LESS THAN 60"ABOVE THE INALKIN6 SURFACE. THIS PROVISION DOES NOT APPLY INHEN THERE IS, AN INTERVENINO NALL BETNEEN THE SHALL BE SIVE-HINOED, 4 SHALL PROVIDE A MINIMUM CLEAR INIDTH OF 52 INCHES INHEN SCHOOLS (CHIPS) HIGH PERFORMANCE PRODUCTS DATABASE. EXTERIOR NALL OPENINGS IS NOT LIMITEV, PROVIDED THE P15TANCE TO THE FROM THE VERTICAL. THE LEADING EDGE (NOSIN65) OF TREADS SHALL PROJECT NOT POOR 9 GLAZING, NHERE ACCESS THROUGH THE DOOR IS A CLOSET V OR LESS IN MEASURED BETNEEN THE FACE OF THE DOOR AND THE STOP, NITH THE DOOR OPEN rRODUC75 COMPLIANT NITH CHIPS CRITERIA CERTIFIEv UNDER THE (5REEN6UARV PROPERTY LINE 15 6REATIER THAN 5 FEET. MORE THAN 1 1/4 INCHES BEYOND THE TREAD DELON AND ALL PROJECTIONS OF THE DEPTH, OR TO &LAZIN& IN NALLS PERPENDICULAR TO THF_ PLANE OF THE DOOR IN A -10 DE&REES, THE MINIMUM CLEAR HE16HT OF THE DOOR OPENING 514ALL NOT BE LESS CHILVREN 4SCHOOLS PRO6RAM. NINpoNS I OPENIN65: NINVON5 4 OTHER OPENIN65 6REATER THAN 5 FEET BUT NOT LEAPINC, ED&E5 SHALL BE OF UNIFORM SIZE, INCLUPIN6, THE LEADING Fv6r- OF THE CLOSED POSITION, OTHER THAN THE NALL TOINARC75NHICH THE DOOR SININ65. THAN '75 INOHE5 IN HEIGHT MEASURED FROM THE TOP OF THE THRESHOLD TO THE CERTIFICATION UNDER THE RESILIENT FLOOR COVERIN6 INSTITUTE (RFC0 FLOOR MORE THAN 5 FEET FROM THE PROPERTY LINE ARE LIMITED IN AREA TO 25% OF THE FLOOR AT THE Tor OF A FLIGHT, I o0q.4.5 GLAZING INHERE THE INDIVIDUAL PANE 15 GREATER THAN q SOFT, HAS A BOTTOM EDGE BOTTOM OF THE STOP. CRO R5 1 1.2 LANPIN&S; THERE SHALL BE A LANDIN6, OR FLOOR ON EACH SIDE OF EACH EXTERIOR SOORE PRO&RAM. MEET THE CALIFORNIA DEPARTMENT OF PUBLIC HEALTH, *STANDARD METHOD FOR NALL AREA. NINVON5 4 OPENINGS: ININVOY45 4 OTHER OPENINGS ARE NOT PERMITTED V41THIN 3 EXCEPTION: SOLID R15ERS ARE NOT REOUIPEP FOP, STAIRNAY5 THAT ARE NOT REOWREP TO LESS THAN 1 WABOVE THE FLOOR 4 A TOP ED&E &REATER THAN 5 &* ABOVE THE FLOOR, ANE715 ADJACENT TO A INALKIN&SURFACE. VOOR. THE INIDTH OF EACH LANDING SHALL NOT BE LESS THAN THE DOOR SERVED. THE TESTING 4 EVALUATION OF VOLATILE ORGANIC CHEMICAL EMISSIONS FROM FEET OR LE55 OF THE PROPERTY LINE. COMFL`r YiITH SECTION 100-7.3, PROVIVEP THAT THE OPENING BETNEEN TREADS DOES 45LAZIN(5 ADJACENT TO 5TAIRNAY5, LANDINGS 4 RAMPS INITHIN 3 &'HORIZONTALLY OF EVERY LANVIN& SHALL HAVE A MINIMUM DIMENSION OF 56 INCHES MEASURED IN THE INDOOR SOURCES USING ENVIRONMENTAL CHAMBERS: VER51ON 1. 1, FEBRUARY ANY EXTERIOR NALL OF A DETACHEC) &ARA61E OR OTHER GROUP U OCCUPANCIES NOT PERMIT THE PASSAGE OF A SPHERE NITH A DIAMETER OF 4 INCHES. AL50,50LID A INALKIN& SURFACE, INHEN THE EXPOSED SURFACE OF THE &LASS 15 LESS THAN 60- VIRECTION OF TRAVEL. EXTERIOR LANDINC75 SHALL BE PERMITTED TO HAVE A SLOPE 20 1 0 (AKA SPECIPICATION 0 1 5 50). MUST BE AT LEAST 5 FEET FROM THE PROPERTY LINE UNLF-55 IT 15 OF AT LEAST ONE- RISERS ARE NOT REOUIREV FOR SPIRAL 5TAIRINAY5 C01,15TRUC,TEP IN ACCORDANCE A50VE THE PLANE OF THE ADJACENT INALKINO SURFACE. NOT TO EXCEED 1/4 UNIT VERTICAL IN 12 UNITS HORIZONTAL (2-FERCENT), ORO COMPOSITE NOOP PRODUCTS: HARDNOOV PLYNOOD, PARTICLEBOARD 4 MEDIUM HOUR FIRE-RESISTANT CONSTRUCTION. NINDONS t OTHER OPENINGS ARE NOT Y41TH SECTION 1 O0q,q. (5LAZIN6 ADJACENT TO 5TAIRINAY5 Y41THIN 60"HORIZONTALLY OF THE E30TTOM R5 I 11�5 PENSITY FIBERBOARD COMPOSITE NOOM PRODUCTS USED ON THE INTERIOR OR PERMITTED Y41THIN 3 FEET OR LE55 OF THE PROPERTY LINE. 5TAIRNAY LANDIN65: THERE SHALL 13E A FLOOR OR LANPINO AT THE TOP AND TREAD OF A STAIRINAY IN ANY DIRECTION, INHEN THE EXPOSE PSURFACE OF THE STAIRNAYS� STAIRNAY5 SHALL NOT BE LESS THAN 56 INCHES IN CLEAR NIPTH AT ALL EXTERIOR OF THE BUILVIN6 SHALL MEET THE REGUIREMENT5 FOP, FORMALPFHYVE AS ONF-HOUR FIRE-RESISTANT CONSTRUCTION IN61JUPES THE FOLLONING: BOTTOM OF EACH 5TAIRNAY. THE Y41DTH OF LANDIN65 SHALL NOT BE LESS THAN THE &LASS 15 LESS THAN &O'ABOVE THE NOSE OF THE TREAD. POINTS ABOVE THE PERMITTED HANDRAIL HEI&HT AND SEL.OIN THE REOUIREP SPECIFIED IN ARD'S AIR TOXICS CONTROL MEASURE FOR COMPOSITE INOOP (1 7 OCA. EXTERIOR PLASTER OVER METAL OR NIRE LATH ON THE OUTSIDE 4 515" -INCH INIDTH OF STAIRNAY5 THEY SERVE. EVERY LANDING SHALL HAVE A MINIMUM DIMENSION ALL HABITABLE ROOM5:SHALL HAVE AN A66RE&ATE GLAZIN& AREA OF NOT LE55 HEADROOM HEIGHT. HANDRAILS SHALL NOT PROJECT MORE THAN 4.5 INCHES ON q 3 120 FT SEO.). BY OR BEFORE THE DATES SPECIFIED IN THOSE SECTIONS, AS SHONN TYPE X 6YP5UM NALLBOARD ON THE INSIDE. MEASURED IN THE PIREOTION OF TRAVEL EaUAL To THE INIDTH OF THE 5TAIRNAY, SUCH THAN 8 PERCENT OF THE FLOOR AREA OF SUCH ROOMS. NATURAL VENTILATION SHALL EITHER SIDE OF THE STAIRINAY ANP THE MINIMUM CLEAR INIPTH OF THE 5TAIRINAY AT IN TABLE 4.504.5. C660 4.504.5 B. THREE-FOURTHS-INCrIl DROP SIDING OVER 1/2* GYPSUM SHEATHING ON 2* x 4" DIMENSION NEEP NOT EXCEED 4b INCHES INHERE THE STAIRNAY HAS A STRAIGHT RUN. BE THROUGH ININPON5, DOORS, LOUVERS OR OTHER APPROVED OPENINGS TO THE AND DELON THE HANORAIL HEI&HT, INCLUDING TREADS AND LANDINGS, SHALL NOT BE DOCUMENTATION: VERIFICATION OF COMPLIANCENITH THIS SECTION SHALL BE P400P STUDS AT 1 6'r -le- ON EXTERIOR SURFACE NITH INTERIOR SURFACE POOR5 OPENING ONTO A LANDIN6, SHALL NOT REDUCE THE LANDING TO LESS THAN OUTDOOR AIR. SUCH OPENINGS SHALL BE PROVIDED NITH READY ACCESS OR SHALL LESS THAN 311/2 INCHES INHERE A HANDRAIL 15 INSTALLED ON ONE SIDE AND 2-7 PROVIDED AS REOUESTEP BY THE ENFORCIN6 AGENCY. DOCUMENTATION SHALL TREATMENT AS IN ITEM 1. C7YFSUM SHEATHINO NAILED NITH 1 3/4* BY ONE-HALF THE REaUIREV INIVTH. NHEN FULLY OPEN, THE POOR SHALL NOT PROJECT OTHERY41SE BE REAENLY CONTROLLABLE 13Y THE BUILDING OCCUPANTS. THE MINIMUM INCHES NHERIE HANPRAILS ARE PROVIDED ON BOTH SIDES. ORO R5 1 1.1 INCLUDE AT LEAST ONE OF THE FOLLONIN5: COBC 4.504.5.1 NO. 1 1 rA6E BY -1 / I 6'HCAD GALVANIZED NAILS AT 8* clr,, SIPINO NAILED INITH MORE THAN7 INCHES INTO A LANPIN6. OFENA5LE AREA TO THE OUTDOORS SHALL BE 4 FERO ENT OF THE FLOOR AREA ENVIRONMENTAL GUALITY: FROVUCT CERTIFICATIONS 4 SPECIFICATIONS. '7d GALVANIZED SMOOTH BOX NAII_5� HANVRAIL5: STAIRINAY5 Y41THIN VNELLINO UNITS AND SPIRAL STAIRINAYS ARE BEING VENTILATED. MOISTURE CONTENT OF BUILPIN& MATERIALS: COBC 4.5053 eUILVIN6, MATERIALS NITH CHAIN OF CUSTODY CERTIFICATIONS- PRODUCT LADELEV I INVOICED AS MEETING THE COMPOSITE INOOP PRODUCTS C. ADDITIONAL. ASSEMBLIES FOP, FIRE-RESISTANOE-RATIEV NALL ASSEMBLIES ARE LOCATED IN TABLE '7.20.1(2). (51EC.120. 1) PERMITTED TO HAVE A HANDRAIL ON ONE SIDE ONLY. A CONTINUOUS RUN OF TREADS OR FLIGHT OF STAIRSNITH LESS THAN FOUR RISERS POES NOT REOUIRE HANPRAILS. NINVONS ON SECOND FLOOR:NINVONS HAVIN6 OFENIN(55 LOCATED NITHIN 24 INCHES V1515LE SIGNS OF NATER VAMA&E SHALL NOT 13E INSTALLED. NALL # FLOOR FRAMIN6, SHALL NOT BE ENCLOSED INHEN THE FRAMING MEMBERS EXCEEV I q- REGULATION (SEE CCR, TITLE 1 'T.SECTION q3 120, F -T sEO.). NALLS PERPENDICULAR TO THE PROPERTY LINE ARE NOT RE&ULATEP. HEIC71-IT: HANDRAIL HEI&I-IT, MEASURED ABOVE STAR, TREAD N05IN65, OR FIN15H OF THE FIN15HF-D FLOOR TO BE PROVIDED NITH NINDON FALL FREVENTION DEVICES OR OPENING CONTROL VEVIOES THAT COMPLY V41TH ASTM F 2040. CRO R5 1 2.2.1 MOISTURE CONTENT. M015TURE CONTENT SHALL BE VERIFIED IN EXTERIOR CPAVF- PROVUOTS MARKED AS MEETING THE FS- I OR FS -2 STANMARV5 6.) PROJECTIONS ARE LIMITED BASED ON LOCATION OP EXTERIOR NALL 4 NHETHER SURFACE OF RAMP SLOPE, SHALL BE UNIFORM, NOT LE55 THAN 54 INCHES AND NOT LA5T UPDATEP: bl 16/20 1 6 PERCENT OF THE ENGINEERED NOOP ASSOCIATION, THE AUSTRALIAN ASINZS 226,q OR OFENINOS ARE EITHER RESTRICTED OR NOT PERMITTED. MORE THAN 55 INCHE5� COMPLIANCE NITH THE FOLLONINS: - CONTENT SHALL BE DETERMINED NITH EITHER A PROSE -TYPE OR EUROPEAN 63(b 55 STANDARDS. q.) PROJECTIONS ARE NOT PERMITTED TO EXTEND ANY CLOSER TO THE PROPERTY &RA!5PA5ILITY; HANDRAILS NITH A CIRCULAR CROSS 5EOTION SHALL HAVE: AN OUTSIDE A, MOISTURE MOISTURE METER. IEOUIVALENT MOISTURE VERIFICATION METHODS OTHER METHODS ACOLIPTAeLE TO THE ENFORCINC, AGENCY. LINE: MORE THAN 1/3 THE P15TANCENHERE ore-NIN6,5 ARE REOUIRED TO BE PERMITTED. DIAMETER OF AT LEAST 1 114 INCHES AND NOT 6REATER THAN 2 INCHES. IF THE CONTACT -TYPE MAY BE APPROVED BY THE ENFORCING AGENCY 4 SHALL SATISFY REOUIREMENT5 FOUNDATION: FROTEOTEV, OR� MORE THAN 12 INCHES NHERF OPENINGS ARE NOT HANDRAIL IS NOT CIRCULAR, IT SHALL HAVE A PERIMETER VIMEN51ON OF AT LEAST 4 FOUNV IN SECTION 1 0 115 OF THIS COVE. PRAINACE: THE 6ROUND IMMEDIATELY ADJACENT TO THE FOUNDATION SHALL BE INCHES ANP NOT &REATER THAN (D 114 INCHES NITH A MAXIMUM CROSS-SECTION DIMENSION OF 21/4 INCHES. EVOE5 SHALL HAVE A MINIMUM RADIUS OF 0.0 1 INCH. S� MOISTURE REAPIN&S SHALL BE TAKEN AT A POINT 2 FEET TO 4 FEET FROM THE SLOPED ANAY FROM THE BUILDING AT NOT LESS THAN &"IN THE FIRST 10, (5% SLOPE). CONTINUITY- HANPRAIL ORIFFIN6 SURFACES 5HALL BE CONTINUOUS, NITHOUT ORAVE STAMPEP END OF FAOH PIECE TO BE VERIFIED. ORC R40 1.5. INTERRUPTION BY NEMEL POSTS OR OTHER 0135TRUCTION5. O, AT LEAST THREE RANVOM MOISTURE READINGS SHALL BE PERFORMED ON NALL RAISED FLOOR VENTILATION; CRANL SPACE AREA5SHALL BE VENTILATED BY EXCEPTIONS: AN APPROVED MECHANICAL MEANS OR BY OPENIN65 INTO THE UNVERFLOOR AREA HANPRAILS INITHIN VINELLIN& UNITS ARE PERMITTED TO BE INTERRUPTED BY A FLOOR FRAMIN6 INITH DOCUMENTATION ACCEPTAeLIE TO THE ENFORCING AGENCY NALLS. SUOH OPENINSS SHALL HAVE A NET AREA OF NOT LESS THAN 1 SOFT FOP, NENEL POST AT A TURN OR LANDING. PROVIVED AT THE TIME OF APPROVAL TO ENCLOSE THE NALL 4 FLOOR FRAMING. EACH 1 50 SOFT OF UNPERFLOOR AREA, ONE VENTILATION OPENING SHALL BE THE USE OF A VOLUTE, TURNOUT, STARTIN& EASIN& OR STARTING NENEL 15 ALLOINEV P, INSULATION PRODUCTS INHICH ARE VISIBLY NET OR HAVE A 1-1161-1 M015TURE LOCATED NITHIN 5- OF EACH CORNER OF THE BUILVIN6. OPENINGS SHALL BE LOCATED OVER THE LONE5T TREAD. CONTENT SHALL BE REPLAOEP OR ALLONEV TO PRY PRIOR TO ENCLOSURE IN 50 AS TO PROIVE CROSS VENTILATION. HANDRAIL ERACKET5 OR BALUSTERS ATTACHED TO THE BOTTOM SURFACE OF THE NALL OR FLOOR CAVITIES. NET -APPLIED INSULATION FROPUCTS SHALL FOLLON FOUNPATIONVFNT5�SHALL BE COVERED NITH CORROVON-RESISTANT NIRE MESH HANDRAIL THAT PO NOT PROJECT HORIZONTALLY BEYOND THE 51ME5 OF THE THE MANUFACTURERS' PRYING RECOMMENDATIONS PRIOR TO ENCLOSURE. Y41TH OPENINGS NOT LESS THAN 1 /15"AND NOT TO EXCEED 114- IN PIMEN510N. CRC HANDRAIL NITHIN 1 l/ 2 [NO HES OF THE E30TTOM OF THE HANDRAIL SHALL NOT BE R405. SEE N.U.I. NOTES FOP, PROPERTIES LOCATED IN A NILPLAND URBAN INTERFACE. CONSIVEREP OBSTRUCTIONS. FOR EACH 1/2 INCH OF ADDITIONAL HANDRAIL FOUNDATION ACCESS: PROVIDE CRAY4L 5PACE5 Y41TH A MINIMUM OF 1 ACCESS PERIMETER DIMENSION AE30VE 4 INCHES. THE VERTIGAL CLEARANOE PIMEN51ON OF OFENINO. IF ACCESS 15 THROU6H THE FLOOR IT SHALL NOT BE LESS THAN 1 5' BY 24'. IF 1 1/2 INCHES SHALL BE PERMITTED TO BE REDUCED BY I /5 INCH. THROUGH A PERIMETFR INALL IT SHALL NOT BE LESS THAN I 6- BY 24". Cmc, R405.4. 5LAB5-ON-&RAPr=: PROVIDE A 6 -MIL POLYETHYLENE VAPOR RETARDER INITH JOINTS LAPPED NOT LESS THAN 6- BETNEEN THE BASE COURSE OR SUESSRAVE 4 THE CONCRETE FLOOR 5LAS. CRO R506.2-5. UNDERFLOOR CLEANOUT5: SHALL BE LOCATED NITHIN 20� OF CRANL SPACE ACCF55. MAX RAMIREZ - 6OLVEN SUN PE516N - ENER6,Y CAL65 SUMMIT STRUCTURAL DE516N - 22 1 5 q 5AM50N AVENUE, CORNIN6, CALIFORNIA q 6021 FHONE: (55O)521-'?242C,ELL EMAIL APDRESSI MaxaOadMamax.om (550) 5142-4401 NORK EMAIL ADDRESS: Andyo5ummitchico.com ELF-0TRICAL SHALL BE INSTALLED PERTHE.20 1 �3 O.E.C.. ALL AREAS: REFER TO THE MANDATORY MEASURES FOR RESIDENTIAL LI&HTIN6, MEASURES ATTACHED TO THE ENER(5Y COMPLIANCE POCUMENTATION. THE LUMINARY FIXTURE TYPE OF, CONTROL TYPE SHALL COMPLY P41TH THE MANPATORY ENER&*Y0 LI&HTINC. REOUIREMENTS THROUGHOUT. BRANCH CIRCUITS: PROVIDE APC -FAULT &ROUNP-FAULT CIRCUIT -INTERRUPTER. PROTECTION TO ALL 120 -VOLT, SINGLE PHASE, 1 5 AND 20 -AMP BRANCH vRr_UIT5 SUPPLYING OUTLETS. CEO ART. 210.12 (A). RECEPTACLES: BELON ALL 125 -VOLT, 51NOLE PHASE, 15 AND 20 -AMP RECEPTACLES SHALL BE LISTED TAMPER-RES15TANT RECEPTACLES. SEE CEO ART, 406.12. RECEPTACLE LOCATIONS: SHALL BE INSTALLEPSO THAT NO POINT MEASURED HORIZONTALLY ALONC, THE FLOOR LINE IN ANY NALL SPACE 15 MORE- THAN (7 -FEET FROM A RECEPTACLE. ANY NALL SPACE 2 -FEET OR MORE IN NIVTH AND UNBROKEN ALON6, THE FLOOR LINE BY DOORNAY5 AND SIMILAR oremisic�s SHALL HAVE A RECEPTACLE. CEO ART. 210.52 (A). ATTIC: A PERMANENT 120 -VOLT RECEPTACLE OUTLET 4 A L*HT FIXTURE SHALL BE INSTALLED NEAR ANY APPLIANCE INITH THE L16HT SNtTCH LOCATED AT THE ENTRANCE OF THE ATTIC ACCESS. CPO 508.4.5. BATHROOMS: BATHROOM RECEPTACLE OUTLETS: SHALL BE SUPPLIED BY AT LEAST ONE 20 - AMPERE BRANCH CIRCUIT. SUCH CIRCUITS SHALL HAVE NO OTHER OUTLETS PER CEO 2 1 0.1 1 (C) (5). BATHROOM LIGHTS: PROVIDE HIGH EFFICACY LIGHTING IN THE BATHROOM OP. PROVIDE AMANUAL ON - AUTO OFF . OOCUFANCY LI&HT 5NITCH. L16HT FIXTURES IN TUB OR SHOINER ENCLOSURES; TO BE LABELED *SUITABLE FOP, CAMP LOCATION* PER CEO 4 1 0. 1 0 (A) 49 (W. TOILET ROOMS: INSTALL FLUORESOENT OR OTHER O.E.C. APPROVED LICvHTIN6 FIXTURES IN ROOMS NITH NATER CLOSETS. BATHROOM MECHANICAL EXHAUST FANS: C656 4,506 FANS SHALL BE RATED AT A MAXIMUM OF 1.0 SONE. FANS SHALL BE ENERGY STAR COMPLIANT AND BE PUCTEP TO TERMINATE OUTSIVE THE BUILDING. UNLE55 FUNCTIONIN6, AS A COMPONENT OF A INHOLE HOUSE VENTILATION SYSTEM, FANS MUST SE CONTROLLED BY A HUMIDITY CONTROL. HUMIDITY CONTROLS SHALL BE CAPABLE OF ADJUSTMENT SETNEEN A RELATIVE HUMIDITY RAN6F_ OF LESS THAN 50% TO A MAXIMUM OF 50%. A HUMIDITY CONTROL MAY UTILIZE MANUAL OP, AUTOMATIC MEANS OF AVJU5TMENT. A HUMIDITY CONTROL MAY BE A SEPARATE COMPONENT TO THE EXHAUST FAN 4 IS NOT REGUIRIEP TO BE INTE6RAL (BUILT-IN). 13ATHP-OOM NOTE: FOP, THE PURPOSES OF TH15 NOTE, A BATHROOM 15 A ROOM INHICH CONTAINS A SATHTUD, SHOINER OR TUBA51-10INER, COMBINATION. ADDITIONALLY, L16HTINC, INTEGRAL TO BATHROOM EXHAUST FANS SHAL-L COMPLY NITH THE CALIFORNIA ENER6Y COVE. OEILINO FANS: CEILINC, FAN5 N/LICSHT; FLOUR5CENT Y41 SNITCH OP, INCANDESCENT N1 DIMMER 51NITCH. MAINTAIN 36"CLEARANC,E FROM ANY FIRE SPRINKLER. ALL SHALL BE SECURELY 5UPrORTF-P. A FIXTURE THAT NEI&HS MORE: THAN 6 POUNVS OR EXCEEDS 1 6 INCHES IN ANY DIMENSION SHALL NOT 13E SUPPORTED BY THE SCREM SHELL OF A LAMP HOLVER PER 2013 CEO 4 1 0.50W. OUTLET SOXESSHALL NOT BE USEP AS THE SOLE SUPPORT FOR 6EIUNO (PAPPLE) FANS FER CEC, SECTION 5 14,2 7 (A) 4 (P). CHRISTMAS LISHTS: CHRISTMA51-1614TSRECEPTACLES: PROVIDE OUTLET NEAR TOP PLATE, SINITCHED AT FRONT DOOR - NFASFOI PROTECTED, 0LOSET LI(5HT5: CLOSETS 1-161-ITSi PER C.E.6- EXHAUST FAN5: EXHAUST FANSt PROVIDE A MIN. OF 50 CFM FANS (20 CFM FOR CONTINUOUS VENTILATION) NITH BACKDRAFT DAMPERS AT ALL EXHAUST FANS. C650 4.506, r,ITCHEN.4 BATHROOM,FANSz TO INCLUME THE MAXIMUM 50NE RATING REGUIREMENT5. EXTERIOR LIOHTS: ALL EXTERIOR LIGHTS TO 13E HIGH EFFICACY LUMINARIES OR LON EFFICACY (IN6ANPESOENT) LUMINARIES CONTROLLED BY A MANUAL-ON/OFF SNITCH Y41TH A PHOTOCELL ANP MOTION SENSOR. REFER TO MANDATORY MEASURES ATTACHED TO THE ENERGY OALCS MF- 1 P EXTERIOR RECEPTA(:;LES: EXTERIOR RECEPTACLESt ALL OUTDOOR RECEPTACLES SHALL BE NPA5FCI PROTECTED. CEO ART. 210.5 VE)(1) 4 2 1 0,5. EV CHAfP,(SER!5: A LISTED RACENAY SHALL BE INSTALLED TO ACCOMMODATE A DEPICATEP 205/240 -VOLT BRANCH CIRCUIT NHICH SHALL ORIGINATE AT THE MAIN SERVICE OR SUB PANEL ANVSHALL TERMINATE INTO A LISTED CABINET, BOX OR OTHER ENCLOSURE TO FACILITATE THE FUTURE INSTALLATION AND USE OF ELECTRIC VEHICLE (EV) CHAR&ERS. THE RACEINAY SHALL NOT BE LESS THAN 1 INCH INSIDE DIAMETER ANV SHALL BE CONTINUOUS AT ENCLOSED, INACCESSIBLE, OR CONCEALED AREA5 AND SPACES. THE SERVICE PANEL AND/OR 5UBPANEL SHALL PROVIVF CAPACITY TO INSTALL A 40 -AMPERE MINIMUM BRANCH CIRCUIT. THE RAOENAY TERMINATION LOCATION SHALL BE PERMANENTLY AND VISIBLY MARKED AS"EV CAPABLE*. OC,56 4.106.4.1 &ARA(5E: GARA6E RECEPTACLES ARE REaUIRED TO BE GFC1 PROTECTEV. CEO ART. 2 1 015(A) (2X CvARAC7E POOR OPENER SHALL BE LISTED IN ACCORDANCE INITH UL 325, ORO R50q.4 4 HEALTH I SAFETY COVE SECTIONS 1148-10 4 1-1841 1. LIGHT 5NITOH TO HAVE VACANCY SENSOR- LIGHTS TO BE HIGH EFFICACY. CEO 150.0 (KX6). 6ARA61E FIRENALL: PROVIDE A 24"5EIFARATION DIETINEEN RECEPTACLE I 5NITOH BOXES IN THE FIRENALL. (BOXES IN SEPARATE STUD SAYS ARE AOCEPTASLEJ ALL OUTLET OR RECEPTACLE BOXES LOCATED ON OPPOSITE SIDES OF THE OCCUPANCY SEPARATION BETNEEN THE &APAGE AND THE RESIDENCE NILL BE SEPARATED BY A HORIZONTAL DISTANCE OF NOT LE55 THAN 24"OR FULLY BLOCKED TO SEPARATE. HOTITUB: A REOEPTACILE ON AN INDIVIDUAL BRANCH CIRCUIT 4 FROTECITEC� BY A 6FOI BREAKER. CEO 650.1 1, HVAC, CONVENSIN& UNIT: PROVIDE 30"x50"CLEAR NORKSPACE IN/220v ELECT. DISCONNECT 8 1 1 Ov INP 61`61 PROTECTED SERVICE RECEPTACLE INITHIN 25'. CEC, 210.62 4 CMC 5 1 O� KITCHEN, PANTRY 4 DININGAREAS: KITCHEN I-161-ITIN6,; TOTAL INATTA&E OF PERMANENTLY INSTALLED LI6,HT5 ARE TO BE HI&H EFFICACY AS DEFINED IN TABLE 150-C. 15LANP OP, PENINSULA: PROVIVE A 6FOI COUNTERTOP RECEPTACLE AT THE END OF THE COUNTER. CIEC, 210.5 2 (C) (5) AND 2 1 0.5� SMALL APPLIANCE CIRC,UITS� PROVIVE TNO OR MORE 20 -AMPERE SMALL APPLIANCE BRANCH CIRCUITS EVENLY PROPORTIONED IN THE KITCHEN, PANTRY, BREAKFAST ROOM, DINING ROOM OR 51MILAR AREA TO SERVE ALL NALL AND FLOOR RECEPTACLE OUTLETS. SUCH CIRCUITS SHALL HAVE NO OTHER OUTLETS FIER CEO 210.52 (D). COUNTERTOF RECEPTACLES IN THE KITCHEN AND VINING ROOMS SHALL BE INSTALLIEP AT EACH INALL COUNTER SPACE THAT 15 12'OR INIVER. RECEPTACLE OUTLETS SHALL BE INSTALLED SO THAT No POINT ALONG THE NALL LINE 15 MORE THAN 24'MEASUREP HORIZONTALLY FROM A RECEPTACLE OUTLET SPACE. CEO 210.52 (C) (1). ALL KITCHEN COUNTERTOP 15 AND 20 AMP, 120 VOLT RECEPTACLES V41LL BE (51`61 PROTECTED. ALL RECEPTACLES NITHIN 6'OF A SINK MUST BE CFC] PROTECTED. OEC 210,52 (C)(2) 4 2 1 0,5� LAUNDRY CUTILITYROOMS: LAUNDRY 4 UTILITY ROOM RECEPTA(:�Lr= OUTLETS: SHALL BE SUPPLIED BY AT I -EAST ONE 20-AMPF-RE BRANCH CIRCUIT. SUCH CIRCUITS SHALL HAVE NO OTHER OUTLETS PER CEO 2 1 0.1 I (C) (2). DRYER OUTLET: rRoviDE 4-NIRE RECEPTACLE FOP, DRYER PER CEC. THE MAIN LAUNDRY ROOM L16HT 15 TO BE CONTROLLED BY A VACANCY SFN5OR. ALL RECEPTACLES Y41THIN &'OF A SINK MUST BE 6FCI PROTECTED. CEO 210,52 (6)(2) 4 210.5 LAMP HOLDERS - ALL SHALL BE SECURELY SUPPORTED. A FIXTURE THAT NEI&H9 MORE THAN 6 POUNDS OR EXCEED51 6 INC HF5 IN ANY DIMENSION SHALL NOT BE SUPPORTED BY THIESCREIN SHELL OF A LAMP HOLDER PEP, 20 1 3 CEO 4 1 0.50(A). OUTLET BOXES SHALL NOT BE USED AS THE SOLE SUPPORT FOR CEILING (PADDLE) FANS PER CEC SECTION 514.2*7 (A) 4 (P). LANDSCAPIN(5: PROVIDE STUB FOR LANPSCAPE LIGHTING 4 IRRIGATION TIMER. (CONFIRM) LIOHTIN(5- ALL L16HTIN6 514ALL BE HIGH EFFICACY. 5ERVIC,E PANELS: MAIN ELECTRkSAL SERVICE: PROVIDE 200 AMP. VERIFY LOCATION OF MAIN 4 SUB PANEL. ELEOTRIOAL PANEL 4 5UDPANEL5 6ROUNDINGSHALL COMPLY V41TH CEO 250.52. PROVIDE SEPARATE OROUNDINO NIRE TO EACH PANEL FROM MAIN ELECTRICAL SERVICE ENTRANCE PANEL. PROVIDE READILY ACCESSIBLE CAPABILITY TO CIRCUIT BREAKERS. DISCONNECTS, FUSE5,51NITCHES 4 THEIR ACCESSORIES. CENTER OF THE SUB PANEL 6RIP NOT MORE THAN ABOVE FLOOR. CEO 404�b LABEL CIRCUIT BREAKERS, DISCONNECTS, FU5E5,5NITCHE5 4 THEIR. ACCESSORIES TO IDENTIFY THEIR LOCATION ANV/OR FOUIPMENT. COMPLY Y41TH CEC250�q 4 4 800. 1 OO(B) REOUIREMENT5 FOR &ROUNPIN& 4 EONPIN6. PROVIDE INTERSYSTEM BONDING ELECTRODE INHICH CONNECTS AT LEAST 5 (5ROUNPIN& OR BONPIN& CONDUCTORS. REOUIREV FOR COMMUNICATION SY5TEM5 INSTALLED EXTERNALLY AT THE SERVICE ENTRANCE PANEL CEO 800� I OO(B) 4 CEC 250.94, SMOKE/C.O. DETECTORS: SMOKE PETECTOR5: PROVIDE ASMOKE PETECTOR IN EACH BEDROOM. 5MOKE/CARBON MONOXIDE ALARMS: PROVIVE A HARD-NIRIED SMOKE 4 CAR50N MONOXIPE ALARM Y41TH BATTERY BACK-UP IN HALLINAYS IN THE IMMEDIATE VICINITY OF BEPROOMS 4 ON EACH FLOOR OF THE VNELLINO, CARBON MONOXIDE ALARMS SHALL BE L15TEP AS COMPLYING INITH UL 2054 4 BE INSTALLED 4 MAINTAINED IN ACCORDANCE NITH NFPA 120 4 THE MANUFACTURER'S INSTRUCTIONS. ORO P5 1 5. SMOKE 4 CARBON MONOXIDE ALARMS ARE TO BE INTERCONNECTED IN SUCH A MANNER THAT THE ACTIVATION OF ONE ALARMNILL ACTIVATE ALL OF THE ALARMS. FOR BEST RESULTS, USE DUAL IONIZATION 4 PHOTOELECTRIC 5EN50R SMOKE ALARMS, THERMOSTATS: THFRMOSTATS� SHALL BE PRO61RAMMABLE TYPE P41TH SETBACK CONTROLS. kNHOLE BUILDINI57 VENTILATION: NHOLE BUILVIN6 VENTILATION: ONE OF THE BATHROOM EXHAUST FANS. AS THE OUALIFYIN6 INHOL-E-BUILVIN6 VENTILATION FAN, SHALL COMFILY NITH THE FOLLOININO: A MINIMUM CFM RATIN& OF "T 5 C,FM. BE RATED A MAXIMUM OF 1.0 SONE� THE CONTROL SNITCH MUST BE LABELED AS THE INHOLE-BUILIDINd, VENTILATION 4 FAN SHOULD OPERATE INHENEVER THE HOME 15 OCCUPIED. YNHOLE HOUSE FANS: INHOLE HOUSE FANS: PROVIDE INSULATED LOUVERS OP, COVERS (MIN. R-4.2) NHIcH CLOSE NHEN THE FAN 15 OFF. LAST UI'DATED!,5/15/201 PERMIT # BUrTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE DATE 13Y -W-/ CAUsers\Steve\Vor,umemtq\ChIef X8 Plang\MarGuIre. Robin 4 Matt\Maoulre Remodel Lauout.lauout ONNER: MATT 4 R05IN MAGUIRE (-11107165-255710ELL (530)455 -144 -Ir -ELL EMAIL AVVPE55: robinbmaguireegmall,rom x INHILE EVERY ATTEMPT HAS BEEN MADE IN THE PREPARATION OF THIS PLAN TO AVOID MISTAKES, THE MAKER CANNOT &VARANTEE AaAINST HUMAN ERROR. BUILDING CONTRACTOR / HOME OININER TO REVIEIN AND VERIFY ALL DIMENSIONS, SPECS, AND CONNECTIONS BEFORE CONSTRUCTION DEOINS. ENEROY CAL09 BY: &OLDEN SUN PESI&NS MAX RAMIREZ THESE PLANS HAVE BEEN REVIENED ONLY FOR COMPLIANCE INITH ATTACHED STRUCTURAL CALCULATIONS. THE EN&INEER'S STAMP ON THIS PLAN 19 VALID ONLY NITH A LETTER 516NED BY THIS ENGINEER FOR EACH In S_ Lu < tu LL < < Lu U-1 r'l 7- -1 < ui 7- ul OL < tu tu < < 5 on (1*01 me 5 T P �HE N JOHNSON CONSULTIN& BUILVINC7 VE516N 550-5170-00,71 5ajohnson 1 00"logm all.com REMOVIEL'.. 1-00ATIONS: 434 SOFT LIVINO RM 2 5 6 SOFT KITCHEN 6 q 0 SOFT TOTAL (NO SOFT BEIN& ADDED TO RESIDENCE) EXISTING 1-11VADLE: 2,614 SOFT EXIST 6ARAOE: 180 SOFT EXIST COVERED PATIO: 542 SOFT FRONT EX15T DATE: 11/11/2016 50ALFE: SHONN SH EET Aim& k, a COPYRIGHT 201 INSON - DES*NER CHICO. CA q 5 q 26 CELL: 550-510-0011 EMAIL ADDRESS: Sajohnson 1 0010OMSIb�0M D) IF A PARTICULAR FEATURE OF CONSTRUCTION IS NOT FULLY SHOWN ON THE DRAWINGS OR IN THE CALCULATIONS, THEN IT SHALL BE CONSTRUCTED IN THE SAME CHARACTER AS SIMILAR CONDITIONS THAT ARE SHOWN ON THE DESIGN DOCUMENTS. E) ANY CONDITIONS NOTED AS EXISTING MUST BE FIELD VERIFIED BY THE CONTRACTOR, AND ANY DISCREPANCIES MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER WITHOUT PROCEEDING WITH CONSTRUCTION PRIOR TO THE REVIEW OF THE ENGINEER. F) ALL WATERPROOFING AND FLASHING (ROOFS, FOUNDATIONS, GARAGE FLOORS, ETC...) IS THE RESPONSIBILITY OF THE CONTRACTOR OR OWNER. G) SHOP DRAWINGS: SHOP DRAWINGS ARE SUPERCEDED BY THE STRUCTURAL DRAWINGS UNDER ALL CIRCUMSTANCES. THE GENERAL CONTRACTOR SHALL VERIFY THAT ALL CONSTRUCTION IS IN FULL AGREEMENT WITH THE LATEST STRUCTURAL DRAWINGS. REVIEW OF SHOP DRAWINGS BY THE ENGINEER OF RECORD DOES NOT GUARANTEE IN ANY WAY THE THE SHOP DRAWINGS ARE CORRECT, NOR DOES IT INFER THAT THEY SUPERCEDE THE STRUCTURAL DRAWINGS. H) WALL FINISH SYSTEMS SUCH AS STUCCO SHALL BE APPLIED OVER FOAM BASE OR OTHER METHOD OF ADEQUATELY ALLOWING THE FINISH TO EXPAND AND CONTRACT WITHOUT CRACKING. THE OWNER OR CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEFECTS IN THE FINISHES. 1) SPECIAL INSPECTION: SPECIAL INSPECTION PER SECTION 1701 OF THE CBC SHALL BE PROVIDED FOR THE FOLLOWING TYPES OF CONSTRUCTION: EPDXY/MECHANICAL CONCRETE ANCHORS THE SPECIAL INSPECTOR SHALL BE ACCEPTABLE TO THE STRUCTURAL ENGINEER AND BUILDING DEPARTMENT, SHALL BE ICBO QUALIFIED, AND THEIR EXPERIENCE SHALL BE COMMENSURATE WITH THIS TYPE OF PROJECT. 2. SITE WORK / FOUNDATIONS A) ASSUMED MAXIMUM SOIL BEARING = 1500 PSF PER CBC TABLE 1806.2 (NO SOILS REPORT PROVIDED). B) BUILDING SITE IS ASSUMED TO BE DRAINED AND FREE OF CLAY OR EXPANSIVE SOIL. ENGINEER HAS NOT MADE A GEOTECHNICAL REVIEW OF SITE, ANY OTHER CONDITIONS ENCOUNTERED MUST BE BROUGHTTO THE ATTENTION OF THE ENGINEER. C) THESE CALCULATIONS ASSUME STABLE, UNDISTURBED SOILS AND LEVEL OR STEPPED FOOTINGS. ANY OTHER CONDITIONS SHOULD BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO THE CONSTRUCTION OF THE FOUNDATIONS. D) ALL FOOTINGS INCLUDING RETAINING WALL FOOTINGS, SPREAD FOOTINGS, WALL FOOTINGS, AND GRADE BEAMS SHALL BEAR ON UNDISTURBED SOIL WITH A FOOTING DEPTH BELOW FROSTLINE (12" TO 24" AS PER LOCAL REQUIREMENTS). E) BOTTOM OF ALL FOUNDATION TRENCHES SHALL BE CLEAN AND LEVEL. F) ALL FINISHED GRADE SHALL SLOPE AT A MINIMUM SLOPE OF 5% AWAY FROM ALL FOUNDATIONS A MINIMUM OF 10 FEET HORIZONTAL. G) FOUNDATIONS SHALL NOT BE SCALED FROM PLAN OR DETAIL DRAWINGS. H) FILL MATERIAL SHALL BE FREE FROM DEBRIS, VEGETATION, AND OTHER FOREIGN SUBSTANCES. 1) USE 4" DIAMETER PERFORATED PIPE SUB -DRAIN BEHIND ALL RETAINING WALLS. SLOPE PIPE TO DRAIN TO DAYLIGHT. J.) FOR FOOTINGS PLACED ON OR ADJACENT TO SLOPES, A GEOTECHNICAL ENGINEER MUST APPROVE FOOTING PLACEMENTS IN VIOLATION OF FIGURE 1808.7.1 OF 2013 CBC. THIS ENGINEER SHALL NOT BE LIABLE FOR ANY FOUNDATION NOT IN STRICT CONFORMANCE TO SECTION 1808 OF THE 2013 CBC. K.) WHERE LOADING TO EXISTING FOUNDATIONS IS NOT SUBSTANTIALLY INCREASED OR MODIFIED, NO DESIGN RECOMMENDATIONS HAVE BEEN MADE FOR THE SUITABILITY OF THE EXISTING FOUNDATIONS. ONLY THOSE FOUNDATIONS WHERE LOADS HAVE BEEN ADDED BY A SECOND STORY HAVE BEEN INCLUDED IN THE DESIGN. THE OWNER SHALL BE ADVISED THAT EXISTING FOUNDATIONS MAY NOT BE STRUCTURALLY ADEQUATE AND SETTLEMENT, CRACKING, AND OTHER PROBLEMS ASSOCIATED WITH EXISTING FOUNDATIONS ARE BEYOND THE SCOPE OF THIS DESIGN. IF REVIEW OF THE EXISTING FOUNDATIONS IS REQUIRED, A GEOTECHNICAL ENGINEER SHOULD BE CONTACTED TO DETERMINE THE EXTENT AND ADEQUACY OF THE EXISTING, UN -MODIFIED PORTIONS OF THE FOUNDATIONS. 3. CONCRETE / REINFORCING A) CONCRETE SHALL HAVE A MINIMUM 28 DAY STRENGTH OF 2,500 PSI U.N.O. C) ALL CEMENT USED SHALL CONFORM TO ASTM C-150 AND SHALL BE TYPE II OR TYPE III LOW ALKALI. D) AGGREGATE SHALL CONFORM TO ASTM C-33 AND SHALL NOT CONTAIN MATERIALS WHICH ARE ALKALI REACTIVE AS DETERMINED BY ASTM C-227,289, AND 295. IF TEST DATA IS UNAVAILABLE IN REGARDS TO ALKALI REACTIVE MATERIALS, PROVIDE CEMENT WITH A MAXIMUM ALKALI CONTENT LESS THAN 0.45% BY WEIGHT. E) CONCRETE EXPOSED TO FREEZING OR THAWING SHALL BE PROTECTED IN ACCORDANCE TO THE LATEST EDITION OF THE ACI 318. F) SLABS ON GRADE SHALL BE PER THE CONTRACTOR. SUMMIT STRUCTURAL DESIGN RECOMMENDS THE FOLLOWING AS A MINIMUM SLAB -ON -GRADE: AT GARAGE SLABS, USE 4" THICK S.O.G. WITH #3 BARS AT 15" O.C. EACH WAY ABOVE MID -DEPTH OF SLAB, OVER MOISTURE BARRIER IN COMPLIANCE WITH ASTM E 1643, OVER 4" AGGREGATE BASE. USE 3-1/2" SLAB WITH#3 AT 15" E.W. ABOVE MID -DEPTH OF SLAB, OR 6X6 WWF ABOVE MID -DEPTH OF SLAB WITH SAME SUB -SLAB BUILDUP AT ALL OTHER AREAS. G) SAW -CUT TOP 3/4" OF SLAB FOR CRACK CONTROL AT INTERVALS NOT TO EXCEED 10'4" WHERE SLAB IS REINFORCED, SAW CUT AT INTERVALS NOT TO EXCEED 7'-0" WHERE SLAB IS UN -REINFORCED. 6. FRAMING/LUMBER 6-1 MATERIALS: A.) SHEATHING: 1. ROOF SHEATHING: SEE PLANS 2. FLOOR SHEATHING: SEE PLANS 3. WALL SHEATHING: SEE PLANS B.) GLUE -LAMS: GLUE -LAMS SHALL BE 24F -V4 U.N.O. WITH A CAMBER OF R=1600' U.N.O. GLUE -LAMS EXPOSED TO WEATHER MUST BE RATED FOR EXTERIOR USE BY THE MANUFACTURER. GLUED LAMINATED FABRICATON SHALL BE PERFORMED IN AN APPROVED FABRICATORS SHOP IN ACCORDANCE WITH CBC 2303.1.3, AITC A190.1, AND ASTM D 3737. BEAM INSPECTION CERTIFICATES SHALL BE SUBMITTED TO THE FIELD INSPECTOR PRIOR TO COMPLETION OF FRAME INSPECTION IN ACCORDANCE WITH CBC 1704.2. C.) MICRO -LAMS: MICRO -LAMS (LAMINATED VENEER LUMBER) SHALL HAVE FB = 3100 IPSI AND FV = 285 PSI MIN., AND SHALL BE MANUFACTURED, APPROVED AND IDENTIFIED AS PER NER-481. D.) SILL PLATES: SILL PLATES SHALL BE PRESSURE TREATED DOUGLAS FIR WITH 1/2" DIAMETER ANCHOR BOLTS AND 3" X 3" X.229" PLATE WASHERS LOCATED AT 6'-0" O.C. MAX. WITH ONE BOLT LOCATED 1'-0" MAXIMUM FROM EACH END OF EACH PIECE. RE -TREAT CUT ENDS WHERE REQUIRED. E.) FRAMING LUMBER: ALL FRAMING LUMBER SHALL BE DOUGLAS FIR LARCH AS GRADED BY THE W.W.P.A. OR W.C.L.I.B. AND SHALL HAVE A MOISTURE CONTENT LESS THAN 19%, U.N.O. 1. STUDS SHALL BE STUD GRADE OR BETTER. 2. ALL POSTS SHALL BE DF -L #1 U.N.O. 3. 2X AND 3X RAFTERS SHALL BE DF -L #2 U.N.O. 4. 2X JOISTS SHALL BE DF -L #2 U.N.O. 5. CONCEALED BEAMS SHALL BE DF -L #2. 6. EXPOSED BEAMS SHALL BE DF -L #1 APPEARANCE GRADE FOHC (4X6 AND LARGER). 7. ALL BEAMS 6X AND LARGER SHALL BE FREE OF HEART CENTER. F.) NAILS: ALL NAILS SHALL BE COMMON U.N.O. WHERE EXPOSED TO WEATHER OR WITHIN 18" OF FOUNDATION, NAILS SHALL BE GALVANIZED. G.) BOLTS AND LAG SCREWS: BOLTS AND LAG SCREWS SHALL BE ASTM A-307 U.N.O. AND PROVIDED NEW AND WITHOUT EXCESSIVE RUST. H.) ALL HARDWARE CALLED SHALL BE SIMPSON STRONG -TIE CO., OR ENGINEER APPROVED EQUIVALENT, INSTALLED PER MANUFACTURER'S RECOMMENDATIONS WITH ALL HOLES FILLED WITH RECOMMENDED FASTENERS. USP HARDWARE MAY BE USED IN LIEU OF SIMPSON HARDWARE WITH WRITTEN APPROVAL FROM STRUCTURAL ENGINEER OF RECORD. ALL METAL HANGERS, CONNECTORS, AND FASTENERS IN CONTACT WITH PRESSURE TREATED WOOD SHALL BE STAINLESS STEEL OR OTHERWISE CERTIFIED BY THE MANUFACTURER TO RESIST CORROSION CAUSED BY THE SPECIFIC TREATMENT APPLIED TO THE WOOD AND/OR METALS. I.) MANUFACTURED "I" JOISTS: MANUFACTURED I JOISTS (SUCH AS TRUSS JOISTS) SHALL BE INSTALLED PER THE MANUFACTURES RECOMMENDATIONS USING A DEFLECTION LIMIT OF L/480 UNLESS NOTED OTHERWISE. USE A MANUFACTURED 1-1/4" RIM BOARD (SUCH AS TIMBER STRAND) WITH ALL "I" JOISTS. USE A DOUBLE RIM OR 1-3/4" LVL RIM AT ALL LOCATIONS WHERE LEDGERS ARE USED (SUCH AS DECK LEDGERS). 6-2 GENERAL FRAMING: A.) MINIMUM NAILING: MINIMUM NAILING SHALL BE PER 2013 CBC TABLE 2304.9.1. B.) LARGER MEMBERS: ALL FRAMING MEMBERS SPECIFIED IN THESE CALCULATIONS ARE MINIMUMS, LARGER MEMBERS MAY BE SUBSTITUTED AT CONTRACTORS OPTION. C.) SHRINKAGE: CARE SHALL BE TAKEN TO ALLOW FOR EFFECTS OF SHRINKAGE WHICH COULD CAUSE SETTLEMENT OF ROOF AND OR FLOORS AND COULD LEAD TO FAILURE OF ASSOCIATED FRAMING MEMBERS. THE CONTRACTOR SHALL TAKE ALL MEASURES NECESSARY TO PROTECT FRAMING FROM THE EFFECTS OF SHRINKAGE. D.) ALL STRUCTURAL FRAMING MEMBER WITH EXTERIOR EXPOSURE SHALL BE PRESSURE TREATED OR BE OF MATERIAL THAT IS NATURALLY RESISTANCE TO DECAY. 6-3 BEAM FRAMING: A.) BUILT UP BEAMS: ALL BUILT UP, LAMINATED DOUBLE OR MULTIPLE 2X JOISTS AND BEAMS SHALL BE NAILED TOGETHER WITH 16d NAILS AT 6" O.C., T&B U.N.O. B.) DOUBLE JOISTS: PROVIDE DOUBLE FLOOR JOISTS UNDER PARTITION WALLS RUNNING PARALLEL TO JOIST SPAN AND UNDER ALL LOCATIONS WHERE TUBS MAY BE LOCATED. ADEQUATE SUPPORT SHALL BE PROVIDED FOR ALL OTHER EQUIPMENT OR FURNISHINGS WHICH MAY NOT BE SHOWN ON THE STRUCTURAL DRAWINGS INCLUDING BUT NOT LIMITED TO: HOT WATER HEATER, STOVE, REFRIGERATOR, OVEN, FIRE PLACE ENCLOSURES, WOOD BURNING STOVE, ETCETERA. C.) BLOCKING: PROVIDE SOLID BLOCKING IN JOIST FRAMING ABOVE ALL SUPPORTS GENERAL S NOTES 1. GENERAL 3. CONCRETE / REINFORCING CONTINUED 6. FRAMING / LUMBER CONTINUED 9. DESIGN LOADS A) ALL WORK SHALL CONFORM TO THE 2013 CBC AND ALL APPLICABLE LOCAL CODES. 1) REINFORCEMENT COVER SHALL BE AS FOLLOWS: 6-4 POSTS/TRIMMERS: A) THE STRUCTURE HAS BEEN DESIGNED FOR THE FOLLOWING CRITERIA PER CBC CHAPTER 16, EXT. WALL 20 PSF DIVISIONS I, II, III, AND IV U.N.O.: B) THE ENGINEER (SUMMIT STRUCTURAL DESIGN) HAS PROVIDED AND 15 RESPONSIBLE FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO SOIL: 3" A.) SUPPORT: SUPPORT ALL UPPER LEVEL POSTS AND TRIMMERS IN LOWER LEVELS WITH CRIPPLE WALLS: CRIPPLE WALLS SHALL BE A MINIMUM OF 14 IN HEIGHT. FOR LESSER SPECIFIC STRUCTURAL ITEMS ONLY. ALL OTHER REQUIREMENTS OF THE BUILDING CODE CONCRETE WITH SOIL OR WEATHER EXPOSURE: EQUIVALENT FRAMING AND BLOCK OR OTHERWISE FRAME POSTS THROUGH FLOOR SYSTEMS. B) SEISMIC: INCLUDING WATERPROOFING, FIREPROOFING, DRAINAGE, HANDICAP ACCESSIBILITY, EGRESS #5 BARS AND SMALLER 1 %" SEISMIC IMPORTANCE FACTOR: 1 REQUIREMENTS, PARKING, AND ALL OTHER DESIGN REQUIREMENTS NOT SPECIFICALLY SHOWN #6 BARS AND LARGER 2" B.) WHERE POSTS WITH COLUMN CAPS OR BEARING PLATES ARE SPECIFIED, THE LOAD IS TO BE NOTCHED OR CUT STUDS: NOTCHED AND/OR CUT STUDS TO CLEAR ANCHOR BOLTS ARE MAPPED SPECTAL RESPONSE ACCELERATIONS: Ss = 0.617, S1= 0.276 IN THE STRUCTURAL DESIGN CALCULATIONS, ARE THE RESPONSIBILITY OF THE CONTRACTOR OR CONCRETE WITHOUT SOIL OR WEATHER EXPOSURE: 3/4" TRANSFERRED TO THE FOUNDATION BY VERTICAL GRAIN ONLY, U.N.O. NOT ALLOWED. STUDS SHALL HAVE FULL BEARING TO THE FOUNDATION PLATE. SEISMIC SITE CLASS: D OWNER. SHOULD ANY CHANGES BE MADE FROM THE DESIGN AS SPECIFIED IN THESE F.) LET -IN BRACES: LET IN BRACES SHALL NOT BE USED FOR TEMPORARY BRACING ON ANY SPECTRAL RESPONSE COEFFICIENTS: SDS = 0.537, SD1= 0.340, Cs = 0.08 DOCUMENTS WITHOUT THE WRITTEN APPROVAL FROM THE ENGINEER, THEN THE ENGINEER J) REINFORCEMENT SHALL BE GRADE 60 PER ASTM A615 U.N.O. LAP BOTTOM REINFORCING (60) 6-5 WALL FRAMING: WALL FRAME. STEEL STRAPS WHICH DO NOT REQUIRE THE CUTTING OF STUDS ARE AN SEISMIC DESIGN CATEGORY: D WILL ASSUME NO RESPONSIBILITY FOR ANY ELEMENT OR SYSTEM OF THE STRUCTURE. BAR DIAMETERS U.N.O. AND LAP TOP REINFORCING, PLACED ABOVE 12" OF CONCRETE OR BASIC SEISMIC -FORCE -RESISTING SYSTEM: LIGHT FRAMED SHEAR WALLS MORE, (80) BAR DIAMETERS U.N.O. A.) DOUBLE TOP PLATE SPLICES: SPLICES AND JOINTS IN DOUBLE TOP PLATE OF STUD BEARING SEISMIC BASE SHEAR: 9.70 KIPS ULT. C) THE DRAWINGS AND CALCULATIONS REPRESENT THE FINISHED STRUCTURE, AND, UNLESS ABBREVIATIONS WALL SHALL OCCUR AT THE CENTER LINE OF SUPPORTING STUD. TOP PLATE SPLICES OF STUD RESPONSE MODIFICATION FACTOR: R = 6.5 SPECIFICALLY NOTED OTHERWISE, DO NOT SHOW THE METHOD OF CONSTRUCTION. THE K) #5 AND LARGER REBAR SHALL NOT BE RE-BENT. WALLS SHALL BE 48"LONG WITH (12) 16d SINKERS EACH SIDE OF EACH SPLICE U.N.O. WHERE ANALYSIS PROCEDURE USED: EQUIVALENT STATIC FORCE PROCEDURE CONTRACTOR IS RESPONSIBLE FOR THE METHOD OF CONSTRUCTION, AND SHALL PROVIDE ALL G.) SEE NOTE 6-1 D FOR SILL AND ANCHOR BOLT SPECIFICATIONS. SPLICE IS INTERRUPTED, USE ST6224 STRAP U.N.O. MEASURES NECESSARY TO PROTECT THE PUBLIC, CONSTRUCTION WORKERS, AND THE L) ALL REINFORCING STEEL AND ANCHOR BOLTS SHALL BE ACCURATELY LOCATED AND C) WIND: STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE FORMING, SHORING, ADEQUATELY SECURED IN POSITION BEFORE AND DURING CONCRETE PLACEMENT. B.) FIRE BLOCKS: FIRE BLOCK STUD WALLS AT MID -HEIGHT WHERE STUD LENGTH EXCEEDS 10'-0". WALL FRAMING RECEIVING NAILING AT 3" ON CENTER OR LESS SHALL BE 3X NOMINAL U.N.O. WIND SPEED: 110 MPH BRACING, SCAFFOLDING, ETCETERA. L ANGLE PER PLANS AND DETAILS. WIND EXPOSURE: C ADJACENT LLH C.) MIS -PLACED ANCHOR BOLTS: WHERE ANCHOR BOLTS HAVE BEEN INCORRECTLY PLACED, ALT ALTERNATE LLV LONG LEG VERT. If DDEAD LOADS D) IF A PARTICULAR FEATURE OF CONSTRUCTION IS NOT FULLY SHOWN ON THE DRAWINGS OR IN THE CALCULATIONS, THEN IT SHALL BE CONSTRUCTED IN THE SAME CHARACTER AS SIMILAR CONDITIONS THAT ARE SHOWN ON THE DESIGN DOCUMENTS. E) ANY CONDITIONS NOTED AS EXISTING MUST BE FIELD VERIFIED BY THE CONTRACTOR, AND ANY DISCREPANCIES MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER WITHOUT PROCEEDING WITH CONSTRUCTION PRIOR TO THE REVIEW OF THE ENGINEER. F) ALL WATERPROOFING AND FLASHING (ROOFS, FOUNDATIONS, GARAGE FLOORS, ETC...) IS THE RESPONSIBILITY OF THE CONTRACTOR OR OWNER. G) SHOP DRAWINGS: SHOP DRAWINGS ARE SUPERCEDED BY THE STRUCTURAL DRAWINGS UNDER ALL CIRCUMSTANCES. THE GENERAL CONTRACTOR SHALL VERIFY THAT ALL CONSTRUCTION IS IN FULL AGREEMENT WITH THE LATEST STRUCTURAL DRAWINGS. REVIEW OF SHOP DRAWINGS BY THE ENGINEER OF RECORD DOES NOT GUARANTEE IN ANY WAY THE THE SHOP DRAWINGS ARE CORRECT, NOR DOES IT INFER THAT THEY SUPERCEDE THE STRUCTURAL DRAWINGS. H) WALL FINISH SYSTEMS SUCH AS STUCCO SHALL BE APPLIED OVER FOAM BASE OR OTHER METHOD OF ADEQUATELY ALLOWING THE FINISH TO EXPAND AND CONTRACT WITHOUT CRACKING. THE OWNER OR CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEFECTS IN THE FINISHES. 1) SPECIAL INSPECTION: SPECIAL INSPECTION PER SECTION 1701 OF THE CBC SHALL BE PROVIDED FOR THE FOLLOWING TYPES OF CONSTRUCTION: EPDXY/MECHANICAL CONCRETE ANCHORS THE SPECIAL INSPECTOR SHALL BE ACCEPTABLE TO THE STRUCTURAL ENGINEER AND BUILDING DEPARTMENT, SHALL BE ICBO QUALIFIED, AND THEIR EXPERIENCE SHALL BE COMMENSURATE WITH THIS TYPE OF PROJECT. 2. SITE WORK / FOUNDATIONS A) ASSUMED MAXIMUM SOIL BEARING = 1500 PSF PER CBC TABLE 1806.2 (NO SOILS REPORT PROVIDED). B) BUILDING SITE IS ASSUMED TO BE DRAINED AND FREE OF CLAY OR EXPANSIVE SOIL. ENGINEER HAS NOT MADE A GEOTECHNICAL REVIEW OF SITE, ANY OTHER CONDITIONS ENCOUNTERED MUST BE BROUGHTTO THE ATTENTION OF THE ENGINEER. C) THESE CALCULATIONS ASSUME STABLE, UNDISTURBED SOILS AND LEVEL OR STEPPED FOOTINGS. ANY OTHER CONDITIONS SHOULD BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO THE CONSTRUCTION OF THE FOUNDATIONS. D) ALL FOOTINGS INCLUDING RETAINING WALL FOOTINGS, SPREAD FOOTINGS, WALL FOOTINGS, AND GRADE BEAMS SHALL BEAR ON UNDISTURBED SOIL WITH A FOOTING DEPTH BELOW FROSTLINE (12" TO 24" AS PER LOCAL REQUIREMENTS). E) BOTTOM OF ALL FOUNDATION TRENCHES SHALL BE CLEAN AND LEVEL. F) ALL FINISHED GRADE SHALL SLOPE AT A MINIMUM SLOPE OF 5% AWAY FROM ALL FOUNDATIONS A MINIMUM OF 10 FEET HORIZONTAL. G) FOUNDATIONS SHALL NOT BE SCALED FROM PLAN OR DETAIL DRAWINGS. H) FILL MATERIAL SHALL BE FREE FROM DEBRIS, VEGETATION, AND OTHER FOREIGN SUBSTANCES. 1) USE 4" DIAMETER PERFORATED PIPE SUB -DRAIN BEHIND ALL RETAINING WALLS. SLOPE PIPE TO DRAIN TO DAYLIGHT. J.) FOR FOOTINGS PLACED ON OR ADJACENT TO SLOPES, A GEOTECHNICAL ENGINEER MUST APPROVE FOOTING PLACEMENTS IN VIOLATION OF FIGURE 1808.7.1 OF 2013 CBC. THIS ENGINEER SHALL NOT BE LIABLE FOR ANY FOUNDATION NOT IN STRICT CONFORMANCE TO SECTION 1808 OF THE 2013 CBC. K.) WHERE LOADING TO EXISTING FOUNDATIONS IS NOT SUBSTANTIALLY INCREASED OR MODIFIED, NO DESIGN RECOMMENDATIONS HAVE BEEN MADE FOR THE SUITABILITY OF THE EXISTING FOUNDATIONS. ONLY THOSE FOUNDATIONS WHERE LOADS HAVE BEEN ADDED BY A SECOND STORY HAVE BEEN INCLUDED IN THE DESIGN. THE OWNER SHALL BE ADVISED THAT EXISTING FOUNDATIONS MAY NOT BE STRUCTURALLY ADEQUATE AND SETTLEMENT, CRACKING, AND OTHER PROBLEMS ASSOCIATED WITH EXISTING FOUNDATIONS ARE BEYOND THE SCOPE OF THIS DESIGN. IF REVIEW OF THE EXISTING FOUNDATIONS IS REQUIRED, A GEOTECHNICAL ENGINEER SHOULD BE CONTACTED TO DETERMINE THE EXTENT AND ADEQUACY OF THE EXISTING, UN -MODIFIED PORTIONS OF THE FOUNDATIONS. 3. CONCRETE / REINFORCING A) CONCRETE SHALL HAVE A MINIMUM 28 DAY STRENGTH OF 2,500 PSI U.N.O. C) ALL CEMENT USED SHALL CONFORM TO ASTM C-150 AND SHALL BE TYPE II OR TYPE III LOW ALKALI. D) AGGREGATE SHALL CONFORM TO ASTM C-33 AND SHALL NOT CONTAIN MATERIALS WHICH ARE ALKALI REACTIVE AS DETERMINED BY ASTM C-227,289, AND 295. IF TEST DATA IS UNAVAILABLE IN REGARDS TO ALKALI REACTIVE MATERIALS, PROVIDE CEMENT WITH A MAXIMUM ALKALI CONTENT LESS THAN 0.45% BY WEIGHT. E) CONCRETE EXPOSED TO FREEZING OR THAWING SHALL BE PROTECTED IN ACCORDANCE TO THE LATEST EDITION OF THE ACI 318. F) SLABS ON GRADE SHALL BE PER THE CONTRACTOR. SUMMIT STRUCTURAL DESIGN RECOMMENDS THE FOLLOWING AS A MINIMUM SLAB -ON -GRADE: AT GARAGE SLABS, USE 4" THICK S.O.G. WITH #3 BARS AT 15" O.C. EACH WAY ABOVE MID -DEPTH OF SLAB, OVER MOISTURE BARRIER IN COMPLIANCE WITH ASTM E 1643, OVER 4" AGGREGATE BASE. USE 3-1/2" SLAB WITH#3 AT 15" E.W. ABOVE MID -DEPTH OF SLAB, OR 6X6 WWF ABOVE MID -DEPTH OF SLAB WITH SAME SUB -SLAB BUILDUP AT ALL OTHER AREAS. G) SAW -CUT TOP 3/4" OF SLAB FOR CRACK CONTROL AT INTERVALS NOT TO EXCEED 10'4" WHERE SLAB IS REINFORCED, SAW CUT AT INTERVALS NOT TO EXCEED 7'-0" WHERE SLAB IS UN -REINFORCED. 6. FRAMING/LUMBER 6-1 MATERIALS: A.) SHEATHING: 1. ROOF SHEATHING: SEE PLANS 2. FLOOR SHEATHING: SEE PLANS 3. WALL SHEATHING: SEE PLANS B.) GLUE -LAMS: GLUE -LAMS SHALL BE 24F -V4 U.N.O. WITH A CAMBER OF R=1600' U.N.O. GLUE -LAMS EXPOSED TO WEATHER MUST BE RATED FOR EXTERIOR USE BY THE MANUFACTURER. GLUED LAMINATED FABRICATON SHALL BE PERFORMED IN AN APPROVED FABRICATORS SHOP IN ACCORDANCE WITH CBC 2303.1.3, AITC A190.1, AND ASTM D 3737. BEAM INSPECTION CERTIFICATES SHALL BE SUBMITTED TO THE FIELD INSPECTOR PRIOR TO COMPLETION OF FRAME INSPECTION IN ACCORDANCE WITH CBC 1704.2. C.) MICRO -LAMS: MICRO -LAMS (LAMINATED VENEER LUMBER) SHALL HAVE FB = 3100 IPSI AND FV = 285 PSI MIN., AND SHALL BE MANUFACTURED, APPROVED AND IDENTIFIED AS PER NER-481. D.) SILL PLATES: SILL PLATES SHALL BE PRESSURE TREATED DOUGLAS FIR WITH 1/2" DIAMETER ANCHOR BOLTS AND 3" X 3" X.229" PLATE WASHERS LOCATED AT 6'-0" O.C. MAX. WITH ONE BOLT LOCATED 1'-0" MAXIMUM FROM EACH END OF EACH PIECE. RE -TREAT CUT ENDS WHERE REQUIRED. E.) FRAMING LUMBER: ALL FRAMING LUMBER SHALL BE DOUGLAS FIR LARCH AS GRADED BY THE W.W.P.A. OR W.C.L.I.B. AND SHALL HAVE A MOISTURE CONTENT LESS THAN 19%, U.N.O. 1. STUDS SHALL BE STUD GRADE OR BETTER. 2. ALL POSTS SHALL BE DF -L #1 U.N.O. 3. 2X AND 3X RAFTERS SHALL BE DF -L #2 U.N.O. 4. 2X JOISTS SHALL BE DF -L #2 U.N.O. 5. CONCEALED BEAMS SHALL BE DF -L #2. 6. EXPOSED BEAMS SHALL BE DF -L #1 APPEARANCE GRADE FOHC (4X6 AND LARGER). 7. ALL BEAMS 6X AND LARGER SHALL BE FREE OF HEART CENTER. F.) NAILS: ALL NAILS SHALL BE COMMON U.N.O. WHERE EXPOSED TO WEATHER OR WITHIN 18" OF FOUNDATION, NAILS SHALL BE GALVANIZED. G.) BOLTS AND LAG SCREWS: BOLTS AND LAG SCREWS SHALL BE ASTM A-307 U.N.O. AND PROVIDED NEW AND WITHOUT EXCESSIVE RUST. H.) ALL HARDWARE CALLED SHALL BE SIMPSON STRONG -TIE CO., OR ENGINEER APPROVED EQUIVALENT, INSTALLED PER MANUFACTURER'S RECOMMENDATIONS WITH ALL HOLES FILLED WITH RECOMMENDED FASTENERS. USP HARDWARE MAY BE USED IN LIEU OF SIMPSON HARDWARE WITH WRITTEN APPROVAL FROM STRUCTURAL ENGINEER OF RECORD. ALL METAL HANGERS, CONNECTORS, AND FASTENERS IN CONTACT WITH PRESSURE TREATED WOOD SHALL BE STAINLESS STEEL OR OTHERWISE CERTIFIED BY THE MANUFACTURER TO RESIST CORROSION CAUSED BY THE SPECIFIC TREATMENT APPLIED TO THE WOOD AND/OR METALS. I.) MANUFACTURED "I" JOISTS: MANUFACTURED I JOISTS (SUCH AS TRUSS JOISTS) SHALL BE INSTALLED PER THE MANUFACTURES RECOMMENDATIONS USING A DEFLECTION LIMIT OF L/480 UNLESS NOTED OTHERWISE. USE A MANUFACTURED 1-1/4" RIM BOARD (SUCH AS TIMBER STRAND) WITH ALL "I" JOISTS. USE A DOUBLE RIM OR 1-3/4" LVL RIM AT ALL LOCATIONS WHERE LEDGERS ARE USED (SUCH AS DECK LEDGERS). 6-2 GENERAL FRAMING: A.) MINIMUM NAILING: MINIMUM NAILING SHALL BE PER 2013 CBC TABLE 2304.9.1. B.) LARGER MEMBERS: ALL FRAMING MEMBERS SPECIFIED IN THESE CALCULATIONS ARE MINIMUMS, LARGER MEMBERS MAY BE SUBSTITUTED AT CONTRACTORS OPTION. C.) SHRINKAGE: CARE SHALL BE TAKEN TO ALLOW FOR EFFECTS OF SHRINKAGE WHICH COULD CAUSE SETTLEMENT OF ROOF AND OR FLOORS AND COULD LEAD TO FAILURE OF ASSOCIATED FRAMING MEMBERS. THE CONTRACTOR SHALL TAKE ALL MEASURES NECESSARY TO PROTECT FRAMING FROM THE EFFECTS OF SHRINKAGE. D.) ALL STRUCTURAL FRAMING MEMBER WITH EXTERIOR EXPOSURE SHALL BE PRESSURE TREATED OR BE OF MATERIAL THAT IS NATURALLY RESISTANCE TO DECAY. 6-3 BEAM FRAMING: A.) BUILT UP BEAMS: ALL BUILT UP, LAMINATED DOUBLE OR MULTIPLE 2X JOISTS AND BEAMS SHALL BE NAILED TOGETHER WITH 16d NAILS AT 6" O.C., T&B U.N.O. B.) DOUBLE JOISTS: PROVIDE DOUBLE FLOOR JOISTS UNDER PARTITION WALLS RUNNING PARALLEL TO JOIST SPAN AND UNDER ALL LOCATIONS WHERE TUBS MAY BE LOCATED. ADEQUATE SUPPORT SHALL BE PROVIDED FOR ALL OTHER EQUIPMENT OR FURNISHINGS WHICH MAY NOT BE SHOWN ON THE STRUCTURAL DRAWINGS INCLUDING BUT NOT LIMITED TO: HOT WATER HEATER, STOVE, REFRIGERATOR, OVEN, FIRE PLACE ENCLOSURES, WOOD BURNING STOVE, ETCETERA. C.) BLOCKING: PROVIDE SOLID BLOCKING IN JOIST FRAMING ABOVE ALL SUPPORTS PERMIT#_ 6( -25, BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE DATE .- BY,=L - Q�OFESS/pN9 C. =J � CD III N 6 8z� * E 0/8 CIV1� OFC �(hAJ1(0 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE ONLY WITH THE ATTACHED STRUCTURAL CALCULATIONS 383 Rio Lindo Ave. Suite 200 Chico, CA 95926 P. 530.592.4407 SummitChico.com V) W Q �- U O ° J U z W U O 1 J U W LUU W �ry, LUp V cQo G J :D rvoo Ln Ln N Ln REVISIONS: DATE: 11/11/16 SCALE: NTS DRAWN BY: ACJ JOB NUMBER: 16-320 SHEET: USE SIMPSON SET EPDXY WITH ANCHOR OF SAME DIAMETER WITH 7 EMBEDMENT IN ) CONCRETE AND INSTALLATION PER MANUFACTURERS RECOMMENDATIONS AND CURRENT ROOF 16 PSF ICC REPORT. EXT. WALL 20 PSF FLOOR 20 PSF D.) CRIPPLE WALLS: CRIPPLE WALLS SHALL BE A MINIMUM OF 14 IN HEIGHT. FOR LESSER HEIGHTS, STACK 2X PLATES (AND SHIM AS REQUIRED). LIVE LOADS: ROOF 20 PSF REDUCIBLE E.) NOTCHED OR CUT STUDS: NOTCHED AND/OR CUT STUDS TO CLEAR ANCHOR BOLTS ARE FLOOR 40 PSF NOT ALLOWED. STUDS SHALL HAVE FULL BEARING TO THE FOUNDATION PLATE. F.) LET -IN BRACES: LET IN BRACES SHALL NOT BE USED FOR TEMPORARY BRACING ON ANY WALL FRAME. STEEL STRAPS WHICH DO NOT REQUIRE THE CUTTING OF STUDS ARE AN ACCEPTABLE ALTERNATIVE. ABBREVIATIONS G.) SEE NOTE 6-1 D FOR SILL AND ANCHOR BOLT SPECIFICATIONS. AB ANCHOR BOLT K KIPS H.) WALL FRAMING RECEIVING NAILING AT 3" ON CENTER OR LESS SHALL BE 3X NOMINAL U.N.O. ADD'L ADDITIONAL L ANGLE PER PLANS AND DETAILS. ADJ ADJACENT LLH LONG LEG HORIZ. ALT ALTERNATE LLV LONG LEG VERT. 6-6 CONNECTIONS: ARCH ARCHITECTURAL LONG LONGITUDINAL BLDG BUILDING LSL LONG SLOTTED HOLE A.) HOLES FOR THROUGH BOLTS SHALL BE DRILLED 1/16" OVERSIZE. BLKG BLOCKING LVL LAMINATED VENEER LUMBER BM BEAM MAX MAXIMUM B.) ALL BOLTS, NUTS, AND LAG SCREWS SHALL BE PROVIDED WITH FLAT OR MALLEABLE BOTT (B) BOTTOM MB MACHINE BOLTS WASHERS WHERE BEARING AGAINST WOOD. BTF BEAT TO FIT MECH MECHANICAL BTWN BETWEEN MFR MANUFACTURER C.) ALL BOLTS AND LAG SCREWS SHALL BE TIGHTENED UPON INSTALLATION AND RE -TIGHTENED CB CARRIAGE BOLTS MIN MINIMUM BEFORE CLOSING IN OR AT COMPLETION OF JOB. CCJ CONTROL JOINT MISC. MISCELLANEOUS CIP CAST -IN-PLACE CONCRETE MTL METAL D.) LAG SCREWS SHALL BE SCREWED, NOT DRIVEN, INTO PLACE. CJ CONSTRUCTION JOINT (N) NEW CLR CLEAR NS NEAR SIDE CMU CONCRETE MASONRY UNITS NSA NELSON STUD ANCHOR 8. ROOF FRAMING COL COLUMN NTS NOT TO SCALE CONC CONCRETE OC ON CENTER 8-2 CUT AND STACKED ROOF FRAMING: CONN CONNECTION OD OUTSIDE DIAMETER CONSTR CONSTRUCTION OH OPPOSITE HAND A.) CUT AND STACKED ROOF SYSTEMS SHALL BE BUILT TO THE CONVENTIONAL FRAMING CONT CONTINUOUS OPNG OPENING REQUIREMENTS OF THE CALIFORNIA BUILDING CODE (CHAPTER 23). PURLINS, BRACES, CONTR CONTRACTOR OVS OVERSIZE ROUND HOLE INTERMEDIATE SUPPORTS, AND CONNECTIONS SHALL BE PROVIDED BY THE CONTRACTOR THAT CP COMPLETE PENETRATION PDF POWDER DRIVEN FASTENER ARE CAPABLE OF TRANSMITTING ALL GRAVITY AND WIND LOADS TO THE FOUNDATION. CTR CENTER PERP PERPENDICULAR CTSK COUNTERSINK PL PLATE THE FOLLOWING ADDITIONAL LIMITATIONS SHALL APPLY: DBL DOUBLE PLWD PLYWOOD DF DOUGLAS FIR PLCS PLACES 1. RAFTER MAXIMUM SPANS DF -L DOUGLAS FIR - LARCH PP PARTIAL PENETRATION A. 2X6 DF -L #2: 9'-0" DIA DIAMETER PT PRESSURE TREATED B. 2X8 DF -L #2: 12'-0" DJ DOUBLE JOIST P/C PRECAST CONCRETE C. 2X10 DF -L #2: 16'-6" EA EACH P/T POST -TENSIONED EF EACH FACE REINF REINFORCEMENT 2. MINIMUM BRACE SIZE = 2X6 EL ELEVATION (DATUM) REQ'D REQUIRED ELEV ELEVATION (VIEW) OR ELEVATOR SC SLIP CRITICAL 3. MAXIMUM BRACE SPACING = 4'-0" O.C. EN EDGE NAILING SEOR STRUCTURAL ENGINEER OF EQ EQUAL RECORD 4. PURLIN SIZE SHALL MATCH THE SUPPORTED RAFTER SIZE U.N.O. ES EACH SIDE SHTG SHEATHING (E) EXISTING SIM SIMILAR B.) IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE THE CONVENTIONALLY FRAMED EXP EXPANSION SOG SLAB -ON -GRADE ROOF SYSTEM WITH TIES AND SUPPORTS BRACING ALL ELEMENTS TO THE FOUNDATION. THE EXT EXTERIOR STD STANDARD ENGINEER HAS MADE A CURSORY REVIEW OF THE FRAMING SIZES AND SUPPORT LOCATIONS, EW EACH WAY STIFF STIFFENER AND HAS PROVIDED GENERAL CONNECTION DETAILS TO COVER THE MAJORITY OF CONDITIONS, FF FINISH FLOOR STL STEEL BUT HAS NOT PROVIDED ENGINEERING DETAIL REQUIREMENTS FOR ALL CONNECTIONS FIN FINISH SQ SQUARE NECESSARY FOR THE ROOF TO PERFORM IN ACCORDANCE WITH THE LOADING CRITERIA. IF ANY FJ FLOOR JOIST SS STAINLESS STEEL SPECIFIC ELEMENT OF THE ROOF FRAMING SYSTEM IS NOT SHOWN AND DETAILED CONNECTION FLR FLOOR SWS SHEAR WALL SCHEDULE CRITERIA IS REQUIRED, PLEASE CONTACT THE ENGINEER FOR ADDITIONAL INFORMATION. FNDN FOUNDATION SYM SYMMETRICAL FOHC FREE OF HEART CENTER T&B TOP & BOTTOM FOS FACE OF STUD TO(P) TOP OF (PLYWOOD) FS FAR SIDE TOC TOP -OF -CONCRETE FTG FOOTING TOF TOP -OF -FOOTING GA GAUGE TOS TOP -OF -STEEL GALV GALVANIZED TOW TOP -OF -WALL GLB GLUE -LAM BEAM TN TOE NAIL HDG HOT DIPPED GALVANIZED TYP TYPICAL HDR HEADER LINO UNLESS NOTED OTHERWISE HGR HANGER (SIMPSON) VERT VERTICAL HORIZ HORIZONTAL WP WORKPOINT ID INSIDE DIAMETER WWF WELDED WIRE FABRIC INT INTERIOR W/ WITH JST JOIST W/O WITHOUT JT JOINT PERMIT#_ 6( -25, BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE DATE .- BY,=L - Q�OFESS/pN9 C. =J � CD III N 6 8z� * E 0/8 CIV1� OFC �(hAJ1(0 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE ONLY WITH THE ATTACHED STRUCTURAL CALCULATIONS 383 Rio Lindo Ave. Suite 200 Chico, CA 95926 P. 530.592.4407 SummitChico.com V) W Q �- U O ° J U z W U O 1 J U W LUU W �ry, LUp V cQo G J :D rvoo Ln Ln N Ln REVISIONS: DATE: 11/11/16 SCALE: NTS DRAWN BY: ACJ JOB NUMBER: 16-320 SHEET: a FASTENING SCHEDULE (TABLE 2304.9.1) CONNECTION FASTENING"" LOCATION 1. JOIST TO SIU_ OR GIRDER 3 - 8d COMMON (2 1/2' X 0.131') 10d 10d 3 - 3" X 0.131' NAILS TOE NAIL 16d 3 - 3" 14 GA. STAPLES 4X8/4X10/4X12 2. BRIDGING TO JOIST 2 - 8d COMMON (2 1/2' X 0.131') 10d 6X8/6X10/6X12 2 - 3" X 0.131" NAILS TOE NAIL EACH END •16d 2 - 3' 14 GA. STAPLES ITS 3. 1" X 6" SUBFLOOR OR LESS TO EACH JOIST 2 - 8d COMMON (2 1/2" X 0.131") FACE NAIL 4. WIDER THAN 1" X 6" SUBFLOOR TO EACH JOIST 3 - 8d COMMON (2 1/2" X 0.131") FACE NAIL 5. 2" SUBFLOOR TO JOIST OR GIRDER 2 - 16d COMMON (3 1/2" X 0.162') BUND AND FACE NAIL 6. SOLE PLATE TO JOIST OR BLOCKING 16d (3 1/2" X 0.135") AT 16" O.C. 6 PT DF SILL AND 3" X 0.131" NAILS AT 8' O.C. TYPICAL FACE NAIL . 3" 14 GA. STAPLES AT 12" O.C. SOLE PLATE TO JOIST OR BLOCKING AT 3 - 16d (3 1/2" X 0.135") AT 16" O.C. 4 - 3' X 0.131' NAILS AT 16" O.C. BRACED WALL PANELS BRACED WALL PANEL 4 - 3" 14 GA. STAPLES PER 16' N. 7. TOP PLATE TO STUD 2 - 16d COMMON (3 1/2" X 0.162") SLOPE GRADE 3 - 3" X 0.131" NAILS END NAIL 8" MIN. AWAY FROM 3 - 3" 14 GA. STAPLES Q 8. STUD TO SOLE PLATE 4 - 8d COMMON (2 1/2" X 0.131') TEAR 8d 0 12" O.C. 4 - 3" X 0.131" NAILS AT 8" O.C. TOE NAIL 4 3 - 3" 14 GA. STAPLES AT 12" O.C. SII; I Z 2 - 16d COMMON (3 1/2' X 0.162") END NAIL I I I I 3- 3"X0.131"NAILS 2X MUDSILL 12d ® 4" O.C. 3 - 3" 14 GA. STAPLES 8d ® 12" O.C. 9. DOUBLE STUDS 16d (3 1/2" X 0.135") AT 24" O.C. (E) FNDN 3" X 0.131" NAIL AT 8" O.C. FACE NAIL 12" MIN. 3" 14 GA. STAPLE AT 8' O.C. NOTES: 10. DOUBLE TOP PLATES 16d (3 1/2" X 0.135") AT 16" O.C. BE FiELD VERIFIED AND ANY DISCREPANCIES BROUGHT TO THE ATTENTION OF THE 3' X 0.131" NAIL AT 12" O.C. TYPICAL FACE NAIL NO SCALE 3" 14 GA. STAPLE AT 12" O.C. AB ® V-9" O.C. DOUBLE TOP PLATES 8 - 16d COMMON (3 1/2' X 0.162') LAP SPLICE AT ALL EDGES, 12 - 3" X 0.131" NAILS I I I I I 12 - 3" 14 GA. STAPLES 11. BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE 3 - 8d COMMON (2 1/2" X 0.131") 3 - 3" X 0.131" NAILS TOE NAIL I I I 3 - 3" 14 GA. STAPLES 12. RIM JOIST TO TOP PLATE 8d (2 1/2" X 0.131") AT 6' O.C. 3" X 0.131" NAIL AT 6" O.C. TOE NAIL SHEAR PLY 3" 14 GA. STAPLE AT 6' O.C. HOLDOWN 13. TOP PLATES, LAPS AND INTERSECTIONS 2 - 16d COMMON (3 1/2" X 0.162') 3 - 3" X 0.131" NAILS FACE NAIL 3 - 3" 14 GA. STAPLES SCHEDULE 14. CONTINUOUS HEADER, TWO PIECES 16d COMMON (3 1/2' X 0.162") 16' O.C. ALONG EDGE 15. CEILING JOISTS TO PLATE 3 - 8d COMMON (2 1/2" X 0.131") 5 - 3' X 0.131' NAILS TOE NAIL 5 - 3" 14 GA. STAPLES 16. CONTINUOUS HEADER TO STUD 4 - 8d COMMON (2 1/2" X 0.131") TOE NAIL 17. CEILING JOISTS, LAPS OVER PARTITIONS 3 - 16d COMMON (3 1/2" X 0.162") MIN, I°I II TABLE 2308.10.4.1 4 - 3" X 0.131" NAILS FACE NAIL 4 - 3" 14 GA. STAPLES 18. CEILING JOISTS TO PARALLEL RAFTERS 3 - 16d COMMON (3 1/2' X 0.162") MIN, SPACING TABLE 2308.10.4.1 4 - 3" X 0.131" NAILS FACE NAIL I I I 4 - 3" 14 GA. STAPLES 19. RAFTER TO PLATE 3 - 8d COMMON (2 1/2" X 0.131") 5 - 3" X 0.131" NAILS TOE NAIL I I I.I 5 - 3" 14 GA. STAPLES -USE 3X STUD AT 20. 1" DIAGONAL BRACE TO EACH STUD AND PLATE 2 - 8d COMMON (2 1/2' X 0.131") 2-3"X0.131"NAILS FACE NAIL 3 - 3" 14 GA. STAPLES II II 21. 1" X 8" SHEATHING TO EACH BEARING 3 - 8d COMMON (2 1/2" X 0.131') FACE NAIL 22. WADER THAN 1" X 8' SHEATHING TO EACH BEARING 3 - 8d COMMON (2 1/2" X 0.131") FACE NAIL 23. BUILT-UP CORNER STUDS 16d COMMON (3 1/2" X 0.162") 24" O.C. II 3" X 0.131' NAILS 16" O.C. ( 3" 14 GA. STAPLES 16" O.C. 24. BUILT-UP GIRDER AND BEAMS 20d COMMON (4" X 0.192") AT 32" O.C. FACE NAIL AT TOP AND 3' X 0.131" NAILS AT 24" O.C. BOTTOMSTAGGERED ON REQ'D PER SHEAR 3" 14 GA. STAPLES AT 24" O.C. OPPOSITE ENDS 2 - 20d COMMON (4" X 0.192') FACE NAIL AT ENDS AND 3 - 3" X 0.131" NAILS AT EACH SPLICE 3 - 3" 14 GA. STAPLES I I 25. 2" PLANKS 16d COMMON (3 1/2" X 0.162") AT EACH BEARING 26. COLLAR TiE TO RAFTER 3 - 10d COMMON (3" X 0.148") II I --I 4 - 3' X 0.131' NAILS FACE NAIL I II I I°I 4 - 3" 14 GA. STAPLES 27. JACK RAFTER TO HIP 3 - 10d COMMON (3" X 0.148") 4 - 3" X 0.131" NAILS TOE NAIL 4 - 3" 14 GA. STAPLES . 2 - 16d COMMON (3 1/2" X 0.162") FACE NAIL 3 - 3" X 0.131" NAILS c 3 - 3" 14 GA. STAPLES 28. ROOF RAFTER TO 2X RIDGE BEAM 2 - 16d COMMON (3 1/2" X 0.162") 3 - 3" X 0.131" NAILS TOE NAIL 3 - 3" 14 GA. STAPLES 2 - 16d COMMON (3 1/2" X 0.162") FACE NAIL 3-3'X0.131"NAILS FOUNDATION PER PLAN 3 - 3" 14 GA. STAPLES 29. JOIST TO BAND JOIST - 3 - 16d COMMON (3 1/2" X 0.162') CORNER WHERE OCCURS 4 - 3" X 0.131" NAILS FACE NAIL WALL ELEVATION 4 - 3" 14 GA. STAPLES NO SCALE 30. LEDGER STRIP 3 - 16d COMMON (3 1/2" X 0.162") S D Z 4 - 3" X 0.131" NAILS FACE NAIL 4 - 3" 14 GA. STAPLES 31. WOOD STRUCTURAL PANELS AND PARTICLE BOARD' 1/2" AND LESS 60 SUBFLOOR, ROOF AND WALL SHEATHING (TO FRAMING) 2 3/8" X 0.113" NAIL" 19/32" TO 3/4" 8d OR 6d° 2 3/8" X 0.113' NAIL' 7/8" TO 1" 8d° SINGLE FLOOR (COMBINATION SUBFLOOR-UNDERLAYM ENT 1/8- TO 1 1/4- 10d' OR 8d' TO FRAMING) d' 3/4o AND LESS 6d' 7/8" TO 1" 8d° 1 1/8" TO 1 1/4" 1Od' OR 8d' 32. PANEL SIDING (TO FRAMING) 1/2" AND LESS 6d 5/8" 8d 33. FIBERBOARD SHEATHING' 1/2' No. 11 GAGE ROOFING NAIL' 6d COMMON NAIL (2" X 0.113') No. 16 GAGE STAPLE' 25/32' No. 11 GAGE ROOFING NAIL" 8d COMMON NAIL (2 1/2" X 0.131") No. 16 GAGE STAPLE' 34. INTERIOR PANELING 1/4' 4d' 3/8' 6d' a. Common or Dox naps are permitteo to as usea except where vtnerwIse bLumu. b. Nails spaced at 6 inches on center at edges, 12 inches at intermediate supports except 6 inches at supports where spans are 48 inches or more. For nailing of wood structural panel and particleboard diaphragms and shear walls, refer to Section 2305. Nails for wall sheathing are permitted to be common, box or casing. c. Common or deformed shank (6d - 2" x 0.113'; 8d - 2 1/2" x 0.131"; 10d - 3" x 0.148") d. Common (6d -2"x0.113'; 8d -21/2"x0.131"; 10d -3"x0.148') e. Deformed shank (6d - 2" x 0.113'; 8d - 2 1/2" x 0.131"; 10d - 3" x 0.148") f. Corrosion -resistant siding (6d - 1 7/8" x 0.106"; 8d - 2 3/8" x 0.128") or casing (6d - 2" x .099"; 8d - 2 1/2" x 0.113") nail g. Fasteners spaced 3 inches on center at exterior ridges and 6 inches on center at Intermediate supports, when used as structural sheathing. Spacing shall be 6 inches on center on the edges and 12 inches on center at Intermediate supports for nonstructural applications. h. Corrosion -resistant roofing nails with 7/16 inch diameter head and 1 1/8 inch length for 1/2 inch sheathing and 1 3/4 inch length for 25/32 sheathing. i. Corrosion -resistant staples with nominal 7/16 inch crown and 1 1/8 inch length for 1/2 inch sheathing and 1 1/2 inch length for 25/32 sheathing. Panel supports at 16 inches (20 Inches if strength axis in the long direction of the panel, unless otherwise marked). I Casing (1 1/2" x 0.080") or finish (1 1/2" x 0.072") nails spaced 6 inches on panel edges, 12 inches at Intermediate supports. k. Panel supports at 24 inches. Casing or finish nails spaced 6 inches on panel edges, 12 inches at intermediate supports. I. For roof sheathing applications, 8d nails (2 1/2" x 0.113") are the minimum required for wood structural panels. m. Staples shall have a minimum crown width of 7/16 inch. n. For roof sheathing applications, fasteners spaced 4 inches on center at edges, 8 inches at intermediate supports. o. Fasteners spaced 4 inches on center at edges, 8 inches at intermediate supports for subfloor and wall sheathing and 3 inches on center at edges, 6 Inches at intermediate supports of roof sheathing. p. Fasteners spaced 4 inches on center at edges, 8 inches at intermediate supports. TYPICAL FASTENING SCHEDULE 10 NO SCALE S D 1 NOTCH SHALL NOT EXTEND INTO MIDDLE THIRD OF BEAM CUR. SPAN H MST2, 1 /4" CLEAR TO ROOF PLY MIN. 'ER PLAN M ST27 TAPER CUT BEAM d Q F - 1n r BEAM TO POST DETAIL NO SCALE Mr -AIA Mr -r% r%1 WALL CONTINUES WHERE OCCURS PER PLAN (5) 16d +++' + + AT EXISTING FOUNDATIONS AND AT MISSED AB PROVIDE 1/2" + +; + + DIAMETER TiTEN HD AT REQUIRED SPACING WITH 4" EMBED, 1 3/4" + + MINIMUM EDGE DISTANCE, 8" MINIMUM END DISTANCE, AND 8" MINIMUM SPACING. LOCATE AND AVOID ALL REINFORCING PRIOR TO + DRILLING. INSTALL PER MANUFACTURER'S RECOMMENDATIONS PARTIAL PLAN AT TOP PLATE CORNER AND TEE DBL 2X TOP PLATES TI26 STRAP, U.N.O., 12" MAX 4'-0" MAX AT (3) STORY AND TALLER PER DETAIL BELOW _ENTERED ON DISCONTINUITY w 6'-0" MAX AT 1 AND 2 STORY PT DF -I 5 MIN (SEE SHEAR WALL SCHED.) SILL I I 7" MIN PLATE WASHER I I U 3" X 3" X .229", TyP__/ STUD DIRECTLY UNDER SPLICE, TYP. �_ TYPICAL TOP PLATE DISCONTINUITY MASA/MASAP ANCHOR OPTION PER NOTE 4 (5) 16d AT CORNER OR INTERSECTING WALL 1/2" DIA AB WITH 2" HOOK, TYP FNDN PER PLAN 16d SINKERS AT 16" O.C. 4'-0" MIN. LAP LENGTH TYP 16d SINKERS AT 16" O.C. (12) MIN. BETWEEN SPLICES 16d SINKERS AT 16" O.C. (12) MIN. BETWEEN SPLICES GENERAL NOTES: (12) MIN. BETWEEN SPLICES 1.) SILL PLATE SHALL BE 2X PT DF -L UNLESS NOTED OTHERWISE IN SHEAR WALL SCHEDULE. .AN STUD DIRECTLY UNDER SPLICE, TYP. 11 INTERSECTING WALL OR CORNER WHERE OCCURS -- TYPICAL TOP PLATE SPLICE 9 TYPICAL TOP PLATE SPLICE DETAIL S D 1 NO SCALE TOP PLATE PER 6/SD1 TYPICAL HANGER SCHEDULE MEMBER SIZE SIMPSON HANGER TYPE FASTENER TYPE AT SUPPORTING AT SUPPORTED MEMBER MEMBER 2X4/2X6/2X8/ 2X10/2X12 LUS24/LUS26/LUS28/ LUS210AUS210 10d 10d DBL 2X6/DBL 2X8/ DBL 2X10/DBL 2X12 HUS26-2TF/HUS28-2TF/ HUS210-2TF/HUS212-2TF 16d 16d 4X8/4X10/4X12 H U 48TF/H U 41 OTF/H U 412TF 16d 10d 6X8/6X10/6X12 HU68TF/HU61OTF/HU612TF 16d •16d TJI/BCI ITS 10d NOT REQ'D LVL/PSL HGLTV 16d 16d GLU-LAM HGLTV 16d 16d NOTES: 1. PROVIDE SKEWED AND SLOPED HANGER WHERE REQUIRED. 2. PROVIDE HANGER WITH ONE OR BOTH FLANGES CONCEALED WHERE REQUIRED. 3. SEE PLANS AND DETAILS FOR HANGER AT SPECIAL CONDITION. 4. PROVIDE APPROPRIATE FASTENER AT ALL FASTENER HOLES U.N.O. 5. FASTENER SIZES: 16d=0.162" DIA. X 3 1/2" LENGTH 10d=0.148" DIA. X 3" LENGTH, 10d X 1 1/2"=0.148" DIA. X 1 1/2- LENGTH 6. PROVIDE HANGERS AND FASTENERS WITH CORROSION PROTECTION APPROPRIATE FOR CONNECTION APPLICATION AND ENVIRONMENT. TYPICAL SIMPSON HANGER SCHEDULE NO SCALE DBL 2X TOP PLATE 2.) PROVIDE (2) BOLTS MIN PER SILL PLATE. 3.) DIAGONALLY SLOTTED PLATE WASHERS WITH A MAXIMUM SLOT LENGTH OF 1 3/4" MAY BE USED WHEN A STANDARD CUT WASHER IS ADDED BETWEEN THE PLATE WASHER AND NUT. 4.) CONTACT SUMMIT STRUCTURAL DESIGN FOR MASA/MASAP ANCHOR OPTION IN LIEU OF ANCHOR BOLTS. 5.) AT SHEAR WALLS, PLATE WASHER MUST BE LOCATED 1/2" OR LESS FROM THE INSIDE FACE OF SHEATHING. 6 TYPICAL FNDN ANCHOR BOLT DETAIL 3 S D 1 NO SCALE S D I STUD WALL ELEVATION KEY HOLDOWN POST HEADER PER PLAN PER SCHEDULE AT HDU2 HOLDOWNS AT (E) FOUNDATIONS KING STUDS PER SCHEDULE UP TO 9'-0" 2 2X6 PROVIDE 5/8" DIA. A307 THREADED ROD IN C) © I■ ® SIMPSON SET -XP EPDXY WITH 12" EMBED IN 1 O 1 STUD PER PLAN, DF#2 AT 16" O.C. U.N.O. HOLDOWN PER PLAN (E) FOUNDATION. INSTALL PER MFR. TOP PLATE PER 6/SD1 LOAD OPENING I' �I O �� �� © AND SPACING • " U.N.O. ALL REINFORCING PRIOR TO DRILLING - -i-I - - FF- - - Q • 11�■ i " ii11 STUD WALL ELEVATION KEY HOLDOWN POST HEADER PER PLAN PER SCHEDULE AT HDU2 HOLDOWNS AT (E) FOUNDATIONS KING STUDS PER SCHEDULE UP TO 9'-0" 2 2X6 PROVIDE 5/8" DIA. A307 THREADED ROD IN C) BLOCK AT ALL SHEATHING SPLICES, AND AT 10'-0" MAX UNBRACED STUD LENGTH ® SIMPSON SET -XP EPDXY WITH 12" EMBED IN © 1 STUD PER PLAN, DF#2 AT 16" O.C. U.N.O. HOLDOWN PER PLAN (E) FOUNDATION. INSTALL PER MFR. TOP PLATE PER 6/SD1 LOAD CORNERS, TYP RECOMMENDATIONS. LOCATE AND AVOID AND SPACING / SHEAR PER PLAN ALL REINFORCING PRIOR TO DRILLING CUP SPACING - -i-I - - FF- - - Q 2X MUDSILL 12d ® 7" O.C. i 8d 0 12" O.C. '. 260 6 PT DF SILL AND II . FIELD NAIL PER AB PER 3/SD1 (E) SLAB ON GRADE 12d 0 5" O.C. PANELS AS REQ'D BY I I N. II II I SHEAR WALL SCHED. SLOPE GRADE 8" MIN. AWAY FROM II Q II II I°I I FOUNDATION TEAR 8d 0 12" O.C. A35 AT V-8» O.C. 380 4 1 AB m -3 O.C. SII; I Z I #4 CONT. BAR I I I I I EN PER S 2X MUDSILL 12d ® 4" O.C. TOP AND BOTT 8d ® 12" O.C. A35 AT V-5" O.C. C (E) FNDN FWALL SCHED. 12" MIN. RBC AT 10 O.C. NOTES: Q3X 1. FOUNDATION SIZES AND REINFORCING SHOWN SHALL BE FiELD VERIFIED AND ANY DISCREPANCIES BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO CONSTRUCTION. TYPICAL HOLDOWN AT (E) FNDN DETAIL NO SCALE �SD1 STUD WALL ELEVATION KEY WALL ELEVATION HEADER PER PLAN ® TRIMMERS PER SCHEDULE ® KING STUDS PER SCHEDULE UP TO 9'-0" 2 2X6 A35 CLIP AT EACH SIDE OF POSTS AND MULTIPLE KING STUDS. USE A34 AT 4X WALLS C) BLOCK AT ALL SHEATHING SPLICES, AND AT 10'-0" MAX UNBRACED STUD LENGTH ® NAIL MULTIPLE TRIMMERS/KING STUDS TOGETHER WITH 16d AT 12" O.C. STAGGERED © 1 STUD PER PLAN, DF#2 AT 16" O.C. U.N.O. (B I POST PER PLAN WHERE OCCURS 2X6 WALL OPENING SCHEDULE (110 MPH, EXPOSURE C) WALL ELEVATION OPENING WIDTH TRIMMER/S KING STUD/S UP TO 5'-0" (1) 2X6 (1) 2X6 UP TO 9'-0" 2 2X6 (2) 2X6 UP TO 16'-0" (2) 2X6 (3) 2X6 TYPICAL STUD WALL ELEVATION 5 NO SCALE HOEDOWN STEM FASTENERS WALL AT POST WIDTH SINGLE POUR CONDITION S D Z HDU2 4 SIM. CORNER WHERE OCCURS SSTB20 6 SCREWS 6" HDU4 SD2 16d NAILS AT L PPED SSTB24 10 SCREWS 6" TOP PLATE PER 6/SD1 LOAD CORNERS, TYP ANCHOR BOLT SPACING AND SPACING AND SPACING -71-- CUP SPACING - -i-I - - FF- - - Q 2X MUDSILL 12d ® 7" O.C. i 8d 0 12" O.C. A35 AT 2'-8* O.C. 260 6 PROVIDE GAP BETWEEN II I°I FIELD NAIL PER A2X MUDSILL 12d 0 5" O.C. PANELS AS REQ'D BY I I A35 AT 1* -8M O.C. II II I SHEAR WALL SCHED. AB ®2 9 O.C. MFR, 1/8" MIN II Q II II I°I I I11 TEAR 8d 0 12" O.C. A35 AT V-8» O.C. 380 4 1 AB m -3 O.C. I I I I I I I EN PER S 2X MUDSILL 12d ® 4" O.C. 8d 0 3" O.C. 8d ® 12" O.C. A35 AT V-5" O.C. 490 AB ® 1 -0 O.C. FWALL SCHED. RBC AT 10 O.C. Q3X BLOCK AS I :Q D I 8d ®2 " O.C. I` I I ) A35 AT V-0" O.C. 640 2 AB ® V-9" O.C. AT ALL EDGES, TYP I I I I I I I COMPRESSION I I I I I I POST AS REQ'D SHEAR PLY PER HOLDOWN PER SHEAR SCHEDULE WALL SCHED. 16" MAX STUD I°I II II II I SPACING I I I I I I I I.I -USE 3X STUD AT I I I HOLDOWN II II ABUTTING PANEL PER II EDGES WHERE ( SCHEDULE I REQ'D PER SHEAR I II II WALL SCHEDULE II II I I II I --I II II -a-Ll-- L----°--iL I II I I°I c SILL PLATE AND AB SIZE/SPACING PER SCHED. 12" FOUNDATION PER PLAN MAX. NOTE: STUD SPACING = 16" O.C., U.N.O. CORNER WHERE OCCURS TYPICAL SHEAR WALL ELEVATION 4 NO SCALE S D Z HOLDOWN SCHEDULE (*SEE ALL NOTES BELOW*) SIMPSON HOLDOWN MODEL NUMBER MINIMUM DISTANCE FROMMINIMUM HOLDOWN CENTER OF POST CONCRETE ANCHOR SIZE TO FACE OF POST CONCRETE ANCHOR TYPE HOEDOWN STEM FASTENERS WALL AT POST WIDTH SINGLE POUR CONDITION TWO POUR CONDITION HDU2 DBL 2X 1 5/16" SSTB16 SSTB20 6 SCREWS 6" HDU4 DBL 2X 1 5/16" SSTB20 SSTB24 10 SCREWS 6" GENERAL NOTES: 1.) HOLDOWNS SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. 2.) AT 3X MUDSILL USE SSTBL VERSION OF ANCHOR LISTED ABOVE. 3.) DOUBLE STUDS SHALL BE NAILED TOGETHER WITH 12d (DIA.=0.135") AT 6" O.C. STAGGERED. TYPICAL HOLDOWN SCHEDULE 2 NO SCALE SD1 PERMIT &I -'-, j. 13UTTE COUNTY DEVELOPMENT SERVICES REVIEWCODEC COMPLIANCE CE D FOR DATEf BY SHEAR WALL LEGEND_, STRUCTURAL SHEAR WALL TYPE "N" FOR A MINIMUM N L=X' -Y" LENGTH OF X' -Y" PER SCHEDULE BELOW. SHEAR WALL SCHEDULE - 3/8t, THICK SHEATHING AND 16 O.C. STUD SPACING (*SEE ALL NOTES BELOW*) SHEAR MUDSILL THICKNESS SOLE PLATE PANEL EDGE PANEL FIELD "SIMPSON" ALLOW. WALL AND 1/2" DIAMETER NAIL SIZE NAIL SIZE NAIL SIZE A35 AND RBC LOAD TYPE ANCHOR BOLT SPACING AND SPACING AND SPACING AND SPACING CUP SPACING (PLF) Q 2X MUDSILL 12d ® 7" O.C. 8d 0 6" O.C. 8d 0 12" O.C. A35 AT 2'-8* O.C. 260 6 AB ® -9 O.C. 3 RBC AT 1 -8 O.C. A2X MUDSILL 12d 0 5" O.C. 8d 0 4" O.C. 8d 0 12" O.C. A35 AT 1* -8M O.C. 350 AB ®2 9 O.C. RBC AT 1 -2 O.C. Q 2X MUDSILL 12d ® 5" O.C. 8d ® 4" O.C. 8d 0 12" O.C. A35 AT V-8» O.C. 380 4 1 AB m -3 O.C. RBC AT 1 -0 O.C. 3 2X MUDSILL 12d ® 4" O.C. 8d 0 3" O.C. 8d ® 12" O.C. A35 AT V-5" O.C. 490 AB ® 1 -0 O.C. RBC AT 10 O.C. Q3X MUDSILL 12d ®3 " O.C. 8d ®2 " O.C. 8d ®12 w O.C. A35 AT V-0" O.C. 640 2 AB ® V-9" O.C. RBC AT 8" O.C. GENERAL NOTES: 1.) WALL FRAMING: USE 2X OR WIDER DF -L STUDS (PER PLAN), SOLE PLATE, TOP PLATES, AND BLOCKING. USE PT DF -L MUDSILL PER SCHEDULE ABOVE. BLOCK ALL PANEL EDGES. 2.) SHEATHING: USE APA RATED (32/16 SPAN RATING) SHEATHING UNLESS NOTED OTHERWISE. EDGE NAIL PANELS AT ALL EDGES, TOP PLATES, SOLE PLATE, MUDSILL, POSTS, AND HOLDOWN COMPRESSION POSTS/STUDS. 3.) NAIL SIZES: 8d: 2 1/2" X 0.131" DIAMETER COMMON, OR 2 1/2" X 0.113" DIAMETER HDG BOX, 12d: 3 1/8" X 0.135" DIAMETER SINKER, 20d: 4" X 0.192" DIAMETER COMMON. DO NOT OVERDRIVE NAILS. STAGGER SOLE FASTENING AND PRE -DRILL PILOT HOLES (MAX 75% NAIL DIA) TO AVOID SPLITTING WALL ELEMENTS. 4.) AT SHEAR WALL TYPES "4", m3n, AND 02" USE 3X NOMINAL FRAMING AT ABUTTING PANEL EDGES AND STAGGER NAILING. 5.) ALLOWABLE LOADS MAY BE MULTIPLIED BY 1.4 WHERE WIND LOADS GOVERN. TYPICAL SHEAR WALL SCHEDULE 1 NO SCALE �Dl Q�OFESS/pN9 C. CO un L N 1882 rri * Ex . 3 18 J'J C 1 V gTFof-CAUF�� THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE ONLY WITH THE ATTACHED STRUCTURAL CALCULATIONS 383 Rio Lindo Ave. Suite 200 Chico, CA 95926 P. 530.592.4407 SummitChico.com U J O U_ Q J= I)U cOU.j1� G _j w U U w " OC `W �O Q � C Q Ln N U REVISIONS: DATE: 11/11/16 SCALE: NTS DRAWN BY: ACJ JOB NUMBER: 16-320 SHEET: SD1 �a Q a= �� �N