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Home My WebLink AboutB16-2738 040-360-0125 40 05'54" V 4.0' BUTTE COUNTY FEB 16 HIT 1plIVELOPMENT g'RVICES �ecln��k W 120.0' 12P.U.E. to LEACH FIELD"''-, PROPOSED REMODEL IN CLOUDED PROPOSED ADDITION IN SHADED AREA (E) 5EPTIC TANK EXISTING 1, POOL EXISTING EQUIP. GYM EXISTING GARAGE 3 EXISTING RESIDENCE o I0 .APN O�O�-�C O 012 O ?�. LOT 8 'i .76 Acr os i L= 108.52' / R= 180 5 CE FA I RNAY DR EXISTING GOLF CART GARAGE �Y °ry f I / I / f l,/ � 2 / 1 ELECTRICAL BUTTE COUNTY SERVICE BUILDING DIVISION APPROVED PEP°,,",IT # l�/_' 'ZO BUTTE C(A)N!, -Y P ` r *;i T [;'V:CES COD DATE � BY Site Plan 1 11-101-011 10'-0" SCOPE OF NORK : WE ARE PROPOSING TO DEMOLISH THE (E) KITCHEN AND REMOVE THE NOOK (60 SQ. FT.) AND WILL ADD A 455a. FT. ADDITION TO THE (N) KITCHEN. ALONG WITH A (N) � BATH IN (E) HALL $ REMODELING (E) MASTER BATH. IN THE ATTACHED GYM, WE ARE PROPOSING TO DEMOLISH THE (E) � BATH FOR A (N) FULL BATH. ALL UTILITIES ARE (E) AND TO REMAIN AS 15. SaUARE FOOTAOF- EXISTING RESIDENCE: 540cl SQ. FT. ADDITION: + 48 5Q. FT. DEMO: - 60 SQ. FT. TOTAL 5517 5Q. FT. NO INCREASE IN SQUARE FOOTAGE AREAS OF REMODEL: 106q 5Q. FT. CODS ANAL`I'S I S : ZONING: RI USE: SINGLE FAMILY DWELLING CONSTRUCTION TYPE: TYPE V -B (WOOD) PROJECT DATA: OWNER: CHRIS $ MEGAN KOBZ PROJECT DESCRIPTION: ADDITION/REMODEL TO SINGLE FAMILY RESIDENCE PROJECT ADDRESS: 55 FAIRWAY DRIVE, CHICO CA ASS. PARCEL. NO.: 040-560-012-000 JURISDICTION: BUTTE COUNTY APPLICABLE CODES: 2015 GBG, 2013 CPG, 2015 CMG, 2015 CEO, 2015 ORO, 2015 CALIF. HEALTH $ SAFETY CODE AMENDMENTS, 2015 CALIF. ENERGY CODE EFFICIENCY STANDARDS, ZONE 11, 2015 CALIF. ACCESSIBILITY REQUIREMENTS, 2012 EDITION NFPA 101, 2015 CGBSC $ 2015 GREEN BUILDING STANDARDS CODE SHEAT I NDEX: - 517E PLAN AND JOE3 INFO 2- AS-BUILT/DEMOLITION FLOOR PLAN 5- PROPOSED FLOOR PLAN 4- ELECTRICAL PLAN 5- INTERIOR ELEVATIONS 6- FOUNDATION PLAN, ROOF PLAN, SECTION MATERIAL SPECIFICATIONS 51- STRUCTURAL NOTES 52- STRUCTURAL DETAILS + BU I LD I NO DF -S I ONER DONNA ROSE 650 SALEM ST. #110 CHICO, CA cl5928 530.717.5710 donnarosedesign@gmail.Gom STRUCTURAL ENO I NEER CHAD RATZLAFF SEQUOIA ENGINEERING 467 E. 2ND AVENUE CHICO CA g5cl26 550.5cl1.7258 Chad@secpoiacivi l.Gorr ENERO`r CONSULTANT DONNA WALLACE 3qct E. cITH AVENUE CHICO, CA cl5cl26 550.&15.4882 donna7q l g pacbe l l .net FIRE 5FRIN<LERS: A FIRE SPR I KLER SYSTEM SHALL NOT BE REQUIRED FOR AN ADDITION OF THIS SIZE. Donna Rose _ 630 Salem Street #110 Chico, CA 95928 530.717.3710 donnarosedesign @gmail.com date 1.18.11 revised ®1.23.1-1 job kcbz Al � (E) 4080 FXD. DEMO (E) 10' X 7'-10" 50D FOR (N) (E) I6' X 18" VAULTED &LASS ® GABLE DEMO (E) I6' X 7'-10" SOD FOR (N) ............................................................................................... LIVINO ROOM TERRAZO DINING TERRAZO 5580 FIXED DEMO (E) 1207 55D FOR (N) 1 %r CARPET DEMO NOOK ROOF AND 5KYLI&HT5 DEMO 266 FOD -J/ DEMO ;3-2050 FXD. INDICATES CONDITIONED AREA �-�---•��--------.�_, ' _ �••£ ••• �•�'••_- AND ROOF TO BE DEMOLISHED NEW ROOF LINE DEMO 4050 5.5. DEMO 3-2040 YLI&HTS ; DEMO (E) I6'X 7'-10" SL. &L. DRS. --- - —n ' w _ _ ..........._. ............ ...... i _........ f..... DEMO KITCHEN FOR NEW -----� �/ DINING N KITCHEN � �� _........... TERRAZO I TERRAZO FOYER TERRAZO PR. 5080 S.G. SHOJI SCREENS TO REMAIN DEMO ALL INTERIOR DOORS FOR NEW .. BATH #1 f TERRAZO Uf1........................................FF BEDROOM #1 ....._ CARPET... -- I 3076 S.H. DBL. PANE BATH #2 TERRAZO 2676 S.H. 3072 5.H. DBL. PANE DBL. PANE DBL. PANE DEMO WALL FOR NEW CLOSET LAYOUT BEDROOM #2 CARPET 5072 S.H. DBL. PANE 5072 5.H. DBL. PANE OARFORT CONCRETE LEOEND 2 X NEW STUD WALL 0 2 X EXI5TIN6 STUD WALL TO REMAIN 2 X EXISTING 5TUD WALL 3 OTHER TO BE DEMOLISHED PE:RM,1 E 4-131 T S' RVICE3 llEy� As - Built Demo Floor Plan a Donna Rosd desig 630 Salem Street #110 Chico, CA 95928 530.717.3710 donnarosedesign Qgmail.com date 1.18.17 revised A 1.25.1-7 job kcbz NEW J" SELECT/EXTERIOR G IDE PLYWOOD, O/ 15# FELT, W/ 5" 2" CEDAR BATT5 TO MATCH EX STING (N) 100710 S.G.D. -PATCH NEW SHINGLES AS NECESSARY AFTER DEMO OF (E) NOOK ROOF �. •W ......_ EXISTING ROOF TO REMAIN, RFTR. TAILS ® EAVE WHERE SHOWN, SEE ROOF PLAN ..... .._.--.-..,.— W.... ....W.. _... _ ; _.. ...__.. _._.....................................................................:................_.__... _..... ...... ........ ....... .................................. ............ ................_...__....... ....'__..-.-...-............ .............................. 1 I� I I 1 i I� 3 j f i1 �3 AREA OF ADDITION/REMODEL TO EXTERIOR (N) 160710 S.G.D. (N) 120710 S.G.D. 4" —1 1-011 o� 5EE LANDSCAPE PLAN FOR--) HARDSCAPING J F PHASES OF PROJECT: v I I I • I I "w 1 I, - I L I\ i\I I VI i"{v ✓ I 1\VV I VI\L, ✓I- rl ✓ 11\V�/ I VI\L REAR YARD LANDSCAPING PERMIT E I (C I >,l� r.l!_1 ,,'7QTc`-TMCES Donna Rose design 630 Salem Street #110 Chico, CA 95928 530.717.3710 donnarosedesign @gmail.com date 1.18.1-7 revised 01.23.17 job kobz ELEOTRIOAL NOTES: I. PROVIDE AN ADDITIONAL 20 AMP BRANCH CIRCUIT FOR EACH BATHROOM AND LAUNDRY. THESE GIRGUITS SHALL SERVE NO OTHER OUTLETS. 2. ALL 15 4 20 AMP BRANCH CIRCUITS SUPPLYING OUTLETS INSTALLED IN BEDROOMS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, 5UNROOM5, RECREATION ROOMS, HALLWAYS, GL05ET5 OR SIMILAR ROOMS, SHALL BE INSTALLED WITH A COMBINATION ARG -FAULT CIRCUITS INTERRUPTERS. 5. PROVIDE (2) OR MORE 20 -AMP SMALL APPLIANCE BRANCH CIRCUITS EVENLY PROPORTIONED IN THE KITCHEN, PANTRY, BREAKFAST ROOM, DINING ROOM, OR 51MILAR AREA TO SERVE ALL WALL AND FLOOR OUTLETS. SUCH CIRCUITS SHALL HAVE NO OTHER OUTLETS. 4. ALL 125 VOLT, SINGLE PHASE, 15 AND 20 AMP RECEPTACLES SHALL BE L15TED TAMPER RESISTANT RECEPTACLES. 5. FIXTURES, LAMP HOLDERS AND RECEPTACLES OUTLETS SHALL BE SECURELY SUPPORTED. A FIXTURE THAT WEIGHS MORE THAN bibs OR EXCEEDS 161n. IN ANY DIMENSION SHALL NOT BE SUPPORTED BY THE SCREW SHELL OF A LAMP HOLDER PER 2015 CEO SECTION 410.15. (a). OUTLET BOXES SHALL NOT BE USED AS THE SOLE SUPPORT FOR CEILING FANS PER 2015 SECTION 514.27 (o 8 d). 6. ALL HARDWIRED DETECTORS SHALL BE INTERCONNECTED. 7. ALL GARAGE, LAUND�ZY ROOM, AND UTILITY ROOM LIGHTING SHALL BE HIGH -EFFICACY AND CONTROLLED BY A MANUAL -ON OCCUPANCY SENSOR. 5. ALL SHOWERS AND TUB/SHOWER COMBINATIONS SHALL BE PROVIDED WITH INDIVIDUAL CONTROL VALVES OF THE THERMOSTATIC, MIXING, PRESSURE BALANCE OR COMBINATION VALVE TYP. GPO SEG. 408.5 VENTILATION REQUIREMENTS I. iGITOHEN VENTILATION: A. THE KITCHEN SHALL HAVE AN EXHAUST FAN N/ A MIN. VENTILATION RATE OF 100 CFM. B. THE NOISE RATING SHALL BE 5 SONE MAXIMUM. G. THE FAN SHALL BE DUCTED TO THE OUT5IDE W/ A MINIMUM 5"(P SMOOTH DUCT (55' MAXIMUM RUN w/ (2) ELBOWS OR FITTINGS). 2. BATHROOM VENTILATION: A. EACH BATHROOM SHALL HAVE AN EXHAUST FAN W/ A MIN. VENTILATION RATE OF 50 CFM. B. THE NOISE RATING SHALL BE 5 SONE MAXIMUM. G. THE FAN SHALL BE DUCTED TO THE OUTSIDE w/ A MINIMUM 4"(P SMOOTH DUCT (75' MAXIMUM RUN w/ (2) ELBOWS OR FITTINGS). D. BATHROOM EXHAUST FANS MUST BE CONTROLLED BY A HUMID15TAT CONTROL CAPABLE OF ADJUSTMENT BETWEEN A RELATIVE HUMIDITY RANGE OF 50 TO aO%. 2010 00550 SECTION 4.506. 3. WHOLE - BUILDING VENTILATION: Ofan = O.OIAfioor + 7.5(Nbr + 1) afan = (0.01)( ) + (7.5)( + 1) afan= (0.01)(2050)+(7.5)(5) afan= 20.5+22.5 afan = 42.5 GFM MIN. ONE BATHROOM FAN SHALL BE 70 GFM. MIN. w/ A MAXIMUM NOISE RATING OF I SONE. THE SWITCH SHALL BE LABELED "VENTILATION CONTROL." BA5EL I NE NATER U5AC E : I- THE EFFECTIVE FLUSH VOLUME OF ALL WATER CLOSETS SHALL NOT EXCEED 1.28 GALLONS PER FLUSH. GALGREEN SEG. 4.505.1.1 2- 5HOWERHE4.D5 SHALL HAVE A MAXIMUM FLOW RATE OF NOT MORE THAN 2.0 GALLONS PER MINUTE AT 80 PSI. GALGREEN SEG. 4.505.1.5.1 5- MAXIMUM FLOW RATE OF RESIDENTIAL LAVATORY FAUCETS SHALL NOT EXCEED 1.5 GALLONS PER MINUTE AT 60 PSI. GALGREEN SEG. 4.505.1.4.1 4- MAXIMUM FLOW RATE OF KITCHEN FAUCETS SHALL NOT EXCEED 1.8 GALLONS PER MINUTE AT 60 PSI.. KITCHEN FAUCETS MAY TEMPORARILY INCREASE THE FLOW ABOVE THE MAXIMUM RATE, BUT NOT TO EXCEED 2.2 GAL! ON5 PER MINUTE AT 60 PSI, AND MUST DEFAULT TO A MAXIMUM FLOW RATE OF 1.8 GALLONS PER MINUTE AT 60 PSI. GALGREEN SEG. 4.505.1.4.4 (w LED STRIP LT5. U/ EACH SHELF 10C RECESSED CANS 4 U/ CBT. LIGHTING, IN KITCHEN, TO BE HIGH EFFIGIAGY, AS SHOWN Vv - -7-11 KITCHEN LIGHTING 50HEDULE: -- CLO. MTD. FIXT. A B LUMINAIRE TYPE: HIGH EFFICACY: WATTS: QUANTITY: HIGH EFFICACY WATTS: OTHER WATTS: 4" (t LED CAN YES 12 12 144 LED STRIP U/ CBT. YES 5.7 T. 7' 25.a INLAND. PENDANT NO 40 5 120 TOTAL (A): 16`1 `1 TOTAL (B): 120 COMPLIES IF A >/= B YES X NO MY 8 2 10 ... 4 1 (N) LED STRIP LTG. U//%/%//�///�/////�//O�i///�/% EACH SHELF 4 OUTLET STRIP U/aTM-.-5H€LF _.. ------ - , -- ------- -- - - -------....,_ .......................... f 's ALL LIGHTING IN BATH TO BE HIGH (E) ELECTRICAL To EFFIGIAGY, PER GA ENERGY CODE 150.0 (i)5. REMAIN, NOT SHOWN THI5 BATH SHALL HAVE THE WHOLE BUILDING FOR CLARITY VENT FAN WITH "VENTILATION CONTROL" 5WITGH LABELED. 11 (E) ELECTRICAL TO REMAIN, NOT SHOWN FOR CLARITY r- (N) WHF IN ,�KYLIGf IT ALL LIGHTING IN BATH TO Bf HIGH EFFIGIAGY, PER GA ENERGY CODE 150.0 (1)5. ELEOTRIOAL 5YMB0L5 Electrical Plan 1 11=11-011 4 OTC - U 11� 5� U C-� %t4 6u 11 -ort• 1- 5 -5r, V 1Pt U MO. -r OArt 3 wiz C,rr�;-r5 q. PEM47 41 Ei9T f l r s a c v e Es -1 Donna RoMse design 630 Salem Street #110 Chico, CA 95928 530.717.3710 donnarosedesign @gmail.com date 1.18.17 revised ®1.23.1-7 job k0bZ SINGLE POLE 5WITGH -- CLO. MTD. FIXT. CEILING FAN NO LIGHT THREE= WAY 5WITGH FLUORESCENT s CLO. MTD. FIXT. �D DIMMER 5WITGH LED CLO. MTD. FIXT. • • • • • • • • • • UNDER CABINET LED STRIP LIGHTING ,5WITGH W/ GROUND FAULT ® 4" �RECESSED LED CAN � - UNDER CABINET INTERRUPTER OUTLET STRIP �T TIMER 5WITGH FLUORESCENT - DUPLEX REGEPT. RECESSED CLO. FIXT. ES _:D FLUORESCENT FIXTURE FLUORESCENT Q 51ONAL PUSH BUTTON 220 VOLT OUTLET WALL MTD. FIXTURE TRACK FIXTURE @ SPEAKER Vl DUPLEX SPLIT WIRED 1 -r3- PENDANT LIGHT I PANEL BOARD QUAD. REGEPT. 1 ELEC. DISCONNECT FLOOR OUTLET -fes SCONCE FIXTURE MOTION -ACTIVATED 110 V. SMOKE DETECTOR a HARD WIRED PHONE � SECURITY LIGHT GM IIOv CARBON MONOXIDE GAT 5 O EXHAUST FAN 0 ALARM W / BATTERY BACKUP VP SUITABLE FOR DAMP -I- LIQUID PROPANE OUTLET HOSE BIBB W/ NON -REMOVABLE LOCATION BACK FLOW PREVENTION DEVICE "ALL LIGHTING FIXTURES SHALL BE ASSUMED INCANDESCENT U.O.N. AS LED OR FLUORESCENT. ALL LIGHTING TO BE ON DIMMERS. - SPEAKER IN LIVING ROOM AND EXTERIOR PATIO TO BE ON WALLS, SPEAKERS IN KITCHEN TO BE AT CEILING. - HEAT MAT IN MASTER BATH AT FLOOR AND BENCH IN STEAM SHOWER. - ALL EXTERIOR LIGHTING TO BE HIGH EFFICACY, PER GA ENERGY CODE 150.0 (I) 01A. Electrical Plan 1 11=11-011 4 OTC - U 11� 5� U C-� %t4 6u 11 -ort• 1- 5 -5r, V 1Pt U MO. -r OArt 3 wiz C,rr�;-r5 q. PEM47 41 Ei9T f l r s a c v e Es -1 Donna RoMse design 630 Salem Street #110 Chico, CA 95928 530.717.3710 donnarosedesign @gmail.com date 1.18.17 revised ®1.23.1-7 job k0bZ 2" THK. WOOD 5HELVE5 W/ { LIGHTING U/ EACH ACCENT WALL FOR TILEm�� 8. 8 '; OR WALL PAPER I ". Oji �i : �- µ;i ,BACK SPLASH .................................... r ....................._,,......................... `tet = i I o' TO SOFFIT i _1 TV GENTS ED x •„ I I THK. WOOD € S €.I£... ® VAULT GLC. y xxx.fes. 58" X 54" TV SHELVES - -, € »; 1 # -, l WOOD TOP �£ € E . SINKIL . . .... .... . . - I { r }` . SIN , I € i , i Donna Ros m' I ' -_ 5OLtD SURFACE 24 WINE REF. —. ..._ .. „- NO SPLASH d es s ^� i g 1 #' ,� WHITE CABINET ( ' RANGE _ u)€ �I �' DRAWER5 TO MATCH, £ TR DN _I ® END CABINET "' i ® THIS WALL j ' """" m, REF/FRZR. m: tn, 630 Salem Street #11 cV; KITCHEN W/ PUSH I `� 15" ICE MAKER LATCH BY HAFELE --- '---- - Chico, CA 9592 ' t°. CENTER LINE OF TV—�'"'"� � E � PA EL READ `'-�, '' ''' 530-717-3710 -5Y2 • „ VERIFY CABINET HARDWARE LOCATION TYPICAL 5 PLACES- W-„ ,�- _ 7._. „......„ - .. �f.. WITH OWNER IN FIELD donnarosedesign @gmail.com CREAT ROOM / I \ KITCHEN /*2\ PROVIDE STEEL FLAT BAR IN 15LAND -" ...„.w.. -.„...„,..ADJUSTABLE ....,.....-..-...”"" i £ € FOR COUNTER TOP STRENGTH, ELIMINATING NEED FOR CORBELS SHLVES. ! l .„........ . „.,,„,------. / . _ ,�........„ y. NED FOOD-,.a� r--- USB DRAWER W/ I I MA50N JAR BOOKSHLVS. BELOW MICROWAVE DRAWER, 15 1 SHELVES- �t 1 HIGH -LINE OF BOTTOM DRAWERS ADJUSTABLE f F ': i I To MATCH MICROWAVE --TOE KICK AT THIS 5 DRWR. W/ 5 1 I i- SIDE OF ISLAND ONLY PULL OUT BASKET f w 5HELVE5 BELOW t �€ ,r Li. TOP DRAWERS TO BE GLASS WARE 4” WINE a TRAY -FLUSH PANELS W/ NO TOE D15H DRAWER5 W/ INSERTS AND OLA55 STORAGE KICK ® SEATING 51DE SIDE RAILS KITCHEN A\ A PANTR` e A A 1► v S SOLID SURFACE ®WALL-„----„„-.\ L4— � — *PROVIDE WOOD ALLOWANCE ON „._ 2” THK. WOOD I' -2y” �2" WHERE 5HOWN !� WALLS AND CEILING � SHELVES W/ LIGHTING U/ EACH i v } 1 { „„ MIRROR --------- — _ —CLOTHES POLE W/TS.—,) 1 _, WALL MOUNT FAUCET �' ...,;;:.. ............ _C� IN SPLASH ml Y....;...... .. z ;. OPEN SHELF ABOVE .." - �._._ QUARTZSITE GOAT HO K �- -- --, . r \ - BUILT IN I v € ..� .. .: " WALL �J O t UPHOLSTERED _ £ I FRONT FACE (6) BENCHES i € ( I 1 GUBBIFES �. x A .. ,,.,....... SINK' to O MG MG m I t +; IRONING BD. IN _?... ........ „.......................... € ,,,.,�:.�.„^5x.,,,,„,.`,f.t iia„ ...,. ,.,., .-.,... (� � �.%%`` .- Q_ -; BENCH = „BE GH WASH DRY =1 -1 u); _ m' Ilk 17 w„ ONE BIG DRWR. DOG BOWLS TO BE ON FLOOR UNDER—_ -,HAMPER OPEN BELOW f CUBBIE5, VERIFY RETURN AIR DUCT ” NOOK 12 /2 BATH o 14 LAUNDRY I MASTER BATH 18 -__ MED. CABT5., VERIFY W/ OWNER (N) TEMPERED CLEAR - - FUSED SATIN ETCH GLASS TO HALL. GLASS CORNER LIGHT ABOVE } �................. ”"GLA PANEL s BELOW MED. GBTS. / �.............y..... ETCH ---TEMPERED FIXED ! „ � 55 ' £ € r'14 HI X 54 LONG j . €.....,.,,... - 1 /f 1 ............... ...................... . i,,.............JIi.� SOAP j N I GHE 1 r "~ 8015 SHOWER„„............,_ ............ ......„, i. f I � � NICHE ._.......1...._...._..., LINEN SAME SIZE AS �"� - �, WINDOW ABOVE I j' _ _ ,„. •,,,� = j E € _I f NO -H, m� I € '* STRIP LIGHTING ABOVE. _ - . SATIN ETCH TEMPERED ,..,• (E) FLOOR TO CEILING -�'„' FLOATING AND BELOW MIRRORS OLA55 WINDOWS BENCH date 1.18.1-1 MASTER BATH 1g 21 2' CYM BATH z3 A A 6 revised ®1.23.1 Job I/ obz 2 "EDGE QUARTZ TE' ”- COUNTER TOP Interior Elevations A5 m! 1 1►_0�� 4 HALL < I TGA- EN AFI=L I ANGES NO ITEM COLOR COMPANY MODEL &ARBA&E HP 015POSAL BATH 5CONCE5 TBD REFRI6ERATOR 6 1 N N 0 5 DISHWASHER PANEL READY 6 1 N N 0 5 MICROWAVE 6 I N N O 5 RANGE 6 I N N 0 5 WINE REFRI6. 6 1 N N 0 5 ICE MAKER 6 1 N N 0 5 GAE31 NETS M I LLNORK CABINETS: - CABINET 57YLE TO BE PAINT 6RADE FLUSH INSET WITH W/ FLUSH PANEL DRAWERS (NO DOORS) DONNA ROSE TO SUPPLY PHOTO OF STYLE FOR CLARIFICATION - GROWN TO M, VERIFY W/ OWNER - CABINET INTERIORS TO BE PRE -FINISHED MAPLE ALONG WITH ALL PULL-OUTS, NO PLASTIC. PROVIDE HAFELE WOOD INSETS FOR CUTLERY, UTENSILS, ETC. o ALL TOP DRA101ER5 - CABINET EDGES SHALL NOT BE ROUNDED BUT HAVE A SHARP/EASED EDGE. - DOORS 3 DRAhER5 TO BE WHISPER CLOSE. - UNDER CABINET d INTERIOR CABINET LIGHTING TO BE LED STRIP ON DIMMER BY HAFELE; LOOX LED 5015,24 V W/ LENS COVER, PLASTIC FOR RECESS MOUNTING. CABINET HARDWARE TO BE: TBD TRIM o DOORS TO BE: 2" FLAT, PAINT &RADE TRIM o WINDOWS TO BE: NO TRIM, SHEETROCK- 4 WAY WRAP SHEF-7ROOK TEXTURE MATCH EXI5TIN6 FLUME31 NO FIXTURES ROOM Ium COLOR COMPANY MODALM KITCHEN MAIN SINK TBD KITCHEN M. SINK FAUCET TBD KITCHEN BFT. SINK TBD KITCHEN B. SINK FAUCET TBD BATH TOILET TBD BATH SINK TBD BA":}I SINK FAUCET TBD M. BATH SINKS TBD M. BATH SINK FAUCETS TBD M. BATH TOILET TBD M. BATH 5HWR. HEAD TBD 6. BATH TOILET TBD 6. BATH SINK TBD 6. BATH SINK FAUCET TBD 6. BATH SHWR. HEAD TBD GOUNTERTOP FINISH ITEM ROOM DE50RIPTION MAIN CXNTER5 KITCHEN GUARTZ51TE I " s vara eased cdcle ISLAND, BUFFET 15LAND KITCHEN WOOD WALNUT PLANK - 2" square eased edge E3AG< SPLASH COLOR SIZE ITEM # MANUFACTURER TBD INTERIOR FAINT FINISHES LOCATION TYPE GOATS NUMBER NAME COMPANY WALL5/5HTRK. LATEX 2 TBD CEILING/5HTRK. LATEX 2 TBD F CABINETS LATEX 2 TBD TRIM/CASING LATEX 1 2 TBD r7EGORAT I VE L I O HT I NO ROOM ITEM CO -OR COMPANY MODEL # KITCHEN PENDANT TBD NOOK PENDANT TBD M. BATH SCONCE5 TBD BATH 5CONCE5 TBD OUTLETS SNITCHES ALL OUTLETS AND SWITCHES TO BE WHITE, ROCKER 5114ITCHE5 W/ DIMMER5 BY LVTRON. FLICORINOS ITEM ROOM/S DESCRIPTION WOOD KITCHEN, NOOK, M. BORM. TBD TILE BATH TBD TILE M. BATH TBD TILE M. BATH 5HWR. TBD TILE M. BATH SHWR. WALLS TBD GAE31 NETS M I LLNORK CABINETS: - CABINET 57YLE TO BE PAINT 6RADE FLUSH INSET WITH W/ FLUSH PANEL DRAWERS (NO DOORS) DONNA ROSE TO SUPPLY PHOTO OF STYLE FOR CLARIFICATION - GROWN TO M, VERIFY W/ OWNER - CABINET INTERIORS TO BE PRE -FINISHED MAPLE ALONG WITH ALL PULL-OUTS, NO PLASTIC. PROVIDE HAFELE WOOD INSETS FOR CUTLERY, UTENSILS, ETC. o ALL TOP DRA101ER5 - CABINET EDGES SHALL NOT BE ROUNDED BUT HAVE A SHARP/EASED EDGE. - DOORS 3 DRAhER5 TO BE WHISPER CLOSE. - UNDER CABINET d INTERIOR CABINET LIGHTING TO BE LED STRIP ON DIMMER BY HAFELE; LOOX LED 5015,24 V W/ LENS COVER, PLASTIC FOR RECESS MOUNTING. CABINET HARDWARE TO BE: TBD TRIM o DOORS TO BE: 2" FLAT, PAINT &RADE TRIM o WINDOWS TO BE: NO TRIM, SHEETROCK- 4 WAY WRAP SHEF-7ROOK TEXTURE MATCH EXI5TIN6 NINr�)CAS � r�00RS -ALL NEW WINDOWS AND DOORS TO BE 5LOMBER6, SERIES 1400, BLACK FRAME, U.N.O. -51DELI&HT NEXT TO PIVOT DOOR TO BE FLEETWOOD DOORS DOM TYP= COMPANY / DI!3CRIPTION V 0 O 5LD6. &LASS DRS. METAL BY: BLOMBER6, SERIE5 1400. COLOR: BLACK WALNUT PIVOTAL DOOR METAL BY. FLEETWOOD COLOR: BLACK OPA55A&E/POGKET _ PAINT 6RADE REPLACE ALL (E) INTERIOR DOORS W/ (W 51NCLE RECESSED PANEL PAINT 64RADE z POCKET DOOR HARDWARE HAFELE: HAWA Junior DOZ DOOR HARI::)NA E REPLACE ALL INTERIOR DOOR HARDWARE AND HINGES FOR NEW. VERIFY WITH OWNER STYLE AND FIN15H (INTERIOR SET + HINGE5: $200 ALLOWANCE EACH) Materials & Specifi cations Legend __ X1=1 annl= p=Ttza, A Section v � i NEW 5 x 6 v 24" O.G. SAVE RAFTERS TH15 LOCATION-BAGK5PAN T -O" AND ` 6 5CREW TO (E) RFTR, W/' Cp X 5" 5D5 i NEW 2 x 6 ®24" O.Ci% AVE RAFTS 50REW5 ® 12" O.G. 5TA55ERED °..�•��-THIS LOCATION-BAGI45PAN Z-6" � �w f � f �SGi pq, TO (E) RFTi? W/ O X 5 LINE OF (E) SAVE AND LINE OF (N) SAVE, ADD TAILS 4:. " e ROOF RFTR5. TO REMAIN`__� "'\ 0 BACK5PAN TO (E) RFTR5. jf)) "- . SGRE1 5' . "f2 O.Gyjp , TAGGERED - 2 f IN FIELD 1 55 4X4x A Ai (N)5 4-'X -1 " LVL HDR. k ,.l_._... ..W 52 HS 4X4*,f �..._._....._._....... € E 1' iI I I m " u " (ail ! 5� x I6� 2 -41✓ -V4 r -,-E3 I 5� x I6� 24F -V4 GLB . i ._..........._.......- .......................... ................ _ _ .........:.... ♦.•..i J GLTS_ H+16.5 REV'D. 1.23.11 ' I x 2X4 ® 161 O.G. U/ (E) ROOF RFTRS. i - I _ (N) 4X5 DF #1 DR. I 2X6 BLKO. ® RIDG1= i (MATCH (E) FRAMIN6) 1 . UL , CL6. E ............................ .......................... _..__...._..... .._. ...............1. .L...................... REV'V 125 1-T H55 4X4�X" N' j l �vM-t .f\oP A REV'D. 1.25.11 Roof Plan la'-IOY2" 52 A REV'D. 1.25.1 E X I 5T IN G S L A B 4 j . VERIFY IN FIELD � 3 X 12' , (5� EV'D. 1.5.17 THICK ,{ TOT, 4 52 A ' REV'D. 1.23.17 =n �P• R5 SND 05 JAN G J LUIf Donna Ros design 630 Salem Street #11 Chico, CA 95928 530.717.3710 donnarosedesign @gmailxom date 1.18.1-7 revised A 1.25.1-7 job kobz J ni 'IVES Foundation Plan A6 4 STRUCTURAL NOTES I. GENERAL A. ALL WORK SHALL CONFORM TO THE 2013 GBG AND ALL APPLICABLE LOCAL CODES. B. THE ENGINEER OF RECORD (CHAD RATZLAFF) HAS PROVIDED AND 15 RESPONSIBLE FOR SPECIFIC ITEMS DEPICTED IN THE ATTACHED CALCULATIONS. REQUIREMENTS NOT SPECIFICALLY SHOWN IN THE ATTACHED CALCULATIONS AND DETAILS ARE THE RESPONSIBILITY OF THE OWNER OR CONTRACTOR. OTHER BUILDING CODE REQUIREMENTS NOT INCLUDED IN THIS DESIGN I NGLUD I NG WATERPROOFING, F I REPROOF I NG, DRA I NAGE, HAND I GAP ACCESS 1 B 1 L i TY, EGRESS REQUIREMENTS, PARKING, BUILT-UP BUILDING PAD, AND ALL OTHER DESIGN REWIREMENT5 NOT SPECIFICALLY SHOWN IN THE STRUCTURAL DESIGN CALCULATIONS. G. ALL WATERPROOFING AND FLASHING FOR, BUT NOT LIMITED TO, ROOFS, FOUNDATIONS FLOORS, ETC. IS THE RESPONSIBILITY OF THE CONTRACTOR OR OWNER. D. SHOULD ANY CHANGES BE MADE FROM THE DESIGN AS SPECIFIED IN THESE DOCUMENTS WITHOUT THE WRITTEN APPROVAL FROM THE ENG I NEER, THEN THE ENG I NEER WILL ASSUME NO RESPONSIBILITY FOR ANY ELEMENT OR SYSTEM OF THE STRUCTURE. E. THE CONTRACTOR IS RESPONSIBLE FOR THE METHOD OF CONSTRUCTION AND SHALL PROVIDE ALL SAFETY MEASURES NECESSARY TO PROTECT THE PUBLIC, CONSTRUCTION WORKERS AND THE STRUCTURE DURING CONSTRUCTION. THIS SHALL BE ACCOMPLISHED BY SHORING, FORMING, BRACING, SCAFFOLDING. F. SIMILAR CONDITIONS SHOWN IN THE DRAWINGS SHALL BE USED IF ANY PART OF THE CONSTRUCTION IS NOT FULL DEPICTED IN THESE DRAWINGS OR CALCULATIONS. G. CONTRACTOR SHALL FIELD VERIFY ANY GOND i TI ON NOTED AS EXISTING ON THE PLANS. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER OF RECORD AND SHALL BE FULLY REVIEWED BEFORE PROCEEDING WITH CONSTRUCTION. H. 5TRUCTURAL DRAWINGS AND DETAILS 5UPERGEDE ANY SHOP DRAWINGS IN ALL CIRCUMSTANCES. THE CONTRACTOR SHALL VERIFY THAT ALL CONSTRUCTION IS IN FULL AGREEMENT WITH THE LATEST STRUCTURAL DRAWINGS AND DETAILS. THE REVIEW OF THE SHOP DRAWINGS BY THE ENGINEER OF RECORD 15 FOR GENERAL CONFORMANCE WITH THE STRUCTURAL DEV&N GN I NGLUD I NG LOADING AND DIMENSIONS. THE REVIEW DOES NOT GUARANTEE THAT THE SHOP DRAW I NGS CORRECT. 1. WALL FIN 15HE5 SUCH AS STUCCO OR PLASTER SHALL BE APPLIED OVER A SYSTEM TO ADEQUATELY ALLOW THE FINISH TO EXPAND AND OR CONTRACT WITHOUT GRAGK I NG. IT SHALL BE THE RE5PON51 B I L I TY OF THE OWNER OR CONTRACTOR TO INSURE THAT DEFECTS IN THE FINISHES DO NOT HAPPEN. J. STRUCTURAL DRAWINGS OR DETAILS SHALL NOT BE SCALED. K. FULL-TIME OR PARTIAL SPECIAL INSPECTION OF THE PROJECT SHALL BE CONDUCTED IN ACCORDANCE WITH GBG 2013 SECTION 108. THE FOLLOWING TYPES OF CONSTRUCTION SHALL BE INSPECTED: - WELDED CONNECTIONS. THE SPECIAL INSPECTOR SHALL BE ACCEPTABLE TO THE ENG 1 NEER OF RECORD AND BUILDING DEPARTMENT AND SHALL BE IGBO QUALIFIED, AND THEIR EXPERIENCE SHALL BE COMMENSURATE WITH THIS TYPE OF INSPECTION REQUIRED. 2, DESIGN REQUIREMENTS: A. THE STRUCTURE HAS BEEN DESIGNED FOR THE FOLLOWING CRITERIA PER GBG 2013 CHAPTER I6, DIVISIONS I, II, 111, AND IV U.N.O.: B. SEISMIC: SEISMIC IMPORTANCE FACTOR: I SEISMIC SITE GLASS: D SEISMIC DESIGN CATEGORY: D RESPONSE MODIFICATION FACTOR: R = N/A MAPPED SPECTRAL RESPONSE ACCELERATIONS: Ss = 0.613, SI = 0.270 SPECTRAL RESPONSE COEFFICIENTS: SDS = 0.535, SDI = 0.355, Gs = 0.087 BASIC 5E15MIG-FORGE-RE5I5TING SYSTEM: LIGHT FRAMED SHEAR WALLS/CANTIL-EVER COL SEISMIC BASE SHEAR: N/A KIPS (ULTIMATE) ANALYSIS PROCEDURE USED: EQU I VALENT STATI G FORGE PROCEDURE G. WIND: WIND SPEED: 110 MPH WIND EXPOSURE: B D. GRAVITY LOADS: LIVE LOADS: ROOF.............................................. 20 PSF FLOOR............................................. N/A SLEEP I NG ....................................... N/A ROOF SNOW .................................. N/A 3. SITE WORK AND FOUNDATIONS: A. ASSUMED MAXIMUM SOIL BEARING = 1500 PSF PER GBG TABLE 1806.2. UNLESS OTHERWISE NOTED BY GEOTECHNICAL REPORT. B. BUILDING SITE 15 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 BROUGHT TO THE ATTENTION OF THE ENGINEER. G. ALL FOOTINGS (RETAINING WALL, SPREAD AND WALL FOOTINGS) SHALL BE CONSTRUCTED WITH A DEPTH BELONI THE FROST LINE, 12" MIN AND PER LOCAL REaUIREMENT5. D. ALL FOUNDATION TRENCHES SHALL BE GLEAN, FREE OF DEBRIS AND LEVEL. E. NATIVE OR FINISHED GRADE SHALL SLOPE AWAY FROM THE STRUCTURE A MINIIMUM SLOPE OF 5% FOR A MINIMUM 10 FEET HORIZONTAL. FINISHED SURFACES SUCH AS CONCRETE OR ASPHALT SMALL SLOPE A MINIMUM 2% OR PER ADA REQUIREMENTS. F. IF BUILDING PAD IS REQUIRED, FILL MATERIAL SHALL BE FREE FROM DEBRIS, VEGETATION AND OTHER FOREIGN MATER I ALS. ENGINEERED FILL SHALL BE DESIGNED, I NSPEGTED AND CERTIFIED BY A THIRD PARTY OTHER THAN THE ENG 1 NEER OF RECORD. G. RETAINING WALLS SHALL BE CONSTRUCTED WITH A MINIMUM 4" DIAMETER DRAIN PLACED AT THE BASE OF THE RETAINED S 1 DE OF THE WALL. PIPE SHALL BE SLOPED AND DRAINED TO DAYLIGHT. H. A GEOTHECHNICAL ENGINEER MUST APPROVE THE PLACEMENT OF FOUNDATIONS ON OR ADJACENT TO SLOPES. ENGINEER OF RECORD SHALL NOT BE LIABLE FOR ANY FOUNDATIONS NOT DESIGNED IN ACCORDANCE WITH CHAPTER IS SECTION 1805 OF GBG 2013. I. THIS DESIGN AND CALCULATIONS ASSUME UNDISTURBED SOILS AND STABLE, LEVEL, OR STEPPED FOOTINGS. IT SHOULD BE BROIJGHT TO THE ATTENTION OF THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION IF OTHER CONDITIONS ARE PRESENT. J. NO RECOMMENDATIONS HAVE BEEN MADE FOR CONDITIONS WHERE THE LOADS TO THE EXI5TING FOUNDATIONS HAVE NOT BEEN SIGNIFICANTLY INCREASED. ONLY LOCATIONS WHERE LOADS HAVE BEEN INCREASED SIGNIF=ICANTLY HAVE BEEN ADDRESSED IN THIS DESIGN. THE OWNER SHALL BE ADVISED THAT THE EXISTING FOUNDATIONS MAY OR MAY NOT BE STRUCTURALLY ADEQUATE. SETTLEMENT, CRACKING AND OTHER PROBLEMS ASSOCIATED WITH EXISTING FOUNDATIONS ARE BEYOND THE SCOPE OF THIS DESIGN. 4. CONCRETE: A. CONCRETE SHALL HAVE A MINIMUM 28 DAY STRENGTH OF 2,500 PSI U.N.O. B. ALL GEMENT USED SHALL CONFORM TO ASTM G-150 AND SHALL BE TYPE II OR TYPE III LOW ALKALI. G. AGGREGATE SHALL CONFORM TO ASTM 0-33 AND SHALL NOT CONTAIN MATERIALS WHICH ARE ALKALI REACTIVE AS DETERMINED BY ASTM 0-227, 289, AND 295. IF TEST DATA 15 UNAVAILABLE IN REGARDS TO ALKALI REACTIVE MATERIALS, PROVIDE GEMENT WITH A MAXIMUM ALKALI CONTENT LESS THAN 0.459 BY WEIGHT. D. CONCRETE EXPOSED TO FREEZING OR THAWING SHALL BE PROTECTED IN ACCORDANCE TO THE LATEST EDITION OF THE AGI 318. E. SLABS ON GRADE SHALL BE PER THE CONTRACTOR. THE FOLLOWING SHALL BE USED AS A MINIMUM: -AT GARAC-E SLABS; USE 4" THICK S.O.G. WITH #3 BARS AT 15" O.G. EACH WAY ABOVE MID -DEPTH OF SLAB OVER MOISTURE BARRIER OVER 4" AGGREGATE BASE. -AT ALL OTHER CONDITIONS; 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. F. SAW -GUT SLAB WITH 3/4" DEEP GROOVE FOR CRACK CONTROL AT INTERVALS NOT TO EXCEED 15'-0" WHERE SLAB IS REINFORCED, INTERVALS SHALL NOT TO EXCEED 8'-0" WHERE SLAB IS UN -REINFORCED. 5. RE I NFORG I NG STEEL A. ALL RE I NFORG I NG STEEL SHALL BE ASTM A615, GRADE 40 FOR #4 BARS AND SMALLER. ALL REINFORCING STEEL SHALL BE ASTM A615, GRADE 60 FOR #5 BARS AND LARGER. WELDED WIRE FABRIC IS TO BE ASTM A185 WITH LAPPING OF 1 1/2 SPACES. B. ALL BARS 5HAL L BE DEFORMED PER ASTM A305. G. ALL BARS SHALL BE GLEAN AND FREE OF LOOSE FLAKY RUST, GREASE OR OTHER BOND IMPAIRING MATERIALS. D. ALL BENDS SHALL BE MADE GOLD. E. LAP REINFORCING 40 BAR DIAMETERS, U.N.O. F. REINFORCEMENT COVER SHALL BE AS FOLLOWS: -CONCRETE CAST AGAINST AND PERMANENTLY EXP05ED TO SOIL: 3" -CONCRETE WITH SOIL OR WEATHER EXPOSURE: #5 BARS AND SMALLER 1 1/2" #6 BARS AND LARGER 2" -CONCRETE WITHOUT SOIL OR WEATHER EXPOSURE: 3/4" G. ALL REINFORCING STEEL AND ANCHOR BOLTS SHALL BE ACCURATELY LOCATED AND ADEQUATELY SECURED IN POSITION BEFORE AND DURING CONCRETE PLACEMENT. 6. FRAMING LUMBER: A. MINIMUM NAILING SHALL BE PER GBG 2013 TABLE 2304.9.1, U.N.O. B. ALL FRAMING ,�,1EMBER5 SPECIFIED IN THESE CALCULATIONS ARE MINIMUMS, LARGER MEMBERS OF SAME SPECIES MAY BE SUBSTITUTED AT CONTRACTORS OPTION. G. 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 OR COMPROMISED WATERPROOFING SYSTEM. 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. 6.1 MATERIALS: A. SHEATHING: -ROOF SHEATHING: N/A -FLOOR SHEATHING: N/A -WALL SHEATHING: N/A B. GLUE -LAM BEAMS 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. G. GLUED LAMINATED FABRICATION SHALL BE PERFORMED IN AN APPROVED FABRICATORS SHOP IN ACCORDANCE WITH GBG 2303.1.3, AITG 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 GBG 1704.2. D. MICRO -LAM BEAMS, LVL (LAMINATED VENEER LUMBER) SHALL HAVE FB = 2800 PSI $ FV= 285 PSI MIN., AND EHALL BE MANUFACTURED, APPROVED AND IDENTIFIED AS PER NER-481 E. SILL PLATES SHALL BE PRESSURE TREATED MOU6LA5 FIR WITH ANCHOR BOLTS PER SHEAR WALL SCHEDULE AND 3" X 3" X.229" PLATE WASHERS LOCATED AT 6-0" O.G. MAX. WITH ONE BOLT LOCATED 1'-0" MAXIMUM FROM EACH END OF EACH PIECE. F. ALL FRAMING LUMBER SHALL BE DOUGLAS FIR LARCH AS GRADED BY THE W.Yi.P.A. OR W.G.L.I.B. AND SHALL HAVE A MOISTURE CONTENT LESS THAN lcl%, U.N.O. -STUDS SHALL BE STUD GRADE OR BETTER. -ALL POSTS SHALL BE DF -L #1 U.N.O. -2X AND 3X RAFTERS SHALL BE DF -L #2 U.N.O. -2X JOISTS SHALL BE DF -L #2 U.N.O. -CONCEALED BEAMS SHALL BE DF -L #2 -EXPOSED BEAMS SHALL BE DF -L #1 APPEARANCE GRADE FOHG (4X(o AND LARGER) -ALL BEAMS 6X AND LARGER SHALL BE FREE OF HEART CENTER. G. ALL NAILS SHALL BE COMMON U.N.O. WHERE EXPOSED TO WEATHER OR WITHIN 18" OF FOUNDATION, NAILS SHALL BE GALVANIZED. WHERE DRIVEN INTO PRESSURE TREATED MATERIAL, NAILS SHALL BE HOT DIPPED GALVAN I ZED. H. BOLTS AND LAG SCREWS SHALL BE ASTM A-307 U.N.O. AND PROVIDED NEW AND WITHOUT EXCESSIVE RUST. 1. ALL HARDWARE GALLED SHALL BE 51MPSON STRONG TIE CO., OR ENGINEER APPROVED EQUIVALENT, INSTALLED PER MANUFACTURER'S RECOMMENDATIONS WITH ALL HOLES FILLED WITH RECOMMENDED FASTENERS. ALL CONNECTORS IN CONTACT WITH PRESSURE TREATED MATERIAL SHALL BE, HOT DIPPED GALVAN I ZED, ZMAX, STAINLESS STEEL OR AS OTHERWISE DIRECTED BY MANUFACTURER FOR CORROSION RES 15TANC E AGA I NST SPEC I F I G PRESSURE TREATMENT CHEMICAL. 6.2 BEAMS AND POSTS: A. ALL BUILT UP MULTIPLE 2X JOISTS AND BEAMS SHALL BE NAILED TOGETHER WITH Ibd NAILS AT 6" O.G., T4 B U.N.O. B. BUILT UP MULTIPLY LVL BEAMS SHALL BE FASTENED TOGETHER PER MANUFACTURES RECOMMENDATIONS. G. 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, ETC.. . D. PROVIDE SOLID BLOCKING IN J015T FRAMING ABOVE ALL SUPPORTS E. SUPPORT ALL UPPER LEVEL POSTS AND TRIMMERS IN LOWER LEVELS WITH EQUIVALENT FRAMING AND BLOCK OR OTHERWISE FRAME POSTS THROUGH FLOOR SYSTEMS. F. VERTICAL GRAIN BLOCKING OR FRAMING SHALL BE USED WHERE POSTS WITH COLUMN GAPS OR BEARING PLATES ARE SPECIFIED 6.3 WALL FRAMING: A. TOP PLATE SPLICES OF STUD WALLS SHALL BE 48" LONG WITH (12) Ibd SINKERS EACH SIDE OF EACH SPL I GE U.N.O. WHERE SPL I GE 15 INTERRUPTED OR PLATE 15 DISCONTINUOUS, USE ST2122 STRAP U.N.O. B. DOUBLE TOP PLATE SPLICES AND JOINTS IN DOUBLE TOP PLATE OF LOAD BEARING WALLS SHALL OCCUR AT THE CENTER LINE OF SUPPORTING STUD. G. FIRE BLOCK STUD WALLS AT MID -HEIGHT WHERE STUD LENGTH EXCEEDS 10'-0" D. WHERE SHEAR ANCHOR BOLTS HAVE BEEN INCORRECTLY PLACED, USE SIMP50N TITEN HD ANCHORS WITH 6" MINIMUM EMBEDMENT INTO CONCRETE AND INSTALLATION PER MANUFACTURERS RECOMMENDATIONS AND CURRENT 1050 REPORT. E. CRIPPLE WALLS SHALL BE A MINIMUM OF 14 IN HEIGHT. FOR LESSER HEIGHTS, 5TAGK 2X PLATES. F. NOTCHED AND/OR GUT STUDS TO FIT AROUND ANCHOR BOLTS ARE NOT ALLOWED. STUDS SHALL HAVE FULL BEARING TO THE FOUNDATION PLATE. G. LET IN BRACES SHALL NOT BE USED FOR TEMPORARY BRACING ON ANY WALL FRAME. STEEL STRAPS WHICH DO NOT REQUIRE THE GUTTINS OF STUDS ARE AN ACCEPTABLE ALTERNATIVE. H. SEE NOTE 6.1-E FOR SILL AND ANCHOR BOLT SPECIFICATIONS. I. WALL FRAMING RECEIVING NAILING AT 3" ON CENTER OR LESS SHALL BE 3X NOMINAL U.N.O. PER PLANS AND SHEAR WALL SCHEDULE. 6.4 CONNECTIONS: A. HOLES FOR THROUGH BOLTS SHALL BE DRILLED 1/16" OVERSIZE. B. ALL BOLTS, NUTS, AND LAG SCREWS SHALL BE PROVIDED WITH FLAT OR MALLEABLE WASHERS WHERE BEARING AGAINST WOOD. G. ALL BOLTS AND LAG SCREWS SHALL BE TIGHTENED UPON INSTALLATION AND RE -TIGHTENED BEFORE CLOSING IN OR AT COMPLETION OF JOB. D. LAG SCREWS SHALL BE SCREWED, NOT DRIVEN, INTO PLACE. 7: STRUCTURAL STEEL A. STANDARDS: ALL STRUCTURAL STEEL FRAMING SHALL BE DETAILED, FABRICATED, AND ERECTED PER THE NINTH EDITION AISG 5FECIFICATION5 AND CODE OF STANDARD PRACTICE, EXCEPT AS MODIFIED BY THE GBG. B. MATERIALS: B.A. STRUCTURAL STEEL: ROLLED STEEL SHAPES, PLATES, AND BARS SHALL CONFORM TO ASTM A-36 (AND GBG STANDARD 27-1 AND 27-2) UNO. WIDE FLANGE SHAPES SHALL CONFORM TO ASTM A-572 GRADE 50. B.B. STRUCTURAL TUBES: 57RU07URAL TUBES SHALL CONFORM TO ASTM A-500 GRADE B. B.G. STRUCTURAL PIPE: STRUCTURAL PIPE SHALL CONFORM TO ASTM A-53 TYPE E OR S, GRADE B. B.D. BOLTS: COMMON BOLTS, NUTS, AND WASHERS SHALL CONFORM TO ASTM A-307. HIGH STRENGTH BOLTS, NUTS, AND WASHERS SHALL CONFORM TO ASTM A-490. B.E. STUD ANCHORS: HEADED STUD SHEAR CONNECTORS SHALL CONFORM TO ASTM A-108, GRADE 1015 OR 1020. B.F. ANCHOR BOLTS: ANCHOR BOLTS SHALL CONFORM TO ASTM A-307 OR F1554 A-36. G. SUBMITTALS: SHOP AND ERECTION DRAWINGS SHALL BE SUBMITTED FOR THE ENGINEER'S REVIEW PRIOR TO FABRICATION. STEEL SHALL NOT BE ERECTED UNTIL THE REVIEWED SHOP DRAWINGS ARE RECEIVED IN THE FIELD. SHOP AND ERECTION DRAWINGS SHALL NOT CONTAIN ANY REPRODUCTIONS OF THE STRUCTURAL DRAWINGS. SHOP DRAWINGS SHALL BE COMPLETE AND STAND ALONE, SUCH THAT THEY DO NOT REFER TO THE STRUCTURAL DRAWINGS. D. FABRICATION SHOP: ALL FABRICATION SHALL BE DONE IN A SHOP THAT IS ACCEPTABLE TO THE BUILDING DEPARTMENT. CONTINUOUS, FULL-TIME INSPECTION OF SHOP FABRICATION MAY BE WAIVED ONLY TO THE EXTENT APPROVED BY THE BUILDING DEPARTMENT. E. BOLTED CONNECTIONS: E.A. HIGH STRENGTH BOLTS: CONTACT FACES AT CONNECTIONS WITH HIGH STRENGTH BOLTS SHALL NOT BE PAINTED. E.B. BEARING BOLTS: UNLESS SPECIFICALLY NOTED, ALL CONNECTIONS SHALL USE BEARING (N) TYPE BOLTS. E.G. SLIP CRITICAL BOLTS: SLIP CRITICAL (SG) CONNECTIONS SHALL USE LOAD INDICATOR WASHERS PER THE MANUFACTURER'S RECOMMENDATIONS. E.D. MOMENT CONNECTIONS: ALL MOMENT CONNECTIONS, WHERE SHOWN ON THE PLANS, SHALL USE SLIP CRITICAL BOLTS. F. WELDED CONNECTIONS: F.A. WELDS: ALL WELDING SHALL BE ELECTRIC ARG WELDING, AND SHALL BE PERFORMED ONLY BY EXPERIENCED, QUALIFIED WELDERS. ELECTRODES SHALL BE E60 XX FOR METAL DECK AND E70 XX OTHERWISE, UNLESS SPECIFICALLY NOTED OTHERWISE. WELDING SHALL CONFORM TO AWS DI.I. F.B. UNSPECIFIED WELDS: WELDS NOT SPECIFIED SHALL BE CONTINUOUS FILLET WELDS. WELD SIZE SHALL BE PER AISG 5PE0IFICATIONS FOR THE THICKER PART OF THE JOINT. F.G. TESTING: F.G.A. ALL GROOVE WELDS SHALL BE TESTED NON-DESTRUCTIVELY BY EITHER RADIOGRAPHY OR ULTRASONIC TESTING. TESTING RATE SHALL BE 1009, BUT MAY BE REDUCED AS ALLOWED BY AWS DI.I. F.G.B. AT ALL PLATES AND PORTIONS OF ROLLED SHAPES 1-1/2" THICK OR GREATER IN THICKNESS, ZONES FOR WELDS THAT INDUCE THROUGH -THICKNESS SHRINKAGE STRAINS SHALL BE 100% ULTRASONICALLY TESTED BEFORE AND AFTER WELDING. ZONES WITH FLAWS SHALL NOT BE USED AS WELD LOCATIONS. F.O.C.. JUMBO SECTIONS: AISG TABLE 2 GROUPS 4 AND 5 SHALL CONFORM TO AISG SPECIFICATIONS SECTIONS A3.I.0 AND M2.2. F.D. BACK-UP BARS: ALL COMPLETE PENETRATION WELD BACK-UP BARS SHALL BE REMOVED. WELD SHALL BE BACK-6000ED, FILLED AND GROUND FLUSH, UNLESS NOTED OTHERWISE. F.E. WELDING AND FABRICATION OF MOMENT FRAME CONNECTIONS SHALL CONFORM TO AISG 358-05, "PREQUALIFIED CONNECTIONS FOR SPECIAL AND I NTERMED I ATE STEEL MOMENT FRAMES FOR SE I SM I C APPL I CAT I ONS". F.F. ALL COMPLETE -JOINT -PENETRATION GROOVE WELDS SHALL BE MADE WITH FILLER METAL THAT HAS A MINIMUM CVN TOUGHNESS OF 2OFT-LB5 AT MINUS 20 DEGREES F. E70T-4 OR N5 -3M IS NOT ALLOWED. G. FABRICATION: G.A. FAINT: ALL STEEL SHALL BE SHOP PAINTED, UNLESS ENCASED IN CONCRETE, GROUTED MASONRY, OR SPRAYED F I REPROOF I NG, UNLESS SPECIFICALLY NOTED ON THE DRAW I NGS. G.B. 5TIFFENER5: STIFFENER PLATES SHALL EXTEND THE FULL WIDTH OF THE BEAM FLANGES, UNLE55 SPECIFICALLY NOTED OTHERW 15E. G.G. BEARING SURFACES: B/,:SE PLATES AND COLUMN ENDS SHALL BE FINISHED PER AISG 5PEG I F I CATI ON5. G.D. OPENINGS: OPENINGS SHALL NOT BE PLACED IN STEEL MEMBERS UNLESS SPECIFICALLY SHOWN ON THE STRUCTURAL DRAWINGS. G.E. CONTINUITY PLATES: CONTINUITY PLATES SHALL BE OUT WITH CONCAVE QUARTER ROUNDS AT ALL WEB TO FLANGE LOCATIONS. H. INSTALLATION: H.A. DELI VERY: ALL 5TEE�_ SHALL BE DELIVERED TO THE JOB SITE WITHOUT EXCESSIVE RUST, MILL SCALE, GREASE, ETC. H.S. SHORING: AFTER ERECTION, ALL STEEL MEMBERS SHALL BE SUPPORTED DURING FIELD WELDING OR TORCHING. THE 5HORE5 SHALL NOT BE REMOVED UNTIL THE STEEL HAS RETURNED TO AIR TEMPERATURE. 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Mora& &X CA 95928 U3 > C4 CA �> ul m (01 0 r -0?0 m mo zrn> O > z con Cn > EMBEI:;)MEN > z 2 m m T:K X > m uj > -TI X — I Oil iji ul I rn X -N X X CO) cin ---------- _ tz > 0 LOU0 > X NN m T j I% m r>n 0 DIM PER t*4 I u FLAN w rn X m m x > -n U) -0 32! OZ > > I- ul Nei Ca T > .. REG/&)� CO C > z Sm E u u E N G I N E E R I N G 11 REMODEL FOR KOBZ FAMILY 58 FAIRWAY DR. STRUCTURAL NOTES/ DETAIL m z Rik Z C a N 0 3?CHICO, ID All. Mora& &X CA 95928 W ''m -j 467 East 2nd Ave / Chico, CA 95926 p 530.591.7258 chad@sequoiacivii.com < __j