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HomeMy WebLinkAboutB16-1444 061-350-070APPLICABLE CODES: 2013 CALIFORNIA BUILDING CODE (VOL 142) MATCH LINE SLOPED INDICATES 2013 CALIFORNIA RE5IDENT!AL CODE SHADED PORTION 15 � EXIST. GRADE 2013 CALIFORNIA GREEN BUILDING STANDARDS GODS THE SIDE PORTION FRED 2013 CALIFORNIA FIRE CODE 0.0 FLAT INDICATES. 2013 CALIFORNIA ELECTRICAL CODE BUILDING SECTION NEW GRADE JABORSKI FJEMOD�_ � I�.� 2013 CALIFORNIA PLUMBING CODE 201:.3 CALIFORNIA MECHANir.,AL DE SECTION IDENTIFICATION t °:3 2013 CALIFORNIA EXISTING BUILDINGS CODE SHEET WHERE SECTION a 2013 CALIFORNIA ENERGY CODE /2008 ENERGY STANDARDS 15 DRAWN TRB AND A sSOC'I ;TEC COUNTY OF BUTTE ANDY & CATHY JABORSX%...L SECTION IDEHALL NTIFICATION 1 �,,OLUMN LINE C/�/�� AGGE550R5 PARCEL N b1 -350 -070 -GOD 101 TIP S O O PEAK- ROAD PERMIT # / / ZONING : D - OPEN SPACE SHEET WHERE SECTION BUTTE COUNTY DEVELOPMENT SERVICES OCCUPANCY TYPE SINGLE FAMILY RESIDENCE = GROUP R -3N RESIDENTIAL -CRC I.I. I 15 DRAWN � REVIEWED FOR FIRE PROTECTION : NONE (NO SPRINKLERS) ' I KEY NOTE CODE COMPLIANCE CONSTRUCTION TYPE : TYPE V -B (UNPROTECTED) -GB L OI 5 N 5 BERRY CREEK, CA 95916 ?-- �/ - By� T AL ITE EA 31,051 5.3 DATE �T / f A ELEVATION IDENTIFICATION WINDOW MARK -SEE 3/A-3 NOTE: TH15 SITE IS DESIGNATED AS A CALIFORNIA WILDLAND URBAN INTERFACE AREA (NEAREST URBAN AREA 15 OROVILLE 25 MILES DISTANT) AND PAYS THE GAL FIRE TA SHEET WHERE q DOOR MARK -SEE 5/A-1 4 b/A-I 1 2017 CHECK 2 DOCUMENTS .. FEB 5E TI B D A : 16 .F. PLUS 14 ( N) R 4 R MS ELEVATION 15 DRAWN PLAN SPECIAL FIBERGLAS NEw Ist FLOOR AREA : qq8 S.F. (NEW CONSTRUCTION) ENTRY DOORS O WALL MARK SELECTED BY STORE POO REUSED Ist FLOOR AREA : 144 S.F. (TOWER REMODELED) DETAIL DETAIL IDENTIFICATION G+�I=AR WALL TYP>= -SEE Va-I OWNER W/ DUAL PAN NEV4 Ist FLOOR STAIRS : Db S.F. (NEN CONSTRUCTION) A�x SMEAR WALL LENGTH (INCHES) ARCA"nEME ARCHITECTS -ALLOW $1500 CLEAR (N) 15t FLOOR UNCOVERED DECK :365 S.F. (NEW CONSTRUCTION) SHEET WHERE DETAIL FCR DOORS TEMPERED NEW 2nd FLOOR AREA : 284 S.F. (NEW CONSTRUCTION) 15 DRAWN REVISIOND ,/GLA55 CLOUD AROUND Phone (530) 3`t3 -570n FRAME $ -FAINTED REUSED 2nd FLOOR AREA : 144 S.F. (TOWER REMODELED) A REVISION. r INSTALL NEW 2nd FLOOR STAIRS: 86 S.F. (NEW CONSTRUCTION) 355 East 9th Street (A� I 5/4 3 1 3/4 2nd FLOOR UNCOVERED DECK 106 S.F. (NEW CONSTRUCTION) ELEVATION IDENTIFICATION A REVISION NUMBER n25 `-�THIGK 1 NEW 3rd FLOOR STAIR LANDING : 1065.F. (NEW CONSTRUCTION) D B SHEET WHERE WORK POINT, CONTROL ChZCo, CalZfOrnia 959REUSED 3rd FL COVERED DECK : 144 S.F. (TOWER REMODELED) ELEVATION 15 DRAWN POINT, OR DATUM POINT C Pro ect architect ...... Patrick Cole BI H ® FIBER BIR TOTAL NEW BLDG AREA :1,560 S.F. V EER -GLASS `/ENE TOTAL REUSED BLDG AREA.: 288 S.F. SYMBOLS 12 Engineer intern & CAD ... Andrew Kaye H WD FLUSH FULL TOTAL NEW OPEN DECK AREA : 471 S.F. CAD Intern ...... Zack Heckerson F USH PANEL LOUV N/S Interiors Intern, 3d & CAD ..... Celine Watkins P NEL DOOR DOOR AND HR. HOUR Entitlement Consultant & Sitework ...... Michael Evans Po R ®-PAINTEr, CODE ANALYSIS & WORK SCOPE 3 HOT. HEIGHT Title 24 . . . !' . Gary aucette A N/S I.D. IN51DE DIAMETER L ANGLE AT IN5UL. INSULATION O THICK 0 13/4 O 1 3/4" INT. INTERIOR DOOR (5EE SPEC. 0a200) FRAME HARDWARE (SEE SPEC. 05200) VARIES THICK THICK 2013 CALIFORNIA BUILDING CODE AND WITH ALL RULES, REGULATIONS AND ORDINANOE5 ¢ CENTER LINE JT. JOINT � PROPERTY LINE K.J. KEYED GOLD JOINT � (p DETAIL REFERENCE � 3 �:_ I2X8'� LOUVEi?ED GOVERNING THE PLACE OF THIS BUILDING. BUILDING CODE REQUIREMENTS TAKE KIT. KITCHEN _ f D �- I /4 -SOLID VENT T4B ® PRECEDENCE OVER DRAWINC5 AND IT SHALL BE THE RESPONSIBILITY OF ANYONE # POUND OR NUMBER LAM. LAMINATE Cr✓ D- HEAD JAMB SILLLU %3w Wz 13/g"=HOLLOW # SUPPLYINO LABOR OR MATERIAL OR BOTH To BRING TO THE ATTENTION of THE OWNER/ (E) EXI5TING LAV. LAVATORY O CL �fi E- � R 12 ARCHITECT ANY D150REPANGIES OR CONFLICTS BETWEEN THE REQUIREMENTS OF THE CODE AND THE DRAWIN55. LT. . LIGHT CD 0L � < MAX. MAXIMUM � Q LU D- :: ! = 1L, M.G. MEDICINE CABINET U W LU Zk' _ _ w W _ fl- DOOR TYPES 2.DIMEN510N5 ARE ROUGH AND TO FRAME LINE UNLE55 OTHERWISE NOTED. ALL DIMENSIONS A.B. ANCHOR BOLT MECH. MECHANICAL m p V LU N v IU 'U r - e4- p Iv V p p SHALL BE VERIt=IED IN FIELD BEFORE COMMENCING WORK. DO NOT SCALE DRAWIN55. ADJ. ADJUSTABLE MEMO. MEMBRANE O Q W= LJ W Q !11 W LU z Z O E- z Ej REFERENCE TO ANY DETAILS OR DRAWINGS 15 FOR CONVENIENCE ONLY AND DOES NOT AGGR. B. AGGREGATE BASE MET. METAL Z C� U_ LL � Ir- :K_ 0 _ _ L- "& ~ : AL. ALUMINUM MH. MANHOLE REMARKS LIMIT THE APPLICATION OF SL'GH DRAWING OR DETAIL. ` APPROX. APPROXIMATE MFR. MANUFACTURER I A HDV40 2 2Y4" -12 80 WD H -I 2 L -I 5-1 T -I W -I 3.ALL ITEMS AND SECTIONS OF WORK NOT SPECIFICALLY DETAILED IN THE DRAWING BUT ARCH. ARCHITECTURAL MIN. MINIMUM DEEMED NECESSARY TO COMPLETE THE PROJECT SHALL BE BID ON AN ALLOWANCE BASIS. A5PH. ASPHALT MIR. MIRROR 2 GHDW I 13/8" 50 80 WD H-2 1 5-1 THE CONTRACTOR AND SUBCONTRACTORS SHALL CHOOSE SUCH ITEMS THAT, IN THEIR BEST BD. BOARD MISC. MISCELLANEOUSALL B.G.G. BY GENERAL CONTRACTOR M.O. MASONRY OPENING 3 " 80 WD H -I 2 5-I JUDGEMENT, ARE COMPATIBLE WITH THE G2UALITY AND NATURE OF THE PROJECT AND SH BITUM. BITUMINOUS MTD. MOUNTED 5 G HDW 1 I /4 30 5HOW CLEARLY THE QUALITY AND COST OF SUCH WORK IN THE BIDS. BLDG. BUILDING MTL. METAL3 „ 30 80 WD H-2 IY2 4.PROVIDE REQUIRED BACKING FOR THE FIXTURES, EQUIPMENT, AND ACCESSORIES. BLK. BLOCK MUL. MULLION 4 I /8 BLKG. BLOCKING N. NORTH 1 5.ALL UNSPECIFIED DETAILS, MATERIALS, AND EQUIPMENT SHALL BE A5 APPROVED BY THE BM. BEAM N.I.C. NOT IN CONTRACT 5 E HDW ? 13/8 60 80 WD H-2 1Y2 L-2 S-1 ARCHITECT, WORK DONE WITHOUT SAID APPROVAL MAY BE SUBJECT TO REPLACEMENT AT B.D. BY OTHERS NO. NUMBER 1..,- I 5-2 T- I W-1 THE GONTRACTOW5 EXPENSE. BOT. BOTTOM NOM. NOMINAL /5 I 13/4" 52 80 WD H -I IY2 b GAB. CABINET N.T.S. NOT TO SCALE .EAGH CONTRACTOR SHALL INSPECT THE WORK OF THE OTHER .TRADES AND NOTIFY THE GEM. GEMENT O.A. OVERALL B F/G 2 13/4" 72 80 WD H-1 1Y2 L -I F -I 5-2 T -I V1-2 OWNER/ARGHITEGT OF ANY DEFECTIVE OR SUBSTANDARD WORK THAT WOULD AFFECT THE GER. CERAMIC 0135. OBSCURE QUALITY OF THEIR WORK. FAILURE TO NOTIFY THE OWNER/ARCHITECT SHALL CONSTITUTE G.J. CONSTRUCTION JOINT O.G. ON CENTER 8 G HDW I 13/4" 52 80 WD IY2 S-1 ACCEPTANCE OF WORK OF OTHER TRADES. G.I. CAST IRON O.DA.H. ON DEMAND WATER HEATER GLC. CEILING O.D. OUT5IDE DIAMETER q G 1HPk4D " 30 a0 WD I 5-1 7.NO PORTION OF THE WORK REQUIRING SUBMITTALS SHALL BE COMMENCED UNTIL THE CLKG. CAULKING O.F.L. OVERFLOW LEADER ARCHITECT HAS COMPLETED REVIEW OF THE SUBMITTALS. ALL SUCH WORK SHALL BE IN CLO. GL05ET OPNG. OPENING 10 G HDW I 13/8" 30 80 WD P -I T-2 !3/8" SOLID w/ POCKET DOOR HDWR STRICT ACCORDANCE WITH REVIEWED SUBMITTALS. CLR. CLEAR ODP. OFF051TE GMT CERAMIC M05AIC TILE PL. PLATE 11 G HDW I 13/4" 30 80 WD IY2 5-1 S.WHERE LARGER STUDS OR FURRING ARE REQUIRED TO COVER Dl'GTS, PIPING, AND GMU CONCRETE MA50NRY UNIT P.LAM. PLASTIC LAMINATE CONDUITS, THE LARGER STUD SIZE OR FURRING SHALL EXTEND THE FULL SURFACE OF THE COL. COLUMN PLA5. PLASTER 12 D I F/5 I 13/8" 24 50 WDI51e> w/ LOU\/EREO VENTS WALL WIDTH AND LENGTH WHERE THE FURRING OCCURS, UNLESS OTHERWISE INDICATED IN GONG. CONCRETE PLYWD. PLYWOOD THE DRAWIN55. CONN. CONNECTION PR. PAIR 15 G HDW I 13/4" 32 80 WD IY2 5-1 q.ALL WORK ON THIS PROJECT SHALL BE SD COORDINATED AND PHASED SUCH THAT CONSTR. CONSTRUCTION PRCST. PRE -CAST GOVT. CONTINUOUS P.M.F. PRESSED METAL FRAME DISTURBANCE AND PRIVACY OF EXISTING RESIDENCE SHALL BE KEPT TO A MINIMUM. COTO. CLEANOUT TO GRADE P.T. PRESERVATIVE TREATED (AWPA-UU I4 G W I 8 30 O 1^40 I S -I CONFIRM WITH OWNER 50HEDULIN5 OF ALL DISRUPTIVE OR M15TURBINO WORK. PROVIDE COTW. CLEANOUT THRU WALL PTN. PARTITION 15 �TEMPORARY DUST RETAR'�INO BARRIERS BETWEEN WORK AND OCCUPIED AREA. THE CT5K. GOUNTER5UNK P.D.F. POWDER DRIVEN FASTENER /2 IS SIERRA PAGIFIG GLAD PATIO SLIDER r, -PS -16 (OX) R.O.=q5 �b X82y4 CONTRACTOR'S EMPLOYEES, MATERIALS, AND EQUIPMENT SHALL BE RESTRICTED TO THE CNTR. COUNTER RAD RADRS I6 D F/5 I 13/4" 52 80 V CD H -I 5-1 T-2 IMMEDIATE AREA OF CONSTRUCTION. PREMI5E5 SHALL BE KEPT GLEAN AND IN A SAFE GTR. CENTER CONDITION. CONFIRM ANY ADDITIONA RESTRICTIVE CONDITIONS WITH THE OWNER PRIOR DBL. DOUBLE R.D. ROOF DRAIN S- I T-2 W- I IHR DOOR FRAME (20 MIN) w/ SPR I NCS H I NC ES DTL. DETAIL REF. REFERENCE G HDW2 1 I3/ " TO START OF WORK. VIA. DIAMETER REFR. REFRIGERATOR DIM. DIMEN51ON RGTR. REGISTER DN. DOWN REINF.REINFORCED D5 DOWNSPOUT READ. REQUIRED DOOR c C H E D U L E 5 GENERAL NOTES 2 DWV DRAIN, WASTE 4 VENT RE51L. RESILIENT E. EAST RM. ROOM EA. EACH R.O. ROUGH OPENING N/S N/S E.J. EXPAN51ON JOINT RWD. REDWOOD EL. ELEVATION R.W.L. 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FIRE ALARM 5.5TL. 5TAINLE53 STEEL Q 11-1 0 � v iL til Q n I- -� 0 � z N. NO PAINT REQ'D A-3 FLOOR PLANS F.D. FLOOR DRAIN 5.5K. SERVICE SINK O � Q It �/ � (L O �/ �/ J } IL -1 O LU Q to D, til FDTN. FOUNDATION 5TA. STATION �/ z J Q x }- Q LU Q0 O } w O LD (X Q O (3 Q P. PLASTIC LAMINATE F.E. FIRE EXTINGUISHER 5TD. STANDARD ROOM NAME v � � -t (v � v � CD � v (`i � v � LL LL U � v 'J S. STONE TOP A-4 BUILDING EXTERIOR 4 INTERIOR ELEVATIONS F.H.M.5. FLAT HEAD MACHINE SCREW 5TL. STEEL FAA.5. FLAT HEAD WOOD 50REW 5TOR. STORAGE 100 ENTRY N B D B 16 5 D D D strTTE FIN. FINISH 5TRUCT. STRUCTURE OR STRUCTURAL FL. FLOOR 5U5P. SUSPENDED 101 DINING N B D B MI6" D G P A-5 BUILDING SECTIONS AND WALL SECTIONS COUNTY FLASH. FLASHING GYM. SYMMETRICAL N B FLUOR. FLUORE50ENT TRO. TREAD 102 LIVING D G AUL G D P F.O.G. FACE OF CONCRETE T.B. TOWEL BAR A-6 REFLECTED CEILING AND ROOF PLANS FEB 2 12017 F.O.F. FACE OF FINISH T.G. TOP OF CURB 103 DEN N B D B VAULT 5 D D ENT SERVICES F.O.S. FACE OF STUD TEL. 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Q pZ cc LLo ca w W . �Q A cts � ' o <alc Lf) n ct)� o o Nva .� O -o'n m 8 E d � SECTIONS MA - 5 STUD HALL FLOOR BEAM DRAG @ LINE D MTL WEEP o/ FLASHING ONTO ROOF o/ FOAM CLOSURE 4X RAFTER $ CHORDS @ LINE D SHEAR WALL- EDGE NAIL ALL MEMBERS MTL ROOFING o/ 30# FELT o/ SHTO o/ 2x4" RAFTER @ 24110C - MTL EDOE o/ TRIM Y EA BA BEAM TO CHORD v4/2 175C 4 ALL THREAD 6X4" HDR @ DOOR BEYOND MTL EDC E w/ Y4" GAP 0 -ROD $ SEAL TYP STUD WALL STUD WALL ROOF @ ENTRY 12 MODEL 7-1/2'=1'-0' (E) 6X6" POST -4 CORNERS 12_ 5-3 (N) 6X6" POSTS -2 EA NALL RAIL -SEE 5/A-6 (N) MTL ROOF 2 3:� - - 6 o/ (E) ROOF O N9 9 9922MQ STRUCTURE 6 � A-7 A-7 8 VENT CHASE 8 A�SIM 5/B11 GWB � + A_7 7'-O"ABOVE THRU SIM (E) 6X6" POST LANDING ROOF 4 12 A-7 8 A-6 A-7 12 SIM S-3 12 5-3 EXIST ROOF 5TRUCT -GUT EAVES TO 12 "- 3 12 NEW POSTS 4 5-2 5_3 BEAMS �Iw`!a�Iw�l�Iw�la�Iw�!�!Iw�l�Iw�la�Iw�ila!Iw��Olw�i�a!Iw���!Ii�i'��!I�i���!I�i���!I�ii TOWER RAIL ELEV BUILDING SECTION •■ •■ • 6X6" POST 2X6" GAP RAIL @ +42" w/ A34 TO F05T UNDER STOPS THIRD LEVEL REFL CLG 3 MODEL 1/88= 1 1-01 ROD BRAG I NC DUARD BOTTOM II -SEE 8/A-6 RAIL a" OW 10A OALV 4X4" + r/pel WIRE MESH _ STOP IN w/ IX2" LANDING FLASHING SAW KERF AROUND AROUND EA UNDER MTL YSIDE GovER4" MAX -BEND TOP A34 CLIPS OOF I NG EDGE 4 EMBED IN SEALANT 26 CA CALV 5= :12 _- FLASH 4 GTR DECK 2 W YS FLASH -PAINT PERMIT # FLASH I NC o/ MTL BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR ROOF I NG CODE COMF'LIANOF - V P05T THRU TO P566 EA 3/8" THREADED 2x4" BOTTOM 2 H2.5A EA NOTE: GE I L I NCC HEIGHTS ARE SHOWN MEASURED FROM BOTT PLATE INTERNAL 5TL ROD w/ NUTS RAIL @ +4" w/ CORNER POST PRESSURE WASH, PRIME AND PAINT THE FLOOR LEVEL IN THAT POST ONTO THRU SAMMY A34 EA END (E) METAL ROOFING TO REMAIN SPACE -CONFIRM ALL RIM J015T SIDEWINDER LAO TO POST GRADES HEIGHTS IN 5W025 I PLY MODIFIED GLASS A MEMBRANE FIELD ROOFING w/ ELA5TOMERIC "COOL POST FLASHING, 11 RAIL DETAIL 8 ROOF" COATING SECONDLEVEL REFL. CLG 2 MODEL 6'=1'-0" _ MODEL 1'=1'-0' 1 /88=1'-0' NOTE: MIDWALL $ I L -- CORNER 51M PA OR STHD STRAP TYPE HOLD 5= 6:12 it----� II -CORNER SHOWN ° 0 3 PLYWD j DOWN PER PLAN w/ NAILS PER r -7j°0° SIMPSON SPECIFICATION A --7A-7 EXTEND T EAVE I L — — — _ --LL- CORNER CORNER ( GAP ROOF SHTO c� RIDGE A-6 Roo IN TTIG i i uFANEL5 43/B" MIN TO� 1 GOR -A -VENT V -400T E— TO (N) W L ACCESS 05T AT CORNER -DOUBLE 5= 6:12 5 STUDS AT MIDWALL L '00 EDGE NAIL 5HTC TOT 5= 3:12 5/g' GWB @8'-I" BLOCK w/ 8d @ 6 OG S ! , 2 K4 Y5 51=?3�E o �----MTL RIDGE GAP 6 : 12 17 TO DRAIN ° o GL I P 5`r5TEM I SILL OR RIM J0I5T 00, w/ BLK EQUAL TO 2X BLK CONT w/ IY2" (:P 7 � '�' P05T WIDTH HOLES @ 6" OG(0:12 = 5:12 3 6:12 I5= y 5 D a , REBAR T$B A_7 a 4 FTG x:12 ®8+ OWB1 1 5/ " OWE3 8 4 d� �4i + f 1_511 D d a D 6 4 A 35 EA BAY BLK TO BLK MTL ROOFG o/ 30# FELT a lit , a--,'" BEND INTO FTO 4 ' . d 6"- HOOK BELOW P F�E�'11"�"�E TOP REBAR TRUSS 48" EAVE REMOVE 36" (E) EAVES LYWD EAVE PANELS FOR CODE COMPLI. SCE • FOOTING a NOTE: CEILING HEIGHTS ARE kA R REMOVE SHINGLE ROOF�'�i7 a -INSTALL (N) MTL ROOF SHOWN MEASURED FROM THE FLOOR LEVEL IN THAT T__ ND S ;�C 'ES ' o/ 30# FELT � t•R° �r� .r�.��.1� �,� SPACE 0 HPA HOLD DOWN STRAP 10 RIDGE VENT 7 ROOF PLAN 4 FiR ST LEVEL REFL. CLG 1 NO SCALE 3'=1'-0' 1 89=1'-0° Q co .� N 0 p � o 0 YQ U aaW o a N F OAC 0 o W m � m U U ui Ill _ _ U U W O z z O O U U a<qaaaa,a ME PERMIT REVIEW 2 DRAWN BY- PROJECT NO.: PC 1501 CHFCKED BY: DAM. P. COLE 10/28/2016 z 0 C)o) 0 YQ U aaW o a V F OAC 0 o W m � m uj U!0.2 W Cn s2 o • w2ca a oz m¢ w W ryLo 2o !--! O 0 w •icev�- .WV jrcr V0 0 < j' Lo F. m O,00 wo Nt0 mo OOZ S E Q' REFLECTED CEILING �A-6 I" EPS BATT INSUL BAFFLE TYP NOTE: SEE AL50 FRIEZE BLK G NT w/ 2 42"d) HOLES F-4, BAY EDGE NAIL Nw 8d® 6" V2" GOR -A -VENT CONT TYP MTL EDGE, ROD 4 SEAL 3/6" PLASTER w/ HEX MESH o/ " EPS o/ BLDG WRAP o/ PLYWD 5HTO 2x6" STUDS w/ R21 BATT IN5UL ROOF FRAMING @ MASTER- 12 MODEL L 3'=1'-0' 2x6" STUDS w/ R21 BATT IN5UL 3/a" PLASTER w/ HEX MESH o/ I" EPS o/ BLDO WRAP o/ PLYWD SHTO 5/6'l 6WB MTL ROOFING o/ 50# FELTS 13/6" WEEP SCREED 26 OA MTL FLASHI NO UNDER BLDG WRAP o/ MTL ROOF I NCO 2X6" BLK CONT o TOP CHORD w/ 16d o 6" OG TRUSSES F�'d=��� s �°"e4r / `�°M � �o�E o ,��M eo Mo,�x��M�oN. AsoME��o,M SHORT IOUARD RAIL 51 M TO 4/A--7 4-6x6 PO5T5 THRU TO BOTT PL w/ MTL FLA5HINC TO MTL ROOF -SEE II/A=6 I " EPS BATT I N5UL BAFFLE TYP FRIEZE B1 -K CONT w/ 2 -IY2"<p HOLES EA BAY EDGE NAIL w/ 8d@ 6" ROOFING o/ 5/a" GDX PLYWD w/ 6211 OG MTL EDGE o/ TRIM BD5 A IX TRIM .o/ 2X TRIM CONT I Y2" VENT CONT MTL FLA5HO ELASTOMERIC o/ MTL FL 51 TOWER ,D 9 RUOF BARGE EA\/E 6 MODEL 11/2'=1'-0° ROOFING o/ 5/8" GDX PLYWD w/ 8d 6/f2l, OG MTL EDO E o/ TRIM BD5 50FF I T OVERHANG w/ 3/a" GEMENT BD PANEL - SCREW PER MANUF 5PF-05 MTL J Y4" OAP, ROD 4 SEAL PLASTER o/ I" EP5 o/ BLDG W2AP o/ Y2" 5HTO o/ 2X(o" STUDS w/ R21 BATT IN5UL MODEL TPO MEMBRANE ROOFING o/ HOM050TE / TAPERED ROOF DECK o/ 5/a" GDX PLYWD o/ 2X JOISTS w/ R58 BATT INSUL �— EDGE MTL o/ 2X TRIM 220A FLASHING CLOSURE ONTO (E) ROOF EXIST ROOF I NC TO -� v REMAIN -PAINT EXIST STRUCTURE TO REMAIN 2" SPACE w/ 5/6" TYPE 'X' OWB FIRE TAPED ON (E) WALL 2X6" CONT STUDS o 16" OG w/ Y2 SHTO -FIRE BLOCK @ +10' FLOOR FRM . @ MASTER 11 STAIR TOWER ROOF DETAIL 8 MODEL 3'=1'-0' 0 aIrl co - Y2" PLYWD OR OSB 5HTO Q p � N o a � CONT ALL EXTERIOR W o w TRU55E5 w/ R-58 00. >_H BATT IN5UL w oc) STUDS w/ R21 � m UU ------:2X&" BATT INSUL i ui 5/6" OWB TYP ALL 3/4" T$5 PLYWD - O LU w/ 8d RINO SHANK @ 6" U U ALL JO I STS 4 EDOE5 16" D FTG w/ 2 ------ ---#4 � i Z a a #4 REBAR5 T$ B O - - - - - 5" GONG SLAB w/ e------------------ 5jaGylg 1.4 MESH REINF z TYP ALI Nve. :.♦ '::♦ . .' .. y ° «• •� ♦ ! Q • ' ' '' ' `1 a •' , • , ♦ eId o .. -•�.� a ♦ �aAv e . a • . . 0 Q U U a�aaaaa M PERMIT REVIEW 2 omwN BY: PFDJSUr NO.: PC 1501 oHECKM 9Y: DAIR P. COLE MODEL 1'=1'-0' 2X6" CONT STUDS ® 16" OG -FIRE BLOCK ® +101 2" SPACE w/ 5/6" TYPE 'X' OWB FIRE TAPED BOTH WALLS Y2"X12" AB ® 52" OG 6" CMU w/ #4 ® 16" EW I E � UGTURE $ FOUNDATIONS `— J015T IN HANGER 24.11 BEAM -SEE PRMG PLAN x x x >/ FLOOR FRM. @MASTER 10 STAIR FOUNDATION DETAIL MODEL 3'=7'-0' MODEL �— 2X6" GAP w/ A54 EA SIDE EA P05T 50REWED UNDER 5TOP5 IIFPS BATT INSUL BAFFLE TYP A54 EA BAY FRIEZE BLK CONT w/ 2 4/2"0 HOLES EA BAY EDGE NAIL w/ 8do 6" STRAP EAVE TRU55 w/ 0520-18" D L-- SOFFIT OVERHANG w/ 3/8" GEMENT BD PANEL - SCREW PER MANUF SPECS A55 EA TRU55 TO LEDGER LU24 EA TRU55 TO CONT 2X4 LEDGER CONT 2X4 LEDGER w/ 2-16d EA STUD MTL J Y4" OAP, ROD $ SEAL MTL Z FLASH UNDER BLDG WRAP --- WINDOW WHERE OCCURS TYP EAVE @ TRUSSES 3 MODEL 1 ° 1'-0° (N) MTS ROOF INC AD N) BL EA RAFTER TO 2XI2" DEMO 24" SAVE ALL AROUND - INSTALL NEW 2X FA5GIA 4 IX TRIM 4X4 "XIOA WWF STOPPED TO BOUNDARIES w/ I X2" ---- P05T BEYOND w/ ROD BRAG I NC -SEE q/A-6- - (N) 6X6" IN (E) CONT 2X12HUG66 EA END " AROUND -ADD I "--✓- 2x4" BOTTOM RAIL w/ A54 5-166 TO EA POST� ABOVE & BELOW o EA POST (N) IN/OUT CARPET o/ ( (E) 6X6"POST ® CORNERS -ADD 2 (N) ELA5TOMERIC GOATIN o/ 6X6" P05T5 EQUAL SPACING EA WALL (N) Y4" SHTO o/ (E) PLY D ROOF DECKING A5TOMERIC COATINO o/ PERMIT #_ L EDGE a/ TRIM BL TTE COL NW DEVELOPMENT CERVICES R IEW%D F0I1 CCD -COMPLIANCE DATE I =/ �-: OBSERVATION DECK RAIL 5 MODEL 1-1/21=11-08 5EL 5TR GAP ------` w/ GRAIN CUP UP 2X4" RAILS w/ A54 EACH P05T UNDER STOPS TYP ALL 4X4"XgOA WWF STOPPED IN w/ IX2 EA SIDE ALL AROUND SLDO OLAS5 DOOR NOT `9 SHOWN -ZFE FLASH TO m OU51 DE WALL SURFACE X 2X FIRE RESIST COMP WOOD DECKING JO 15T IN HANGERS 6X8" CANTILEVERED EA END SEI 1/5-5 >< F7 4114" P05T w/2- Y2" CARRIAGE ---� BOLTS THRU EA WAY 7 MiBR DECK RAILING 4 1 "=1'-0" ----- MODEL 1-1 /2'=' GUD RAILS TW EN POSTS TRB AND ASSSOCIATEI, TOWER DECK WALL 1 Aac MMS sTAW C1 w cc 0 aIrl co - 0) Lo CD Q p � N o a � W o w co 00. >_H w oc) m � m UU i ui LuU U U Z a a O z z O 0 Q U U a�aaaaa M PERMIT REVIEW 2 omwN BY: PFDJSUr NO.: PC 1501 oHECKM 9Y: DAIR P. COLE 10/28/2016 GO Lq w 0 o - W�a�U hoz°act tlo W w m< - E 0Woo �° QLiu Q'g� i ouc U- Q ' V Lc) c 0 t r- o 3 N c U C Q DETAILS 0 aIrl co - 0) Lo CD 0 Y U a � W o w co 00. >_H w oc) m � m GO Lq w 0 o - W�a�U hoz°act tlo W w m< - E 0Woo �° QLiu Q'g� i ouc U- Q ' V Lc) c 0 t r- o 3 N c U C Q DETAILS E) 4X4"EA CORNER -STRAP GENERAL: UPPER TO LOWER w/ 5T2215 I. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT THE JOB SITE ADD 2Xb" W/ SPACERS -- STRUCTURAL DE51ON CRITERIA AS REQUIRED BY GBG 1603.1 PRIOR TO STARTING CONSTRUCTION. THE ARCHITECT SHALL BE NOTIFIED OF ANY 4 I I. LIVE LOADS ROOF = 20 PSF FLOOR =40 psf DISCREPANCIES WITH ANY WORK SHOWN. 1 2. 5NOW LOAD = 55 PSF ALTITUDE 2710' 2. DO NOT SCALE DRAWINGS, CONTACT ARCHITECT FOR CLARIFICATIONS. I 3. BASIC WIND SPEED = 110 mph 3. ALL PHASES OF WORK TO CONFORM TO THE MINIMUM STANDARD OF THE 2015L/3 MIN. D I 4. 501L SITE GLASS = D SEISMIC DE G CATEGORY = D CALIFORNIA BUILDING CODE. I 5. FLOOD DESIGN DATA = N/A 4. THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE 3D MAX. ; ; (E)2X4 STUDS I 6. SOIL = USE GLASS 5 MATERIAL (A TUAL 15 BEDROCK GRANIT ) -ADD 2Xb EA -i. 501L ALLOWABLE LOAD BEARING = 00 5f AND UNLESS SPECIFICALLY NOTED DO NOT INDICATE THE MEANS OR METHODS OF I I 8. SOIL PASSIVE FRESSURE = IOOP�F p CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO 3D I + (N) 5/g" ON15 TYP PROTECT THE STRUCTURE, WORKMEN AND OTHER PEFc50N5 DURING CONSTRUCTION. MAX. I D/4 MAX. ! 1. 501L ALLOWABLE COHESION = 130P5F X CONTACT AREA (<50% DEAD LOAD) SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO, BRACING, SHORING, STD CORNERS w/ (E) PLYWD SHULE NAIL SCHEDULING, COORDINATION AND SHARED GENERAL CONDITIONS AMONG VARIOUS DOUBLE STUDS OR PER SCHEDULE I/S-I I TRADES. D/5 _ '1' o POSTS AS SHOWN R21 BATT WALLS 1 STRUCTURAL OENERAL NOTES 5. OPENINGS, POCKETS, ETC. SHALL NOT BE PLACED IN DECKS, BEAMS, JOISTS, COLUMNS, vW' ELSEWHERE _ EXTERIOR= FOUNDATION STEMWALL WALLS, ETC. UNLE55 SPECIFICALLY DETAILED ON THE STRUCTURAL DRAWINGS. (N) �� I�• Og0 I I. F.O.G. GRIDLINE AT FACE OF CONCRETE FO6. ALL A5TM SPECIFICATIONS NOTED ON THESE DRAWINGS SHALL BE OF THE LATEST I �t TONERi I` I 2. F.O.F. = ,GRIDLINE AT FACE OF FRAMING REVISION. 3. ALL SILL BOLTS SHALL HAVE 3x3xO.221" THICK WASHERS 7. IN THE EVENT CERTAIN FEATURES OF THE CONSTRUCTION ARE NOT FULLY SHOWN ON JOIST OR BEAM -/4. WHERE A NAIL PATTERN 15 SPECIFIED THUS: Sd ® b"/12" - b" 15 THE EDGE THE DRAWINGS OR GALLED FOR IN THE NOTES OR SPECIFICATIONS, THEIR D1 (E)2X4"5TUD5 " PLYWD SHTO OR NAILING REQUIRED AT ALL EDGES OF EACH STRUCTURAL PANEL � 12 IS THE CONSTRUCTION SHALL BE OF THE SAME CHARACTER AS FOR SIMILAR CONDITIONS -ADD 2X6 EA FIELD NAILING SPACING REO'D AT EACH SUPPORTING MEMBER UNDER THE PANEL THAT ARE SHOWN OR GALLED FOR AND SHALL BE APPROVED BY THE ARCHITECT SIDING -OAP Ye," ALL D = DEPTH OF JOIST OR BEAM EDC E JOINTS COYER FOUNDATION: 0 t_ D1 = WIDTH OF STUD W/ PLASTER FINISH I. ALL CONCRETE FORMWORK SHALL BE OF SUFFICIENT STRENGTH AND BRACING TO L = CLEAR SPAN OR BATTENS PROVIDE FINISHED EDGE5 THAT ARE 50UARE, 5TRAIGHT, AND TRUE. NO DEFLECTIONS IN A STRAIGHT EDGE SHALL EXCEED 1/360 THE LENGTH OF THE EDGE. C,1/3 2X OR 5X CONT BLK 2. WATER SHALL NOT BE ALLOWED TO STAND IN TRENCHES BEFORE CONCRETE 15 MAX. LIZAS SHOWN IN SHEAR PLACED, AND SHALL BE PUMPED OUT. IF BOTTOMS OF THE TRENCHES BECOME 50 STUD WALL SCHEDULE 1/5-I (N) 15t STUD w/ I6d SOFTENED DUE TO RAIN OR OTHER WATER BEFORE FOOTINGS ARE CAST, THE @ 6" STAOOERED CONTRACTOR AT HIS OWN EXPENSE SHALL EXCAVATE THE SOFTENED MATERIAL AND NAIL 2nd STUD TO 15t w/ REPLACE WITH CONCRETE. I6d ® 12" STAGOERED 3. ALL COMPACTED NATURAL SOIL, FILL AND BACKFILL SHALL BE UNIFORMLY PANEL EDGE NAILS COMPACTED WITH APPROVED COMPACTION EQUIPMENT AND/OR BAND POWER ALIGN SHEAR PANELS TAMPERS. FILL UNDER SLABS AND BACKFILL SHALL BE COMPACTED TO 90% OF MAXIMUM DRY DENSITY. A5TM D-1555-7-70 TC, TEST METHOD UNLESS OTHERWISE PANEL �� � (N),N A�� �� �H SPECIFIED. 4. ALL CONCRETE INSERTS SHALL BE SECURELY FASTENED INTO F-INAL P051TIOhl PRIOR TO FOUNDATION INSPECTION. WD FRMG NOTCHES & HOLES 9 WOOD STUD WALLS 6 STRUCTUrNtAL CRITERIA & NOTES 3 CONCRETE, I. PORTLAND GEMENT SHALL CONFORM TO ASTM G-130 TYPE I OR II - LOW ALKALI VIEWPORT NO SCALE VIEWPORT 1 1/2"=1'-0" MODEL 6"=V-0" UNLESS OTHERWISE SPECIFIED. AGGREGATE FOR STONE CONCRETE SHALL This corner detail for bars CONFORM TO A5TM 0-33. DRAO LAP: 4' MIN Class "B" of near center of wall or ftg. D � 2. ALL REINFORCING BARS, ANCHOR BOLTS AND OTHER CONCRETE INSERTS LAP W/ 12 -126 $ SHALL BE WELL SECURED IN POSITION PRIOR TO PLACING CONCRETE. LSTA56 EA PLATE (1'-6�" min,) 12d 211C(.3. THE MAXIMUM SLUMP SHALL NOT EXCEED 3 INCHES. JOINT T4 B 2 - FC FOR OPENGS I I U 4. ULTIMATE COMPRESSIVE STRENGTH AT 28 DAYS SHALL BE 2500 P51 UNLEOVER 6 WIDE 55 N 12d LAP PLATES 4' @ SPLICES NOTED OTHERWISE. _ _ 5. CONDUIT OR PIPE SIZE (O.D.) SHALL NOT EXCEED 30% OF SLAB THICKNESS UNLESS �- I WALL 3a ' SPECIFICALLY DETAILED OTHERWISE AND SHALL BE LOCATED IN MIDDL= I/3 OF SLAB I Ntm63nnt7 # 2d i BUTTE COUNTY 0EVELOPMENT SERVICES DEPTH. 2 STU PACING 16" C. MAJ.1 N cu -Ir _ �•�.n REVIEWED �Qr` 6. HORIZONTAL CONSTRUCTION JOINTS SHALL BE GLEANED BY PRESSURE WASH OR C l P p,�y� DECK FLOOR d.ri/I � COIA PLI�ANCE SAND BLAST TO EXPOSE GLEAN SOLIDLY EMBEDDED AGGREGATE. HEADER OVER OPNG. / SINGLE LAYER - BARS ❑N FACE ❑R CENTER '_ • �'� � ''--��'-./_. REINFORCING STEEL: 1-2xSTUD, UP TO 6' Class "E" Class "B" 1 REINFORCING STEEL SHALL CONFORM TO THE REQUIREMENTS OF ASTM A-615, WIDE OPNG. 'r It ''P -'I` I ` '" ' 1' 2-2xSTUD, OVER 6' (1'� 6' min,) C1'� 6" min.) ra I M BATH FLOOR GRADE b0 UNLESS OTHERWISE SPECIFIED. 2. MINIMUM COVERAGE OF CONCRETE OVER REINFORCING BARS SHALL BE AS FOLLOWS WIDE OPNG. $ 0 A. CONCRETE POURED DIRECTLY AGAINST EARTH CLEAR 3 (MINIMUM) B. FORMED CONCRETE AGAINST EARTH OR WEATHER 1-1/2 CLEAR. ________ 2" TRIMMER TO SILL MALL 5e WAL WALL 3c 5d ItF-1 (2" CLEAR, #6 BARS OR LARGER). PLATE SAME WIDTH 3. WIRE MESH SHALL CONFORM TO ASTM A-185, AND SHALL BE LAPPED 1-1/2 SPACES AS WALL STUDS `D 2 2 Typical continuous (I -O MINIMUM). bar splice, U,N,❑. .� ! `\�`L��NE�2 E,45TQ ' ! 2-2 TRIMMERS OVER DOUBLE LAYER . on plans or details. _ COMPRESSION 4. ALL REINFORCING BARS BENDS TO BE MADE GOLD. 2X BLK'G 1 s sI1E WALL ELEV D AGRAM 5. REINFORCING STEEL SHALL BE FABRICATED AND INSTALLED IN ACCORDANCE CONT. @ PLYWD. 10 WIDE OPNG. WITH AMERICAN CONCRETE INSTITUTE STANDARD 318. C#3 and smaller) C#8 and smaller) 10 1111.1 �'� �`�' PANEL EDGES, B (LANC w/ 2Xb' FRAMING EXT. SIDING _ yPLA-Mo OR 6 0. C. MAX. AT I DOWS '£ - LINE 2 EAST' ! C, AMINO LUMBER SHALL BE SPRUCE PINE FIR WITH MOISTURE CONTENT NOT bxw• 2 L w/ 1. FR SHeA L b AND BEAMS WITH GROWN UP. GRADES LINE 2 we5r LII .'° ! ! A3s ree eND THAN Iq% ARRANGE ALL .JC15T5 _D-6db D ddb m LINE 2 NEST �' GREATER T SILL - SHEAR WALL � � axb POST w/ 2 .� EA END SHALL BE AS FOLLOWS EXCEPT A5 NOTED OTHERWISE ON THE PLANS: --a 4d I';r eLocic w/ 520 PLATE 900 1800 OWEST �EASDL TRUSS 2991.1 ' `STRAP T SIZE GRADING lgrg� --- ------- A. PLATES STUDS GONSTRUGTION GRADE, -� db --- !! s_s_ • N14, i ` •' B. REPETITIVE MEMBERS #2 GRADE G. BEAMS AND STRINGERS I PLACE BOLTS TO O #I GRADE MISS STUDS, 2 - FC FOR OPENGS 2. 5 L5 ON CONCRETE SHALL BE FOUNDATION GRADE RE71/22 OR APPROVED I SEE NOTES. OVER 6' WIDE PRESSURE TREATED SILL. BOLTS TO CONCRETE SHALL DIAM. X 10" ® 4'-O" SEE NAILING SCHEDULE AN SPACING UNLE55 OTHERWISE SHOVIDE 2 -BOLTS AR SIZE FINISHED BEND BAR SIZ FINISHED BEND 5 DIAMETER D DIAMETER D IN INCHES IN INCHES -- #9 9-81 #14 18 -Tr - "#10 #10 10-w" #18 24" # 11 12" NO SCALE C3 E ` x Ta 4- D= 4 db .' i i T-0:2.- (#3 - „(#3 thru #7) O D- 6db I29 T5.1 LINE 2 SHEAR WALL ELEV DIAGRAM MCHREMS STAN: 17" G "'. Q co N 5 SHEARWALL ELEVATIONS 2 HAVE 7" MIN. EMBEDMENT. RAM5ET P.D.F. MAY BE SUBSTITUTED AT INTERIOR, NON -SHEAR WALLS. p � � o U-) D Yq PAPER NO SCALE VIEWPORT I NO SCALE T ROUGH WHEN KEYED JOINT SPECIFIED 1ST POU 2ND POUR a Q .25X8" DOWELS , a 4 a ®24" a - - a [ _ _ _�. - - a � a a ' KEYED COLD JOINT- - K.J. CONSTRUCTION -JOINT - C.J. - ONE FIFTH DEPTH TOOL JOINT 1/2 " FIBER EXP. OF SLAB TROWEL ONLY JOINT MATERIAL 4 Q "< MIN. ' a �- 1/8 MIN. o „ a 1/4 VAX. a ° Q EXPANSION JOINT - E.J. TOOL JOINT - T.J. I. FACE GRAIN ACROSS D.F. STUDS �� R!7VIEWED, 2. ALL PANEL EDGES BACKED WITH 2 NOMINAL OR WIDER FRAMING. 3. PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING FOR COC)E CC)t�PL!'P�1r. MEMBERS OR FRAMING SHALL BE A5 SHOWN IN NOTE #4. 4. APPLIED OVER 3" NOMINAL OR WIDER FRAMING WTIH NAILS STAGGERED. MAR 10 [i�M% 5. STAGGER ALL SILL NAILS. 6. 51MP54N MANUFACTURED CLIPS. 7. PRE -DRILL 20d OR LARGER. TRS AND ASSOCIATES 8.-I" TYP. A.B. EMBEDMENT IN GONG. (TYP. U.O.N.) a. SEE FOUNDATION PLAN FOR EDGE CHORD HOLD DOWNS w ~ z O � SIMPSON L N BLOCK 0 o m�m W W GONG SAME STRUCTURAL PANEL MATERIAL MAX ASPECT RATIO h/b NOMINAL UNIT SHEAR plf WALL BOUNDARY EDGE NAIL (B.N.) STRUGT PANEL EDGE NAIL (E.N.) STRUGT PANEL INTERMEDIATE NAIL (I.N.) INTERMEDIATE BLOCK DETAIL SILL TO FOUNDATION ANCHOR BOLTS JOIST TO BLOCK FASTENERS FLOOR SILL FASTENERS LEDGER TO WALL FASTENERS U U 5Y2 1 280 ad @ 6'1O.G. ad @ 6"o.G. ad @ 12"o.G 6/51 A30'7 HEX BOLTS 35��0,0, A34 @ 18 O.G. MAX I6d @ 5 �� O.G. STAGGER I6d @ 51,O.C. STAGGER B Y2° 5 -PLY GDX PLYWOOD BY2 I 430 ad @ 4"o.G. ad @ 4"o.G. ad @ 12"o.G 6/SI Y�"XIO" A307 HEX BOLTS 23"o.c• �� A54 @ 12 O.G. MAX o �� I6d @ 3 O.G. STAGGER Ac �� Y2 5 -PLY GDX PLYWOOD 3Y2 1 550 ad @ 5 O.C. N �� ad @ 12 o.G 6/51 HEXIBOLTS @ 21"o.c• A3`I ®� ox.. MAX I6d @ 2Y4" o.G STAGGER bd @ 2Y4" o.G. STACOER Y2" 3 -PLY GDX PLYWOOD 3%2 1 ad @ 2"o.G. ad @ 2"o.G. 8d @ 12"o .G 6/5I Y2"Xl B LTS HEX BOLTS ® 16"o.c, 0 0 6d @ 13/4" o.G. STAGGER AE SIMF50N SW22X- PORTAL_ SYSTEM 5.8 I a: I U U ad @ 12"o.G PORTAL SYSTEM SHOWN ONIS= PLANS 2020/r 4-A34 EA SHOWN ON PLANS N/A f <q <1 <j< SHEARWALL AND NAILING SCHEDULE 1 VIEWPORT NO SCALE < < PERMIT REVIEW 2 DMWN BY- PROJECr NO.: PC 1501 CHECKM 9Y: MATE P. COLE 10/28/2016 O.G. MINIMUM SIZE D MINIMUM PER PIECE WITH ONE BOLT LOCATED WITHIN 12" OF EACH END OF PIECE. ALL BOLTS SHALL HAVE 3x3x.221" STEEL PLATE WASHERS. ANCHOR BOLTS SHA TYP WOOD WALL FRMG 8 -- EBAR 5 SHEARWALL ELEVATIONS 2 HAVE 7" MIN. EMBEDMENT. RAM5ET P.D.F. MAY BE SUBSTITUTED AT INTERIOR, NON -SHEAR WALLS. VIEWPORT NO SCALE 0 IWO) U-) D Yq PAPER NO SCALE VIEWPORT I NO SCALE 3. BLOCKING AND 'Itt THE FOLLOWING AS MINIMUM UNLE55--BOLT RWISE SHO A. 2 EPTH 50LIM BLOCKING BETWEEN JOI5T5 OVER SUPPORTS. B. 2X FULL DEPTH BETWEEN JOISTS ABOVE AND BELOW PARTITION WALLS. G. CONTINUOUS 2X HORIZONTAL BLOCKING AT STUD WALLS. PROVIDE AT MID -HEIGHT MAXIMUM. AT 1'-0" O.G. MA 4. BEARING WALLS AND PARTITION5 SHALL HAVE DOUBLE TOP PLATES, LAPPED AT WALL AND PARTITION INTERSECTIONS. JOINTS IN UPPER AND LOWER MEMBERS OF DOUBLE TOP PLATES SHALL BE STAGGERED AT LEAST 4'-O". 5. ALL NAILS SHALL BE COMMON WIRE NAILS CONFORMING TO UBC, STANDARD 25-17 AND SHALL HAVE SUFFICIENT LENGTH TO PENETRATE THE MEMBER CONTAINING THE POINT THE REQUIRED DISTANCE SPECIFIED IN UB(:,' TABLE 25-G. TIMBER CONNECTORS SHOWN ON THE PLANS SHALL BE AS MANUFACTURED BY 51MF50N COMPANY OR EQUIVALENT UNLE55 OTHERWISE NOTED. CONNECTORS SHALL BE INSTALLED A5 SPECIFIED BY MANUFACTURER. 6. GLU-LAM BEAMS SHALL BE DOUGLAS FIR 24F EXTERIOR GLUE, DRY CONDITION OF USE ARCHITECTURAL GRADE APPEARANCE WHERE EXPOSED UNLESS OTHERWISE NOTED. I. PLYWOOD SHEATHING SHALL BE DOUGLAS FIR (GCA5T REGION) WITH EXTERIOR GLUE, THICKNESS AND PANEL INDEX AS INDIGATED ON PLYWOOD NAILING SCHEDULE. PLYWOOD FLOOR SHEATHING SHALL BE GLUED TO FLOOR JOISTS PER APA SPECIFICATION AFG-OI. PLYWOOD SHALL BE BLOCKED AT ALL EDGES. 8. HOLES IN WOOD FOR LAG BGREWS SHALL BE FIRST BORED TO THE SAME DIAMETER AND DEPTH AS THE SHANK. HOLES FOR THE THREADED PORTION SHALL BE BORED WITH A BIT NO LARGER THAN THE ROOT OF THREAD. q. SCREWS SHALL NOT BE DRIVEN INTO PLACE. IO.BOLT5 SHALL BE UNFINISHED MACHINE BOLTS OF SIZES SHOWN ON DRAWINGS. L ENGTH OF BOLTS SHALL PROJECT NO LE55 THAN 1/16" AND NO MORE THAN 1/2" PAST END OF NUT. BOLT HOLES IN WOOD SHALL BE 1/32 LARGER THAN BOLT SIZE. PROVIDE WA5HER5 UNDER HEAD AND NUT WHERE BEARING IS AGAIN5T WOOD. ALL NUTS SHALL BE TIGHTENED WHEN PLACED AND RETIGHTENED BEFORE CLOSING JOB WITH FINAL CONSTRUCTION. II. PIPES EXCEEDING ONE-THIRD OF THE PLATE WIDTH SHALL NOT BE PLACED IN II. PARTITIONS USED AS BEARING OR LATERAL FORGE RESISTING WALLS, UNLESS FURRED ENTIRELY CLEAR OF STUDS. WI -SERE ALLOWED, PIPES SHALL &E PLACED IN THE CENTER OF PLATES, USING A NEAT HOLE. NO NOTc:HING IS ALLOWED. ROUGH WHEN KEYED JOINT SPECIFIED 1ST POU 2ND POUR a Q .25X8" DOWELS , a 4 a ®24" a - - a [ _ _ _�. - - a � a a ' KEYED COLD JOINT- - K.J. CONSTRUCTION -JOINT - C.J. - ONE FIFTH DEPTH TOOL JOINT 1/2 " FIBER EXP. OF SLAB TROWEL ONLY JOINT MATERIAL 4 Q "< MIN. ' a �- 1/8 MIN. o „ a 1/4 VAX. a ° Q EXPANSION JOINT - E.J. TOOL JOINT - T.J. I. FACE GRAIN ACROSS D.F. STUDS �� R!7VIEWED, 2. ALL PANEL EDGES BACKED WITH 2 NOMINAL OR WIDER FRAMING. 3. PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING FOR COC)E CC)t�PL!'P�1r. MEMBERS OR FRAMING SHALL BE A5 SHOWN IN NOTE #4. 4. APPLIED OVER 3" NOMINAL OR WIDER FRAMING WTIH NAILS STAGGERED. MAR 10 [i�M% 5. STAGGER ALL SILL NAILS. 6. 51MP54N MANUFACTURED CLIPS. 7. PRE -DRILL 20d OR LARGER. TRS AND ASSOCIATES 8.-I" TYP. A.B. EMBEDMENT IN GONG. (TYP. U.O.N.) a. SEE FOUNDATION PLAN FOR EDGE CHORD HOLD DOWNS w ~ z O � SIMPSON L U BLOCK 0 o m�m >Y p W I X w GONG SAME STRUCTURAL PANEL MATERIAL MAX ASPECT RATIO h/b NOMINAL UNIT SHEAR plf WALL BOUNDARY EDGE NAIL (B.N.) STRUGT PANEL EDGE NAIL (E.N.) STRUGT PANEL INTERMEDIATE NAIL (I.N.) INTERMEDIATE BLOCK DETAIL SILL TO FOUNDATION ANCHOR BOLTS JOIST TO BLOCK FASTENERS FLOOR SILL FASTENERS LEDGER TO WALL FASTENERS AA Y2" 5 -PLY C DXYYXIO" PLYWOOD 5Y2 1 280 ad @ 6'1O.G. ad @ 6"o.G. ad @ 12"o.G 6/51 A30'7 HEX BOLTS 35��0,0, A34 @ 18 O.G. MAX I6d @ 5 �� O.G. STAGGER I6d @ 51,O.C. STAGGER B Y2° 5 -PLY GDX PLYWOOD BY2 I 430 ad @ 4"o.G. ad @ 4"o.G. ad @ 12"o.G 6/SI Y�"XIO" A307 HEX BOLTS 23"o.c• �� A54 @ 12 O.G. MAX �� I6d @ 3 O.G. STAGGER �� I6d @ 3 O.G. STAGGER Ac �� Y2 5 -PLY GDX PLYWOOD 3Y2 1 550 ad @ 5 O.C. ad g 3 o.G. �� ad @ 12 o.G 6/51 HEXIBOLTS @ 21"o.c• A3`I ®� ox.. MAX I6d @ 2Y4" o.G STAGGER bd @ 2Y4" o.G. STACOER Y2" 3 -PLY GDX PLYWOOD 3%2 1 ad @ 2"o.G. ad @ 2"o.G. 8d @ 12"o .G 6/5I Y2"Xl B LTS HEX BOLTS ® 16"o.c, P`34' @ � o.G. MAX I6d ®13/4" o.G STAOGER 6d @ 13/4" o.G. STAGGER AE SIMF50N SW22X- PORTAL_ SYSTEM 5.8 I 5420# TOTAL BY MANUF ad @ 6"o.G. ad @ 12"o.G PORTAL SYSTEM SHOWN ONIS= PLANS 2020/r 4-A34 EA SHOWN ON PLANS N/A STANDARD NAILI G 5ChEDU E CONNECTION NAILING CONNECTION NAILINO I. 5TD NAILING IS 5UPERGEDED BY JO15T TO SILL OR GIRDER, TOE NAIL 3-8d CEILING JOISTS TO PLATE, TOE NAIL 3-8d THAT REQUIRED ON SHEAR WALL 2" BLOCKING TO JOIST, TOE NAIL EACH END 2-I66 EA END CONTINUOUS HEADER TO STUD, TOE NAIL 4-Sd SOLE PLATE TO JOIST OR BLOCKING, FACE NAIL Ibd a 16"OG CEILING JOISTS, LAP OVER PARTITIONS, FACE NAIL 3-I6d SCHEDULE DOUBLED STUDS FACE NAIL I6d a 241100 DOUBLED TOP PLATES, FAGS NAIL I6d ®16"OG CEILING .IOISTS TO PARALLEL RAFTERS, FAGS NAIL 3-I6d CONTINUOUS HEADER, Two PIECES, I 6d ®16"OG RAFTER To PLATE, TOE NAIL 3-8d FACE NAIL ALONG EACH EDGE I" BRACE TO EACH STUD AND PLATE, FACE NAIL 2-8d TOP PLATES, LAPS 4 INTERSECTIONS, FACE NAIL 6-12d TOP PLATE TO STUD, END NAIL 2-I6d BUILT-UP CORNER STUDS I6d ® 241100 STUD TO SOLE PLATE, TOE NAIL 4-8d SHEARWALL AND NAILING SCHEDULE 1 VIEWPORT NO SCALE STRUCTURAL NOTES 10 NO SCALE CONCRETE JOINTS VIEWPORT 7 NO SCALE PAPER Z O Q� 0 IWO) U-) D Yq U 0-W O � a U 0 o m�m W CM W 1141 jit�'3 8-§w •�s:6o • ' Q W a 0 W (� .c k co Z ¢ 9 $j ttf WW AL0 2 75 0 W ;E,, :•x:02 <Q��� •WU tea: U ° • (s < •d s V Lo �Lc j��� VJ Ct) 15 N u199 11 8 c Q f SCHEDULES .�.ws-1 ARCHTECrS sTAW; AMA 71,,e,,lc z 0 �oto Q� o0� Y U a �w pw V) a v 0�10 w m � m Lu tt)tti 8 ii • w 85,� so w� a3 W Cj.c � oZ co W w .,,a< A • •o owl u o :o < CC U Lo W� o . � s FOUNDATION �S-2 (Omrm r- o � a N Y Y U U W W S S U U Z a a O z O 4 U U <j< < < < ;PERMIT REVIEW 2 OMWN er: aRo,ECr NO.: PC 1501 CHECKM BY: 0 A P. COLE 10/28/2016 z 0 �oto Q� o0� Y U a �w pw V) a v 0�10 w m � m Lu tt)tti 8 ii • w 85,� so w� a3 W Cj.c � oZ co W w .,,a< A • •o owl u o :o < CC U Lo W� o . � s FOUNDATION �S-2 ,\` ` CID .- N p OFp C)OF 5/&" GDX PLYWD d w/ 8d @ b "/12" (;�2 2 REMOVE EXIST COMP ROOF < O ! ! ! �., EDGE NAIL 4 INSTALL (N) U= U7 d W W F--STi�APS MTL ROOFING J c~t) ! i` ! ! ELEV 2 N V I I I I�< I 4X6"DF#I STRAPS GUT EAVES < w w I I I I S -r - ELEV--4--�;� AS SHOWN SHT A-4 GDX PLYWD w/ 8d coO j j I i j j j Ci L5TA56 ACROSS IFLOOR 5 PLGS INE 3 --- (E) RAFTER 4 STUD WALL w/ A.B. @ 48" OG I I I I I I I I ! BLK TO REMAIN O - - ---------- - = - -- - - ------------- a 2-- FTO CONT I I I I I I I I 2 a < < Q U PERMIT REVIEW 2 I I I I i i i <--STRAFE) PROJECT NO.: STRAP 3-Ibd EA POST CHECKM BY: DAIS P. COLE ----- --- ELEV ELEV ! ! w w I I I I I SHT A- c- (E) 2X8" HIFS �HT A- a LU Z A54 EA BAY ;a •.°:' as �'..,•: _I ._._._.- .: ; LS 50 I 7¢ ( I I I N SEE FLOOR ' 16d @ „ .' � ( PLANS A-3 ,�- FOR SHEAR ! � \ -------- -- -------------- - - I I ! I I I I I WALL GALLS ! (N) 6x6" IN HUG \ HANGER EA END � DOU& E TRUSS I I I I I I I I 5 I JZ 5 _ — _ -- --- G NT � '_4 11 1_o �� 2 6 16 (E) 2X6" RAFTERS e + q6 ° A oVE DECK o T US o W LL L5TA3b NOTE: SEE FLOOR PLANS ; '@ 24 "OC GUT � EAVES -SEE 12/S- 12/5- 6 A-3 FOR SHEAR 6 112'1011 -- WALL GALLS TOWER EAVE 12 FOUNDATION LINE 2 9 2n LEVEL ROOF/3rdLEVEL FLOOR 6 THIRD LEVEL ROOF FRAMING 3 MODEL 38=1'-0' MODEL 18=1'-0' MODEL 1/4'=1'-0' MODEL 1/48=1'-08 ELASTOMERI G FLOOR GOAT o/ FLASHO 1. SUBMIT TO ARCHITECT SHOP DRAW I N&5 AND ENO I NEER I NO CALCULATIONS FOR O I DOUBLE STUDS -NAIL FIRST TO (E) STRUGT w/ 16d EXIST POST -KERF AROUND Y4"DEEP (N) R-21 BATT INSU THE ENC INEERED ROOF TRUSSES. INCLUDE RECOMMENDED CONNECTIONS TRUSS. @b" 5TAGOERED THEN SECOND STUD TO FIRST w/ Ibd w/ 26 GA COUNTERFLASH AT EXTERIORS TO TRUSS. SEE PLANS HEREIN FOR CONNECTIONS TRUSS TO STRUCTURE. @ 12" STAGGERED AA2 2. ROOF SHTO SHALL BE 5/8" I GDX PLYWD w/ 8d @ 6 "EDGES/12 "FIELD -BLK O2 STRAP OVER BEAM TO POST OR DOUBLE STUDS BASE BD o/ FLASH o/ FLOOR DECK ALL PANEL EDOES 4q (N))/4" ACX PLYWD o/ (E) DECK (E) WALL-ADD:NEW 2x6"STUDS 3. FLOOR SHT& SHALL BE 5/4" GDX PLYWD T4 O-OLU 4 SCREW w/ #-7 X 15/8" 03 2X BLK @ T$ B w/ 2X DIAO ALTS NA E B AGI BUGLE H AD @ 6"ED&ES/12"FIELD -BLK ALL PANEL I- OF -5 NOT T4& @ RIDGELINE5 EDGE METAL UNDER POST FLASHG ALONG SIDE (E) 2x4" -NAIL B G EXIST SHTG TO NEW SPUDS (� 1 (E) FTO LAYERED TRIM BOARDS -QUIRK (N) FTG w/ #4 CONT MITER ENDS -SCARF JOINTS �T4B��-DOWEL TO (E) FTO w/ #4X&'Io 16 (N) GONG SLAB w/ 6x6" 1.4GA WIRE FABR I G @ I ENO I NEEREED TRUSSES --------------- - - - - -'- - - - - - - - - - - - - - -- - - @ 24" O.G. w/ 51 MF50N H -I TO WALL PLATE 2 1 ° n a-------- ----.—.—.— ---------------- IF----•------- ----------- (N) R-38 BATT INSUL -:;i > • <.;:�::. ::. w_ <} �:: : .:: r'"� 'Li (N) Y2" RUF-SAWN EXTERIOR PLYWD -------- ----- �- a I a �• j -' - - -- - - --------------- ------- - - - - - - - - - - - - - - - S E 12/A-6 --- I I BUTTE COUNTY DEVEL P ENT SERVICES I REVIEWS FOR N r (STAIN COLOR "A") o/ BIJILDINO WRAP EXIST PLYWD 5HT5 8d :a° id Q° - -___----__- - ----------------------a------- ------------ --------- _ CODE COMP' ! NCE ! o/ w/ a a. ;;.TE @ &V12" MIN -SEE ALSO SHEAR a ° ,. ° a I ; I � 03 WALLS----------------- A - -----------j-------,- - - - ----------------------- a ! i ; 5T2215 STRAP (N) IX2" BATTENS a 12" OG -SCREW ! i ; i TRUSS TO PLA E @ 24" OG -STAIN COLOR ..B.. --------------------------,--------•--------------------------------- -- I I ' a ADD (N) ;2X6 EA (E) STUD @ 16 OG -------------------------- - w/ R-21 BATT INSUL i I i----------•- I I I ! I i � i F 2 -- --- 2 OWER DEC 11 3 FIRE WALL i I it i i i i i moi# ---------- -------- -------------------- ----- i >a- -SEE 5/A5 DRAG LAP LINE i ij i i i i i ,o 2 TOP P 8/5-1 I I, ----- ------ ;\ ----- I I 2�K6"@�4" P'I'RAMID I I I I I !. T1 AP GI LG 9EL004 I i MODEL' ----,\3'=1'-0' MODEL 3/16'=1'-0' RIDGE BLK VENT "7/A6 2x6" OUTRIOGE I6" W/ BLK CONT 4 EDGE AIL RO LI E YO D A L OTHER DETAILS �` S ALL BE IN _- _-------------------- �\-------ADD 2X6" STUD T ��, EA (E) 000RDANGE WITH END WALL TRUSS OG) G i I I I I, I I i I I STUD IN �� ' I I jj I I I I TOWER ALL NALLa. I MPSON INSTALL _- PEG I F IGATT ONS '" `` � I --`-- ---------`-------------`—`-- � � - I I I II � � _ ` ` PER 3/A-1-7 ----- ---- � ---- ---� Q -----� ---- � ---- -----� 2X BLOCKING �� PGT LL FILL w/ PONY � ' ROOF � SAVE TRUSSES --� LINES ---------------------------- --------------------- � j \. WALL ABOVE PRE-INSTALLED ' ' U _--- __-- __-- _--- _--- _--- I ��` I I MILL w I I 6" SDS SGREW -SHT w/ TYPE B SHEARWALL ; 6X8" DF#I SIMPSON i r, i i �!i< = -------------------- . ! I I ��� I I �-►!� I I I I I ! ! A, TD I O i I HEADER IN I SW22x7x6 NAILING WINDOW OPENING ! i I �,I I LZrI! I I I I ! AGIN ! ! I I F., I wll iU I I I I I ! i 5 HU68 ; EA SIDE 2 SHEAR WALL TYPE B WINDOW _ 1 �` HANGERS ADDT'L STUD 4X6" SIDE CHORDS-OPENING DUTSI DE TO OLE USE PLATES FOR TOP DOOR - - - - - - ! I I I I\��� vll v l CUT OUT FOR STL ; SQUASH POST BEARING PLATES ' BOTTOM CHORDS OPENING �------�---�--..-}$------I---------�--------L--$--- - �� PRO\/IDED 6X8 OUTRI OOE HTT5 HOLD DOWNS w/ 5/8.. � , — — — — I I i ! 02 EL V j I I I I I I I I I I EA A50-7 ALL THREAD i i I i I G SH AR MALL 5H A 4 ' SIDE SHEARWALL PER 6X8 CONT SEE 7/5-2 ---�_ j I I ! I j i i i ii-- - ! I I I i i i fi 10/ 3 51 �f I I I! OI 02 PLAN w/ 2Xb BETWEEN TUDS @ 16" MAX OUTRIGGERS ALL PONY WALLS 2X6" STUDS @ 16" i I I I I ! I I ! I !, I I I I '_LSTA24 5T2215 OUTRIG i I ! TO (E) WALL PL ! ST48 9T P TOP OUB E OR 5X KING 4X6" 5GUAS ST48 STRAP ! �� w/ Y2 GDX PLYWD ENOINEEREED � PLATE TO O R /8"A56 LL THREAD POSTS I N W LL STHD 10 �� �� w/ 8d @ 6 /12 A.B. TO SPAG I N SIMP50N MT520 TOP PLATE TO TRUSS TO WALL TRUSSES @ �� - 6X8" CONT - - - JOIST G FLOOR JOIST ' - '- "- 6 w/ CO LER NUTS 5 , PLATE $ POST O.G. w/ 51MP50N _ R�VlE tJ' DOUBL 2X OR HD7B w/ STB28 5TTB16 w/ COUPLER NU BEDROCK BELOW H -I TO WALL SHEAR WALL 10/55 FOR CODE COQ 3X BOT PL -4 PL S Uft ., �s �. - .• �•.:.<"'"'` #3 UBLE ` GONG FTG w/ REBAR A.B. SHEAR WALL PLATE BALCONY I '� i 6X8" DF#I 0 TRIGOERS 1 h. DOUBLE .t: �.:�; 'f.�, :.. r-.•:' •�;�.;�-.�. ��., �` IRPIN AROUND ,��� t''� SPACING I/S-I STL DOWELS INTOAN NOTE: SrSEE FLOOR PLANS A-3 -SEE �•/A-`1 TILEVERED SHEARWAL 3 _ STTBs BEDROCK -SEE '7/5-2 FOR SHEAR WALL GALLS 4X8" DF#I IN WALL TYP - R' AND ASS' TYPE B EA SIDE 5_2 E BOTH SIDES SHEAR WALL LINE 6 10 SHEAf I-VVAt-LlL4NIE­A--` 7 FIRST LEVEL ROOF FRM. AND SECOND LEVEL FLOOR RM. 1 MODEL 148=1'-0' 38=1'-0' 14'=1'-08 Q CID .- N d W W U U coO O O a U 0 a a < < a U PERMIT REVIEW 2 DRAWN BY: PROJECT NO.: PC 1501 CHECKM BY: DAIS P. COLE 10/28/2015 )LIAR :E FRA MING dIATl Sir NO.: Q VE T WA T O �oto o � o FIXTURE U-) N1 �-- 20X12" RTN w/ � IR SHAFT FILTER SEE PLAN 2gg8.85 B2 B -NORMALLY CLOSED MOTOR DAMPER AIR SHAFT Q AIR 5HAFT BRANCH OUTLET BRANCH OUTLET BRANCH OUTL T TOILET 21' 3" 5" 5/4" 5/8" -- -- 5HONER 1-1/2" 2" 1-1/2" 5/4" 1/2" 3/4" 1/2"GRILLE TUB 1-1/2" 2" 1-1/2" 5/4" 1/2" 5/4" 1/2" LAVATORY 1-1/4 I' �I 1-1/2, II 1-1/4 II 5/4 1/2 " II 5/4 II 1/2 i = N (TEE TO OUT5IDE w/ RAIN HOOD). U ' KIT. SINK 1-1/2" 2" 1-1/2" 3/4" 1/2" 5/4" 1/2° 015HNA5HER 51NK -- 5/8 „ -- 1/211 -- „ 1/2 WA5HER 1-1/2" 2"1 1-1/2"1 514"1 1/2"1 5/4" 1/2" N 0 NOTE: CONFIRM REOUIRMENT5 ON ALL ITEMS PRIOR TO CONSTRUCTION. PLUMBING FIXTURE MAX FLOW RATES U U A -NORMALLY OPEN O TO LETS: 1.28 GAL PER FLUSH SHOWERHEADS: 2.0 GAL PER MINUTE f MOTOR DAMPER (IN LINE) S SYSTEM FAN/COIL UNIT BATH LAVYS: 1.2 GAL PER MINUTE f� a�<<<<a HALL MOUNT ELEG KITCHEN FAUCET: ' 1.8 GAL PER MINUTE: (2.20PM TEMP PULSE) �- f WALL EX I STING FIXTURES SHALL BE REPLACED WITH GOMPL I ANT UNITS f PC 1501 cHECKIM BY. HTR P. COLE f g84.b5 2183.11 I. PROVIDE ALL MATERIAL $ EQUIPMENT AND PERFORM ALL OPERATIONS NECESSARY TO PROPERLY COMPLETE PLUMBING II y B1 B -NORMALLY CLOSED MOTOR 0 0- ° PIPING, FIXTURES AND TRIM INDICATED IN THE DRAWINGS, DAMPER (TEE TO� SPECIFIED HEREIN, AND AS REQU I RED TO COMPLY WITH STATE 4 OUTSIDE w/ RAIN FOOD). LOCAL CODES $ ORDINANCES. N2 Op D -MULTI SPEED FAN 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE - - 1580 4 850 GFM TECHNICAL DESIGN OF THE PLUMBING SYSTEM IN ACCORDANCE 1:2x1b"-� _ DAYTON 46117 OR WITH THE DESIGN SCHEMATIC DRAWINGS AND IN CONFORMANCE WALL f EQUAL. WITH ALL PERTINENT REGULATIONS. FOLLOW DESIGN SCHEMATIC S u GRILLE IE 2�i�5.lb DRAW I NGS OR SUBMIT SHOP DRAW I NGS SHOWING LOCATIONS, S 1 ZES AND MATERIALS OF SUPPLY, DRAIN AND VENT PIPING. NATURAL HVAC DIAGRAM 9 THIRD LEVEL MECH. C SECOND LEVEL MECH. 3 3. WORKMANSHIP SHALL BE BY MECHANICS SKILLED IN THE TRADE AND SHALL REPRESENT THE BEST MODERN PRACTICE OF THE REFERENCE 1/4"=1'-0" MODEL 1'=1'-0" MODEL 1/4'=1'-0' TRADE. 4. UPON COMPLETION OF THE PLUMBING SYSTEM INSTALLATION, ' NATURAL HVAC - METHOD OF OPERATION - 5EE 12/Ab CHECK, TEST AND REGULATE THE SYSTEM AS REQUIRED TO �\ WINTER - RADIANT 5UN ENERGY 15 ABSORBED INTO DARK MA50NRY INSURE PROPER PERFORMANCE. GLEAN ALL FIXTURES. REPAIR OR REPLACE: ANY WORK OF OTHER TRADES DAMAGED BY THIS FLOOR. BOUYANT 5TRATIFIGATION FROM FLOOR CONVEC,TION, WOOD 5TOVE CONVECTION AND GAS HEAT CAU5E5 WARM AIR TO` HVAC. HEAT PUMP SYSTEM OPERATION, AND PROMPTLY REMOVE FROM THE SITE ALL R15E TO HIGH CEILING. "F" 5EN5E5 TEMPERATURE DIFFERENCE SHALL BE FUJITSU ELECTRIC DEBRIS, WASTE AND SURPLUS MATERIAL OF THIS OPERATION. BETWEEN "NI" AND "Nz". WHEN UPPER LAYER 15 MORE THAN 30 HALCYON SYSTEM OR EQUAL 5. VERIFY LOCATIONS AND ELEVATIONS OF ALL EXISTING WARMER THAN FLOOR LAYER, FAN "D" TURNS ON TO LOW SPEED ` INSTAL SLAB FOR OUTDOOR f E.RMIT# SERVICES. NOTIFY ARCHITECT IN WRITING OF ANY GIRGULATINO AIR DOWN THRU CAVITY FLOOR AND OUT FLOOR VENTS A'f WINDOW WALL TRAN5FERINO HEAT INTO FLOOR UNIT. INSTALL 5 WALL MOUNT BUTTE COUNTY DEVELOPMENT SERVICES FAN COIL UNITS PER MANUF REVIEWED FOR DISGREPANGIES BEFORE STARTING WORK. b. PROVIDE MATERIALS AND INSTALL I N ACCORDANCE W 1 TH THE 5TORA0E FOR LATER RADIATION. "K" 15 SET FOR MIN. COMFORT LEVEL. WHEN TEMPERATURE HYDRONIG RADIANT FLOOR SPECS. CODE COMPLIANCE HEAT I N GONG SLABS TYP Ay-�- ---- „ „ LATEST GPC.,LOCAL CODES AND REGULATIONS. DROP5 BELOW THAT LEVEL, RELAY "J" 15 ENERC I ZED TO TURN ON FAN "D" AT HIGH SPEED TO EXTRACT MORE HEAT ` \ ©��TL-BY ` -1. VERIFY EXACT LOCATIONS AND MOUNTING HEIGHTS OF FIXTURES FROM FLOOR THE. -',MAL MA55 UNTIL STEADY 5TATE 15 #1 ON ARCHITECTURAL PLANS OBTAINED INSIDE BUILDING ENVELOPE AT WHICH POINT WOOD -APPROX 210 LF 8. COORDINATE ALL TRENCHING WITH GENERAL CONTRACTOR. HEAT OR GAS HEAT MUST BE ADDED TO GOMPEN5ATE FOR ENVELOPE CONDUCTION L055E5.. FZONE PEX TUBE CONT 1. SUBMIT MANUFACTURERS DATA ON ALL NEW FIXTURES AND 5UMMER - RADIANT SUN ENERGY 15 5HIELDED BY ROOF OVERHANG AND SOLAR � VALVES SHOWING LOCATION OF EACH INSTALLATION. BROW. F SENSES TEMPERATURE DIFFERENCE BETWEEN NI AND " ' " " "145".f� S 10. INSTALLATION INSTRUCTIONS FOR ALL LISTED ;EQUIPMENT SHALL WHEN CUT5IDE 15 COOLER RELAY H 15 ENERGIZED WHICH "D" "A" ------------------------ --_--------------------^�o \�S BE POSTED AND PROVIDED TO THE FIELD INSPECTOR AT TIME: OF TURNS ON FAN TO HIGH SPEED, CLOSES DAMPER AND OPENS BOTH DAMPERS "B" DRAWING COOL AIR IN AT "BI" FORGING IT DOWN I i i ------------------ INSPECTION. THRU THE FLOOR MA55 INTO THE HOU5E AND EXHAU5TIN5 WARM AIR ------------- 11. PLUMBING FITTINGS INCLUDING LAV. FAUCETS AND SINK FAUCETS THRU FORc.ED CONVECTION TO OUTSIDE AT DAMPER 1152". ' Z 1\ SHALL BE CERTIFIED IN ACCORDANCE WITH G.E.G. 2-5314. "\/" 15 5ET FOR MAX. COMFORT LEVEL WHEN TEMPERATURE R15E5 ABOVE THAT LEVEL, DAMPER "T" OPENS AND COOL i i ' ` i i i ' ' i ---- } ' i i 1 ' 12. ALL WATER SUPPLY PIPING SHALL BE TYPE "L" COPPER ABOVE CELL PUMP "U" TURN5 ON. RELAYS "W" AND "H" ARE AL50^; GRADE AND TYPE K BELOW GRADE TO b" ABOVE GRADE. ENERGIZED TURNING ON EVAP COOLER. i ; ; i ; ; i ; ; ; i i ; i ; i I TAKAGI T-KD20 ' COMBINED RADIANT C7: NATURAL HVAC, -MECHANICAL EQUIPMENT 50HEDULE - 5EE 12/Ab SUBMIT MANUFACTURER'S DATA AND CODE L 1 STI NGS TO USE i i ' B. NORMALLY OL05ED MOTOR DAMPER TO OUTSIDE). PEX TUBING IN LIEU OF COPPER PIPE G. NORMALLY GLO5ED MOTOR DAMPER To I N51 DE). i ' i i i i i FLOOR AND L-'OMESTIG I I I m I I I I 13. PROVIDE TEES AS REQUIRED FOR LANDSCAPE IRRIGATION D. MULTI SPEED FAN 1580 4 e50 CFM DAYTON 40117 OR EQUAL. F. DIFFER T5TAT DTT 80 5T ( 5ET TO 30 DIFFERENTIAL).�_J I I I I I I I I I I i 1 I I 1 I i i I I I 1_WATER HEATER Q SYSTEM. BEFORE THE WATER SUPPLY ENTERS THE BUILDING. H. DPST NORMALLY OPEN RELAY 110 V COI L. I I I ; ; +_ 1 ; ; I ' --^^� +�� ' O GAS SHUTOFF 1 d" PROVIDE AN AGCE,551BLE: BRASS GATE VALVE AT THE TEE:. J. DPDT RELAY IIOV COIL. K. LINE VOLTAGE HEATING T5TAT. ' ' ' I ---' ' � i ' ' ' 1 ' ' �' 11_______-� I I ' ' �' DIRT LEG i i i I 1 1 ^1 1 1, 1 Z 14. ALL PIPES SHALL BE REAMED AND SHALL BE SECURELY N. 5A53 5EN50R. (NOTE MOUNT 5A53 5EN5OR5 IN I GANG l` J i i I ZONE #7-APPROX 15 STRAPPED TO PREVENT VIBRATION. ISOLATE ALL PIPING BOX WITH LOUVERED PLATE. V. LINE VOLTAGE COOLING TSTAT. I , I I t`__ ____ _- ___- --- I ; ; ; ; I ' ' ' • 1 1111 I HVAC I I , LF PEX TUBE CONT 11IIIIIIII���� FROM STRUCTURE: WITH "TR150LATOR5" OR APPROVED EQUAL. N. 5P5T RELAY IIOV COIL. + = i + 1 +_� I X111111111"" OUTSIDE 15. CONNECT EACH FIXTURE WITH THREADED STOP VALVE UNLESS OTHERWISE APPROVED. PROVIDE ESCUTCHEON AT EACH PIPE HEAT PUMP It UNIT FAN/COIL --------=_-__ __�=_�____________ NATURAL OPERATION 8 PENETRATION OF WALL OR CEILING. ALL EXPOSED PIPE TO BE ____ __________ _______ ___________ ,��II��� ______________-�• f ----- - 11 UNITS ;--------'---� ; f ---------- ------ ------------ : �. -------------� `-I CHROME PLATED. REFERENCE NO SCALE 11 i i r-----------11 i i i f---------------�t i �,----------- ------------------ ------, - i i� i i tt1 4 t (� I 1�1. ISOLATE ALL PIPING FROM STRUCTURE WITH "TRISOLATORS" ORi , ,---------- , /------------ ---- i i' 1 I I I i I 1 1 '1 z ---------------- --- - i I ' ' - ' I I I i I ' 1 1 ', '----------------------------------- NATURAL HVAC - WIRING DIAGRAM - SEE 12/Ab APPROVED EQUIVALENT.- � II"'I 0. HATER WATER HAMMER ARRESTORS ARE REQUIRED WHERE QUICK- Iz -------(---------------------------- --1 - GLOSING VALVES ARE INSTALLED. ACCESS TO ALL ARRESTORS '1 H T PUMI ' 15 REQUIRED FOR REPAIR OF, REPLACEMENT. AIR CHAMBERS J --------------- � ---------- AN/COI- MADE FROM PIPE AND GAPS ARE: NOT ACCEPTABLE:. OO i lII I i1�. i--`------ --'-t INSTALL 5/4�PRESSURE 4 TEMP RELIEF VALVE AT WATER - HEATERS -SPILL TO OUTSIDE OF BUILDING W 1 TH TURNED DOWN ELBOW AT b" ABOVE GRADE. I HIGH -___-------- i' i i i i i i i'' I'' i i i i i i i"' i" i i i r-� i i" i i ---- - OW 2C. ALL VENTS THRU ROOF SHALL BE COME31NEP TO LIMIT ROOF SPEED PENETRATIONS TO ONE ON EACH END OF THE ENTRANCE SIDE I I"I 1 I' ROOF RIDGE (SHOW CLEARLY ON SHOP DRAWINGS). IF NOT, E R5OF - j1 Z1=O�N LOCATIONS WITH ARCHITECT. 1 1' -APPROX L 15OCONFIRM NO UNDERFLOOR CLEANOUT SHALL BE LOCATED MORE THAN 20 SUMMER O PEX TUBE CONT21. ;I1IinIi;I1 --------------- -------------- II FEET FROM AN ACCESS DOOR, TRAP DOOR, OR CRAWL SPACE O ----------- -----------J ------------------ HEAT PUMP ACCESS. Low O O ------ -------- ------------� FAN/001L -------------- 22. PROVIDE A CLEANOUT SERVING THE KITCHEN SINK AND WITHIN 2 5PEED _= ZONE #b FEET OF THE BUILDING FOUNDATION. WINTER o -FAN/COIL UNITiI 25. RISE UNDERGROUND GAS SUPPLY PIPING TO I8" ABOVE ZONE #2 J ZONE #5 ZONE #4 Em UNDER LIFT CART GRADE AND CONNECT TO PRESSURE REGULATOR WITH .. 1 -APPROX 185 LF-APPROX 185 LF-APPROX 208 LF ° i l _1 APPROVED SHUTOFF GOOK. SET REGULATOR AT I I " WATER 1 N G F'EX TUBE CONT PEX TUBE CONT PEX TUBE CONT t-- ---------- ---I COLUMN. 24. CONNECT GAS EQUIPMENT WITH SHUTOFF GOOK, b" DIRT LEG �O AND UNION. WHERE UNIT IS SUSPENDED, PROVIDE SWING 1 ' JOINT IN PIPING WHERE UNIT IS VIBRATION ISOLATED, K I p HIGH O O O SPEED F®� C®�EU�I,Evv 0 E COMPLIANCE O O F C. 25. SHOWERS AND TUB -SHOWER COMBINATIONS SHALL BE NAR 10 200? PROVIDED WITH INDIVIDUAL CONTROL VALVES OF -THE 0 I PRESSURE: BALANCE, THERMOSTATIC, OR COMBINATION NOTE: TRS AND MIXING VALVE TYPE.' N.G. = NO CONNECTION 1i"E; A!33sDCI PLUMBING NOTES 10 WIRING DIAGRAM 6 MAIN LEVEL MECHANICAL 1 NO SCALE REFERENCE I NO SCALE 1 1/4m=11_01 Q mm (C r N O �oto o � o a U-) Y U Q �W (n a N H o, c) W Im U U i = U U Z a a N U U T_ a�<<<<a MGM PERMIT REVIEW 2 DM,NBY: PFKMBCT NO.: PC 1501 cHECKIM BY. DATE: P. COLE 10!28/2016 z O �oto o0 U-) Y U Q �W (n a U H o, c) W Im Fm� �1§22 `' trn 8 U w � ��� •9 wf om U W s ._ oz -1 t cc W w a)Q A• >`. two �r WV U�- �4 1� �L ° • o a�Hc .0 Lo cr) NQS' 0j .5 m c� 3 c to MECHANICAL I. REFER TO CALIFORNIA ELECTRICAL CODE (G.E.G.) FOR FURTHER INFORMATION ON REQUIREMENTS. 2. ELECTRICAL PLAN SHOWN 15 D I AO RAMMATI G. SELECTED ELECTRICAL CONTRACTOR SHALL MODIFY THE DEMON PER OWNER'S LOCATIONS AND 5PEG I F I CATI ON5. SUBMIT REVISED PLAN TO ARCHITECT IF SUBSTANTIAL CHANGES ARE MADE. PROVIDE INDIVIDUAL SCHED. FOR EA. PANEL 5. ALL ELECTRICAL IS NEW UNLESS NOTED OTHERNI5E. 4. PROVIDE JUNCTION BOX FOR LOW \/OLTAGE LIOHTING BELOW DECK AND IN ENTRY COURTYARD. J.B. TO BE CONTROLLED BY INDEPENDENT PHOTOCELL DUSK TO DAWN. 5. ADD O.F.I. PROTECTION TO ALL RECEPTACLES IN OARAOE 6. PROVIDE METER SOCKETS PER P,O.$E. REaUIREMENTS. 7. ALL NIRINO SHOWN 15 BASED ON COPPER CONDUCTORS w/ TYPE THH INSULATION. 8. USE FLOURESCENT LIOHTS AND LED LIGHTS AS SHOWN, PER T-24 AND ELSEWHERE AS PRACTICAL INSTALL HIGH EFF I CAGY STRIP L I O HT5 BELOW UPPER GAB I NETS ; I N KITCHEN. q. SMOKE ALARMS SHALL BE PRO\/IDED AND INSTALLED IN THE FOLLOWING LOCATIONS: (1) IN EACH SLEEPING ROOM (2) OUTSIDE EACH SEPARATE SLEEP I NO AREA IN THE IMMEDIATE \/ICINITY, OF THE BEDROOMS (5) IN EACH ADDITIONAL STORY OF THE DWELLING, I NCLUD I NO BASEMENTS AND HABITABLE ATTICS. WHEN MORE THAN ONE SMOKE ALARM IS REQUIRED TO BE INSTALLED WITHIN AN ND I \/ I DUAL DWELL I NO UNIT, THE ALARM DE\/I CE5 SHALL BE INTERCONNECTED IN SUCH A MANNER THAT THE ACTUATION OF ONE ALARM WILL AGTI\/ATE ALL OF THE ALARMS IN THE INDI\/IDUAL UNIT. 10. PROVIDE CARBON MONOXIDE DETECTORS AT HALLWAYS LEAD I NO TO BEDROOMS FOR A MINIMUM OF ONE PER STORY AND TO BE AC/DC INTERCONNECTED. 11. PRO\/IDE TWO 20 -AMP SMALL APPLIANCE BRANCH CIRCUIT WHICH SER\/E5 THE KITCHEN COUNTER RECEPTACLES. 12. PRO\/IDE DEDICATED CIRCUITS FOR EACH OF THE FOLLONINO: (1) OARBAOE DI5P05ER (2) GARBAGE COMPACTOR (5) DISHWASHER (4) RANGE HOOD (5) ELECTRIC OVEN/RANGE. 15. ALL COUNTER RECEPTACLES SHALL BE OFC I PROTECTED AND LOCATED SO THAT NO POINT IS MORE THAN 24" FROM A RECEPTACLE OUTLET. COUNTER TOP AREAS WITH A MINIMUM DIMENSION OF 12" IN WIDTH SHALL BE PROVIDED WITH A RECEPTACLE. 14. RECEPTACLES SHALL BE LOCATED NO MORE THAN 20" ABO\/E COUNTER TOP. ISLAND/PEN I N5ULA5 SHALL HAVE AT LEAST ONE REGEPTAGLE. 15. KITCHEN RANGE HOOD/M I CRONAVE HOOD COMBINATION SHALL HAVE A MINIMUM OF 100 CFM INTERMITTENT AIRFLOW AND MUST BE INSTALLED PER MANUFACTURER'S SPEC I F I CATI ONS. 16. ALL "FREE STAND I NO" ELECTRIC RANOE5 TO BE CORD CONNECTED; 50 -AMPS 17. A MINIMUM OF 509b OF THE TOTAL RATED LIOHTINO FIXTURE WATTAGE (BASED ON THE MINIMUM ALLOWED FOR EACH FIXTURE) SHALL BE FLUORESCENT. THE "RE51 DENTI AL KITCHEN LIGHTING WORKSHEET" SHALL BE COMPLETED AND PRO\/I DED TO THE BUILDING INSPECTOR AT THE ROUGH ELECTRICAL INSPECTION. 18. KITCHEN FAUCETS SHALL HAVE A MAXIMUM FLOW RATE OF 1.5 GALLONS PER MINUTE AT 60 PSI (A\/ERAOE). IN XH 5 TI CFM FOR INTERMITTENT VENTILATION OR 20 GFM FOR CONTINUOUS \/ENTI LATI ON. FANS MUST BE ENERGY STAR AI COMPLIANT AND PRO\/I DE HUMIDITY CONTROL. 20. ALL NEW 120`,/, 14),15 a 20A CIRCUITS SUPLYINO REGEPTIGLE5 SHALL BE PROTECTED BY ARG -FAULT CIRCUIT INTERRUPTER. 21. ALL 120\/ RECEPTICLE5 SHALL BE LISTED TAMPER RE515TANT. 22. BATHROOM LIGHTS SHALL BE CONTROLLED BY VACANCY SENSORS 25. LIGHTING IN LI\/INO ROOM, DINING ROOM AND BEDROOMS SHALL BE CONTROLLED HITH DIMMERS OR VACANCY SENSORS 24. OUTDOOR L I O HTI NO SHALL BE H I G H EFFICACY WIRE ALL 0 TELEPHONE REGEPTAGLE w/ 4 PAIR CATEGORY 5 TW 1 STED PAIR GABLE ADA: 5WITCHES: LOCATE CENTER OF SNITCHES AT 56" ABOVE FLOOR LOCATE CENTER OF STANDARD ELECTRICAL AT 12" ABO\/E FINISHED FLOOR UNLESS OTHERNI5E NOTED. LOCATE FLOOR OUTLETS NEXT TO SL I D I NO PANELS OR NALL5 NHEN PRACTICABLE (CONFIRM) ELECTRICAL NOTES' 10 9!!� PANEL BOX ELECTRICAL PANEL DUPLEX OUTLET SPLIT-NIRED DUPLEX OUTLET D DEDICATED CIRCUIT FL FLOOR RECEPTACLE GGFI DUPLEX CFI RECEPTACLE QUAD. REGEPTAGLE =@)=+48 DUPLEX RECEPTACLE w/ MOUNT HEIGHT FROM FLR. 220 VOLT DUPLEX OUTLET 220V b9 SWITCH ®+36" A.F.F. U.O.N. {� 5 -WAY SWITCH SWITCH W/ DIMMER Q RECESSED L.E.D. L I O HT FIXTURE RECESSED L.E.D. WALL WASH FIXT tfTIRACK L IOHT -LAMP w/ LED A I CHT FIXTURE WITH FAN -LAMP w/ LED FLUORESCENT LIGHT FIXTURE (LITHONIA TLB440-120ES) ® RECESSED FLUORESCENT FIXTURE (LITHONIA TLB440-120ES) ® FLUOR LIGHT FIXTURE PARABOLIC DIFFUSER FLUORESCENT STRIP LIGHTS —•—•— ROPE LIGHTS LIGHT FIXTURE CEILING MOUNT L I CHT FIXTURE HALL MOUNT BULLET SPOTLIGHT LEGAi . SPOT L I O HT FIXTURE LIGHT FIXTURE WITH FAN CEILING MOUNT EXHAUST S=AN JO JUNCTION BOX DISCONNECT SNITCH (FUSE SIZE PER MANUFACTURER.) ® EXIT SION I� THERMOSTAT T.V. GABLE RECEPTACLE TELEPHONE / DATA REGEPT.. O THERMOSTAT 0 SMOKE ALARM (120V w/ BATTERY BACKUP'') COMPLYING WITH UL 217 $ INTERCONNECTED © CARBON MONOXIDE ALARM (120\/ w/ BATTERY BACKUP) COMPLYING KITH UL 2054 4 INTERCONNECTED ELECTRICAL LEGEND 1 7 THIRD LEVEL E LEC. 6 MODEL 18=11-0m (N) 1 -LEC SERV I GE ENTRY PANEL -220V 200A )tFI �FI A 'EY ILII (N) ELEC 5UB 31;' ,:' L -22OV f, 100 i — FL040£ 69'qp '• �IQJ 71-L) j L, LL LL --- --- \ --- --- --- --- --- -. 1- ON DECK P05T H MAIN LEVEL ELE SECOND LEVEL ELEC. 3 - MODEL1'=1'-0' (E) ELEI� SERVICE ENTRY PANEL PERMIT # ' -A BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED PO -13 CODE COMPLIANCE MATY�"7 BY E., P�v1Ev vsnn NAR 10 FOR CODE 4Ur, TR8 AND �S�CCtIATE;' A CTRIIi,/—\L 1 Q Cr0 � r N O \ i p � o co i a �w r C/) N H 0 o W m �- m U U i £ ; i U U r i , P�v1Ev vsnn NAR 10 FOR CODE 4Ur, TR8 AND �S�CCtIATE;' A CTRIIi,/—\L 1 Q Cr0 � r N O �oco p � o co DYv a �w r C/) N H 0 o W m �- m U U U U Z a a O z z O O � U U 1<1 PERMIT REVIEW 2 DnA,NBY: PPDJECT NO.: PC 1501 CHECKM BY: DAM P. COLE 10/28/2016 Z O �oco co DYv a �w C/) L) H 0 o W m �- m d W �N w Lo�� w rn 8m>W a W w coo ow�� Liu � o i .WV a:cc U3 L T- 0 3 J; s Q as mmmmmmi a' ELECTRICAL -7 MEMwE _ 1 M C .�