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B16-0384 040-670-003
__ __ I I --,------ - ________._______, - I - - I 11, -1 ; I I . "��, I � _� I , I � I I - I F__ , I I I I . I I I I . I I I I I . I I - � - I I I I I . I I I . , � , � I I I I I � I i I I I I � I I I I ARCH E 1 � I I i . I I I 11 I I I i- 1. �e I � I I I I I I � I � I 11 I I I � 90"x42" I I � � I I I - I- I I I I I I L_ 11 1 51- Cl" . I I RECEIVED I I I I , 5. '. !_ I I AHILE EVERY ATTEMPT HAS I _( . 511-4. -6" 5 S. , I Q il !''::,�,:: ::�: I I A . 41 L 51 .L . 6ARAC7E \ I BEEN MADE IN THE I I -----I POOP, I DOOR I I PREPARATION OF THIS PLAN I � 4 wNffi0ww"0M0#": � am I I I I I � I I , OPENER I - OPENER I I I APP, 0 6 2016 1 1 Elm-, TO AVOID MISTAKES, THE I I I � � . I � VIEFERREP SUBMITTAL: - I I 1.) MAKER CANNOT WARANTEE I . I I FIRE-RESISTANT CONSTRUCTION: I - I 1, I I SUBMIT TRIELLIS-4-0-OURT TYARV 5"XW STEEL POST I I TRS AND ASSOCIATES I ACPAINST HUMAN ERROR. � 1 J THE &ARA(SE AND/Olk CARPORT SHALL BE SEPARATED AS REOUIREP BY TABLE . I I I I 1 2.) BUILDINS CONTRACTOR / I -1 I I R302.6. OPENIN65 IN ISARAISE NALLS, SHALL COMPLY INITH SECTION R502.5.11 riALL TO BUILDINC7 DEPT. FOP, -___,__,�,� . I I I I n - I HOME ONNER TO REVIEVII AND TmRovisii R502.5.3. -f-tX,A"-ORT-r7F--eAtP-,A-TION.- I I I APPRO\/AL PRIOR TO - 2 I VERIFY ALL DIMENSIONS, Z_6,ARA_0f_ NPIO I I CONSTRUCTION. I I . - - - � - - - - I I r - - - - I I SPECS, AND CONNECTIONS I � I A. -FROM THE RESIDENCE 4 ATTICS: NOT LESS THAN 1/2 -INCH ISYP5UM BOARD OP. � � . . I- 11 - r i =14 1 BEFORE CONSTRUCTION I , EOUIVALIENT APPLIED TO THE OARAISE SIDE. -1. I - - � - SECANS. � I B. FROM ALL HA51TABLE ROOMS ABOVE THE iSARAGE OR CARPORT: NOT LESS THAN I I . . I I - . 7 . F - - - _ - - - - -1 I a.) I I 516 -INCH TYPE X C7YPSUM 50ARD OR EIGUIVALIENT. � I I I I - - Pr_ I I- - - _111 - - I I I I I C. 5TRUCTURIEW SUPPORTING, FLOOR/ClElUNIS ASSEMBLIES USED FOR SEPARATION I I . I ::F, I - -I 4. Wx ro I I I I I I . . REGUIREP BY TH15 SECTION: NOT LESS THAN 1/2 -INCH *YP5UM BOARD OP, EGUAL. I � I - I . I V I � � M I f, 1 4.) DRAFT11NO BY: I I I I I i , I I I I I � V , � I V. &ARAGSE5 LOCATEP LF -99 THAN 5 FEET FROM A VNELLINIS9 UNIT ON THE SAME LOT: I I I Iii- 7 , . I Ito I I I I I I � I I � NOT LESS THAN 112 -INCH 6YPSUM BOARP OR EOUIVALENT APPLIED TO THE . I I I .1 I I I t�,p 7 ± P13 . . %0 6ARAiSE - VaOR- I I I I I U!" . C INTERIOR SIDE OF EXTERIOR PAIALLS, THAT ARE P41THIN THIS AREA, I I 0 1 1 . . . .......... z . P . � 0 1 ; ARAerz FLOOR BACKLO THAT POOP. I ��� 11 1 2) UNPIER-STAIR PROTECTION: ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL I I � > I (MIN. 50 - IN I P M LAND ON APRON 3/4" BELO OARAOE FLOOR. I 5.) M9H I . I I � � I 1 2) FINISHIP 'SARAOIE POOP. O'.FtHIS To BE V � I I � (SSO) 611 I -0589 � . HAVE AALLS, UNVER-STAIR SURFACE 4 ANY SOFFITS PROTECTED ON THE ENCLOSED I I I I I I 4"x4" STEEL TRELL15 0 2 4"c1r. OVER I � I � I > I HOR C I I SIVENITH 1/2 -INCH &YPSUM BOARD. R502.1 . I I I DIRECTI N SHOP. MR IN HEI6HT S 2"NAR OI?4ER THAN r4itITH I I 5.) FIREBLOCKIN6. IN COMBUSTIBLE CONSTRUCTION, FIREBLOCKINS SHALL BE PROVIPF-P I I I I WX8"5TEEL RAFTERS 0 5'-W C/C. OVER �,> 7 0 TRA EL) I � OF 6+A&F DOOR SIZE. I 1-1 TOAMORE VAILLEY ROAD � � - - - _b - - - I 5) PROVIDE SOLID SLOCKINS A� CENTER OF DOOR I I ICHIC-0, CALIFORNIA III 5 911 5 I I I TO CUT OFF ALL CONCEALED DRAFT OPENINSS (BOTH VERTICAL 4 HORIZONTAL) 4 TO � I � I I I Wx 1 2" STEEL HEAVERS 1, . 1. 1 -5 7 � . 7 1 9> FROM jHMADER TO A 14'ABOVE TOP HB (0.) LYNNSMITH5 2 6ATT.NMT I , I FORM AN EFFECTIVE FIRE BARRIER BETIMIEEN STORIES. 4 BETNEEN A TOP STORY 4 THE � I I . V � . . .1 I I I OF DIOR. Nlmum rp I I I . I I ROOF SPACE. I � 1 4 VI> It 5 1 4- - FIRES INOOD-FRAMP-��$-TLP,-VC,TJON.-IK-THE-FOLLaYiINIS, I I I I I HE I . I � I LO ATION_5_95_02_LJ� I I � I - . - � - , .1 - V - - � I - - --- - - - I - - - - - - - I I � I A. I CONCEALED SPACES OF STUD AALLS 4 PARTITIONS, INCLUDIN& FURRED SPACES 4 1 � 17 _1!_O1 r . I ... � - � �111 7 - .....10 ... I - I - - - - - - t__ - - - - - V II 111_-Q�_ -a- RNEIRSY OALOS BY: PARALLEL RONS OF STUDS OP, STAGiSIERED STUDS, AS POLLOY49: I I . � � W, V �' � I � I > r- 4 . 1) VERTICALLY AT THE CEILING 4 FLOOR LEVELS. I I . I P1> I I � � I r � . . 7 V 1 77 �;, , 110050 I . �111 I : I . . I . I i . � IL � rk 1,I)o 7 ,Iii, ke I - 1 2) HORIZONTALLY AT INTERVALS NOT EXCEEPINICS, I 0 FEET. . 15!-4* 1 . 14'-6" . 1 151-61 . ,_ 24II-0" 1 ;z I > I .. I P =6.6- ___11r" 1 6 7 � V 7 I I ' I , 6 I '1* 10K CrOLVIEN SUN ' . . I - - - - ___4_ - . r . PROVIDE KEYLF-55 , , . 7 9-- - 'k � I t_1 B. AT ALL INTERCONNECTIONS BETIAIIEEN CONCEALED VERTICAL 4 HORIZONTAL 4 . r7_ 1 . 15 L-4.0' . 7 p ENTRY TOUCH PAD . � I -4a I � W_ DISSIONS I SPACES SUCH AS OCCUR AT SOFFITS, PROF r-EILINC75 4 COVE CEILINeS. I I I . I � I 7 .'' 7 1 , . I I . I I . � - -111111 I C. CONCEALEP 5FACF-9 BETNEEN STAIR 5TRINISERS AT THE TOP 4 BOTTOM OF THE I 111-0* � . _f1_6"__________,. W -W . . C11 -s" . 12'-O" � . 1 !--^- 1�, 7 , AA � I I > I , 00� � , STAIRS SHALL COMPLY V41TH SECTION R302.1. � , L_ . I I - . ------- I . �_ I I � � . . 7 ��, �, I 7 � . 7 I �01 0 � � . .. I > V * L 7 . V . . V I I � I I 1�00 *4� MAX . RUN. ENCIL05MV SPACES UNDER I � I 1 '11CF11 � � . 1>�, r T'N . I ,> I , P V, .1 - ,�, W -O* . 14'-O" P � I I SHEAR,rz- 4 . . I > , � , , A, I I 11 � . . I RAMIREZ V. AT OPIENINISS AROUND VENTS, PIPES, DUCTS, CABLES 4 AIRIES AT CEILINis 4 FLOOR � I . � V I � . I � � 7 LEVEL, r4ITH AN APPROVED MATERIAL TO RESIST THE FREE PA55A4S1E OF FLAME 4 1 sp 1 10 - _�_ - lIt! - - - /- P . V . I - I I . V , � . I I I I ELEV. � . I � . . ,. > � . � 1 7 1 . . t> I . � I � I I � I I L FILLIN(5 THIS ANNULAR SPACE SHALL IS% 10S% 1 7 . , . V � � 11;1 I PRODUCTS OF COMBUSTION. THE MATERIA 0 . I . I I I V I � 7 V , L NOT BE REQUIRED TO MEET THE ASTM E 15 6 REOUIREMENT5. PLUMBINO�NOTES: I - - . T�, > V 7 1 1 1 1 t I . > I L . 7 1 . I I> I . I I I I I-. FOR THE FIREBLOOKINIS OF CHIMNEYS 4 FIREPLACES, SEE SECTION R 1 005. 1 III. I 1.) EACH PLUMBINCS, FIXTURE 4 FITTIN& SHALL MEET REDUCED FLON L-1 .51 I . OP I V , > . > 52-- 7 . .1 . 1 �7 > . I . RATES SPECIFIED IN TABLE 4.503.2. 1 1 1 1 IV I I ��� .� I I V I > I I � I �z I I 6111 I 7 I �, VI 7 . . I I - - - I- - - - I I . I I � I I 116714T, \/F_NT_1LXTlON 4 HEATIN&: 2.) Y4HF_N SINGLE SHOAEP. FIXTURES ARE SERVED BY MORE THAN ONE 0 6 0 � I � 71 I = � I V . > V I I 1> V I . SHONERHEAP, THE COMBINED FLON RATE OF ALL THE P6509H � . . 1> 11 I LIISHT4 Y NTILATION-9-50-5; I 51HONERHEAPS SHALL NOT EXCEED THE MAXIMUM FLON RATES -1 - ______ __ i - ..f - I -1 � 41 I I F - - - A 7 V , � > 7 . 1, 1. I I 1.) ALL HABITABLE ROOMS SHALL HAVE AN AiS&REISATE ISLAZINis AREA OF NOT LESS - b - 7 � I . I I . I I � THAN 6 PERCENT OF THE FLOOR AREA OF SUCH ROOMS. NATURAL VENTILATION I SPECIFIED IN THE 20 PERCENT REDUCTION COLUMN CONTAINED IN xl��� I - = - I . I I > V 17 � V I � .,> � I> � I SHALL BE THROUiSH AINPOAS, DOORS, LOUVERS OR OTHER APPROVED OPENINGS TO TABLE 4.505.2 OR THE SHONER SHALL BE PIES16NED TO ONLY . Ir > V I I . I > I � V 7 I � 7 1 � I I THE OUTDOOR AIR. SUCH OPENINC79 SHALL BE PROVIDED Y41TH READY ACCESS OR - ALLON ONE SHOAERHEAP TO BE IN OPERATION AT A TIME. LAMV_JN0$: 1 """"_7 7_7 1'�� , , 14- 1 7 - I V > . P . � I I t� , � . 7 > 7, . . I SHALL OTHERr4l5E BE READILY CONTROLLABLE BY THE BUILDING OCCUPANTS, THE EXC-EPTLON: THE MAXIMUM FLON RATE FOR SHOINERMEAE79 NHIEN THE LANPIN& AT AN EXTERIOR I b I . 7 P. I I I I I I I . I % VI> 7 - MINIMUM OPIENABLE AREA TO THE OUTDOORS SHALL BE 4 PERCENT OF THE FLOOR I USIN6 THE CALCULATION METHOD SPECIFIED IN SECTION 4.505. 1, POORAAY SHALL NOT BE MORE THAN .1 11 ,� GARBAC7E CANS L-4.0'' � 1C> . . I I � 7 � P, I> I � � � I P . I � I .11 � I I . I , P I AREA 5EINr7 VENTILATED. ITEM 2,19 2.5 ISPM * 50 P51. 7.75 INCHES 5ELON THE TOP OF THE v I I � I I I I . I I., I I > � V . V V I .1 f> I I I > I � I I 1 2.) APJOININ6_A_0Q_M_5: FOR THE PURP05E OF PIETERMININ6, L[OHT 4 VENTILATION I 3.) PLUMBINC7 FIXTURES (INATER CLOSETS AND URINALS) AMC) THRESHOLD, PROVIDED THE DOOR, I I > V I I I I . I . I . I > I � � IV 1 7 1 1 1 . . I III I REGUIREMENTS, ANY ROOM SHALL BE CON51PEREP AS A PORTION OF AN ADJOfNfN6 I FITTIN&S, (FAUCETS ANP 5HONER.141EA05) SHALL MEET THE OTHER THAN AN EXTERIOR STORM OR V 7 to 1/2 LITE . 7,> I VP . I I I I I � >� . . P, I I V I . I , . I I I ROOM NHEN AT LEAST ONE-HALF OF THE AREA OF THE COMMON )NALL 19 OPEN 4 STANDARDS REFERENCED IN TABLE 4.505.5. SCREEN DOOR, DOES NOT 5AIN6 -9. ,0 SAFETY � - - - V t�, 7 t> I I I I � I I I 1> 7 V I � . > . � ,!I UNOBSTRUCTED 4 PROVIDES AN OPENIN& OF NOT LESS THAN ONE-TENTH OF THE 4.) A 4"PRAIN is P-Eoumev FOR BUILPiNes PROVIVIN& MORE THAN OVER THE LANDIN6. I I I io 01-A!55 r__ - - - - I � V V 11> 1. 11 . I I I V . . . 7 V I I I FLOOR AREA OF THE INTERIOR ROOM BUT NOT LESS THAN 25 5OUARE FEET. R505.2 THREE NATER CLOSETS PER 201 3 CPC TABLE 1-5 FOOTNOTE 4. � I I I I I I M COORS ATER HEAT NOTES: NOTE: . > � I � I > . V I 11 V . 7 7 J> I . I � . 1> r I 1�1 I � � I I I 7 � I I � I I I I 5.) SATHROaM_5: BATHROOMS, NATER CLOSET COMPARTMENTS 4 OTHER similar - __ _,. r I I I � CQN0. STOOP PROV117E THE FOLLONN6: OIAINER 15 ANARE THAT THE . 0 1 1 t, V . I � 7 I V I I . � . t, � 1, I V ,�, , I �� . . I . V I 1) VHOSSTItUr,TIW 120� MCCEPTA41-11! NITHIN 5'. . I . . I > I V � � I . - . ROOMS SHALL BE PROVIDED IAIITH AG6REISATE &LAZIN6 AREA IN NINPON5 OF NOT I � I . . I I I I I V � 1 7 (MIN. 3 WIN 2) aATesoRy w or IV VENT. oft Type IS VENT V41 STKA*HT PIPE C.CAR.'S DO NOT ALLOri ISARBAISE I � I I I I > . 7 1 . I I LESS THAN 5 SGUARE FEET, ONE-HALF OF NHICH MUST BE OPENABLE. � I � I . > I t, I PlICECTION v � I BETMEEN OUTSIDE TERMINATION 4 AHERE VIATER HEATER 16 CANS TO BE VISIBLE EXCEPT ON V -V I> I . b C � 1> V V 1 �7 1 - , I I > INSTALLED. I I 7 V 15 I � � I - � � I - I EXCEPTION-. THE (5LAZED AREAS SMALL NOT BE REOUIREP 10"IHERE ARTIFIOIAL LIISHT 4 . I I ) CONDENSATE PKAIN NO MORE THAN 2'HI&NER T14AN THE BASE OF 111� I I ` VRIVEY4AY V I � I V> 7 I I n, T I . r ,,b OF TRAVEL) ISARBA6E COLLECTION DAY. . 11 T, I -1 I I 7 I V I . I � T14E PIATER HEATER T14AT ALLOnS NATURAL ZIRATMA45E NITHOUT I . . I I i6 � 7 - . � I . . I . � . I I LOCAL EXHAUST SYSTEM ARE PROVIDED. THE MINIMUM LOCAL EXHAUST RATES I L- 1 3.2 5' . . > I ' - . b � . .. IV 111�&"X&" PUMPASSISTANCE. � I i> . � . . . I - . 7 7 � � , V I � � � � I . � I � SHALL BE 50 CUE31C FEET PER MINUTE INTERMITTENT OR 20 CUBIC, FEET PER MINUTE 0 . I 0 . :) SAS SUPPLY LINE W A CAPACITY OF AT LEAST 200,000 BTU/HF. I 7 I � 7 1 1 1 . I I I CONTINUOUS VENTILATION IN ACCORDANCE NITH THE CALIFORNIA MECHANICAL "' P CONCRETE PATIO 7 t, V - . 7 1> I . � I I . . . III, . I . . U7 > I > . . I 1 . I � I 5) PROVIDE SEISMIC 15"CM& FOR WH AT LOGATIONS FQUAL TO . IV � . � I . 1 7 V I > , I COVE, CHAPTER 4. 1 1 V7 1 � . V r . V 1�. I THE TOP 4 BOTTOM I /S Of ITS VERTICAL DIMENSION. STRAP . . I . t� I I . 7 P . � I I 1 7 -? ______ V __...111 --- I 1> . I V 7 . "ALLIBE A MIK Or W ABOVE CONTROLS. I I 7 . I � . I 1�> . I � J> I 7 I I I I 1 5. 1 H �- I . . . . - 1 4.1 Ip I I b � . I I 6) COMBINATION PRESSURE 4 TEMPERATURE RELIEF VALVE TO � I V> � , I 7 . 1 7 1 . � I I I V IMF OUTSIDE Vi/ UNTHRFADED PIPE FACAN& DONNVIARD BETFIEEN b' I I - 7 1�> I I I � I . . I I> I , �� > V I . � I I I 1.) EVERY VNELLINC7 UNIT SHALL BE PROVIDED rilTH HEATINCS, FACILITIES CAPABLE OF __<�)_ I I � � j P . I !:� I Q TO 2W ABOVE OROUND. I _6AR�A_6f___P_0_0_R- � � 7 7 I > V � > . _/ . � � I � . I - V V > 7 I MAINTAININIS A MINIMUM ROOM TEMPERATURE OF 657 AT A POINT 9 FEET ABOVE THE 1 2 SHELVES I I 1�1 7 1 V P, 7 I I � 7 .;: I - � d) I 11 1�1401_11 OARA&E FLOOR BACK � 0 THAT DOOR I V V I P V � > I . I I . I I � I 11 LANDS ON APRON 5/4* EM�.OV SPARAGE FLOOR. . > I I FLOOR 4 2 FEET FROM EXTERIOR NALLS IN ALL HABITABLE ROOMS. R503A 4 2 POLES � I � 7 I> V I I . . - .- 43 1 E IN& TO BE 1 * . 11> I I � r V I � ICI . � I I � I I I � I 7 C> V --,�& 1 2) FINISHED SARAOE DOOR OPE t> . 7 7 , 7 I � , .. I I � VLj131U/V I - - � I 's 'C', 'Q SHO � I I I > , OEILINGIt HEI&HTSI: -wQ - � � 7 - 1> I .f% RTER IN HEI($HT 4 2"NARRC INER THAN AIDTH - I I ABLE -15f! -, ,-------- . I A. 4 - ...... 1, , I 11 � I V TIPW CAR. &ARA&E i I V 01VISARAIsE DOOR SIZE. . I > . V, 7 7 . .�) I I � A-rCE- Un . � � L> I � I - 1,6�._;,,eC, PROVIDE SOLf"LOCKINIS AT CENTE1,Q, I OF DOOR I I I I I I , I � I � - I 0 %A I I I I I : I I 5) I I 17 . I � I - - HALLNAYS, BATHROOMS, TOILET ROOMS, LAUNDRY ROOMS 4 PORTIONS OF BASEMENTS I I .1 LU JU V I V � I,, > 1, I . I . �0 CONCRETE SLAB FLOOR I FROM HEADER TO A MINIMUM 4 IF 11 4"ABOVIVTOP . 7 i> I - I . > I . � � U7 1 1> � tF I I V kv � I G� CONTAININ6 THESE SPACES SHALL HAVE A CEILINC5, HEIc5HT OF NOT LE59 THAN I FEET. > -4 I 1 7 .17 I I I . . �> � SHEETROCK YqALLS 4 CLG. I OF DOOR. I I � V , V . I 7 � . I I ( � ) -10 � I � . . . I � 7 . � I I . I � I yu. In LU I .. V 7 1 � I I - I - - I � 1 2> � I �9 � I 1 ON � - I . 1> � I I � � I I I I to . I . I I I . . . I V 7 . I I I> , 1 691 M - is " . I � I I �0 I P I 7 I V I> , 0 1 . � . - . . . �p . I V � I I - . 1> ��o -EV CEILIN69, AT LEAST 50 PERCENT OF THE %a %n t> I 0 , I I . > I V P 1> � I 1.) FOR ROOMS NITH SLOf : REGUIRED � 111 I � 1/151� I I I � I I . V ' V I > I � � . . I � , I . , 6 /1 FLOOR AREA OF THE ROOM MUST HAVE A CEILINIS HEIiSHT OF AT LEAST "T FEET 4 NO I . � 7 , . to . 7, � . I > 7 I - --- �f -------- ,-,--,. I I � 1. EX H AUST_DVre_Tr2_. 1U P400D OR L-cf.S' '14 I . __�] V V I � . 7 I ... , , � I , , " � R505 1 L- 1 2.51 x (L I TYF_ P V V 10. . I > � P �;b : 7 � 15 V �v EXr�EF_TJ0_NIS_- �> %n CLOSET I I PORTION OF THE REOUIREP FLOOR AREA MAY HAVE A CEILIN& HEI&HT OF LE55 THAN w >-I , I I 11 Spi , 7 . 1>, - . b � .. I I � � I �>, . N ,> . I � I > . >1 7 I V , " , , "i , \ \\ I 1� \ 1:-"�� .� ��,`, � ", �,\, � r I TERMINATE -113 RESILIENT i< I V . I ,,�, i> . . .1 �i'L.6.5. 4* 6ARAGE I I . . V 7 . I I I 15 V . . . . I . I"\ �, �, - \ ,,,t�, , \\�, I I'\ � 5 FEET, .31 7 1 1 1 �'11 � I 17 . I I . \,"\\, "\\,< " , \ \\ OUT51PE OF THE x IIL FLOOR 7 I I 0 1 P I . I V I Nv__kll�� . . I I , \ � \ \\ " 0 cl tu � . DOOR I - , I , � 2.) BATHROOMS SHALL HAVE A MINIMUM CEILIN6 HEICSHT OF 6 FEET 95 INCHES AT THE BUILVINC7 Vi/ I w _j I I V,> � . ,>, I 7 - I \ � , - 1, 1, \\ ' I T-1 i V � I I . LAUNDRY � � . , ,> . . I - . I I i5 . I ,�\ " , 1, , - I V V> I - OFENER . 91 . 1\ \ \,\\"' ' " \ \�" � '> \\�\,�,\�'\,\,\,\ CENTER OF THE FRONT CLEARANCE AREA FOR FIXTURES AS SHONN IN FIISURE RSO'7. 1. " � 1> ,., ,\\�' BACK-PRAFT " � 13 1 . � . I P I . � > � I V I I . " \ \ I ,I \ � \1 ,\ I . I / SINK . I 11 I 1, " � I � , \,\, '1 " . � . � I I I " THE CEILINS HEIISHT ABOVE FIXTURES SHALL BE SUCH THAT THE FIXTURE 15 CAPABLE aL � ? 1, � t'HB I I 1 7 1 V � NOTE: 7 I V V �,\\_7_1&____1, , I �, --, , I" , � 'I" � OF BEINS USED FOR ITS INTENDED PURPOSE. A SHONEIR OR TUB EGUIPPEP NITH A DAMPERS. I b .111, . I I . 1 1�7 NOTE: V � > , 71, 7 I I 1\ " ,I � \ , ='LA'" ,, ,�� � 5/31/201(0 TERMINATE NOT � I d�. - \,\,, 51-5" I _t, - � PROVIDE 6AS, ELECTRICAL 4 SENER 6,A -P, A C7_ " O�T E 9 - > ,� I SEE PAC7E 2 FOR REMAINDER OF . >V , �� \, , , , , re ,,,. \ " L LESS THAT 5' . 1 2'-b" 1 . 51-5" IL "(0 . � . I 1) PRIVATE OARA6E5 AR�E_ TO BE SEPARATEV FROM THE . 7'. V � r V > � . I \)> � V � , � \ ,� \ \ , � "\ , _\1 '\\,-,\," ,,� :\',�,,\�,� \"\"�\\ THESE PLANS HA\/E I SHOINERHEAP SHALL HAVE A MINIMUM CEILIN6 HEIC7HT OF 6 FEET 8 INCHES ABOVE A 11 I . - - -1 � L-5.5, , STUB OUT FOP, FUTURE BBO AREA. . I 0104ELLIMS AND ATTIC, qY 1/2 -INCH (9YP5UM BOARD. . � 7 , -PARAC . . I I I 1, I , I � � V, , I � I M tu 1-11 7 . . I> .. V 111, ADDITIONAL TY40 CAP, IS - 7E. . 1. , � ,_� � \\�\ I Er, . I � I � � � ��,� � , ,\\ \ , ,,, " , � . . � � � . \ ', " ��\�,,, �,\ MINIMUM AREA 50 INCHES BY 50 INCHES AT THE SHONIERHEAP. I FROM PROPERTY 3: � . V . CONFIRM LOCATIONSW 114/ OY4NER. 2) HABITABLE SPACE A"VE A &ARAGE MUST BE SEPARATED I 7 IV 7 . � > � , -E: I'67,HTT,\�', �,\"'\\ , I I F-KF-RC7ENCI�-�Ee�C�-^FE�4-fP,F-94�-VF--- LINE OP, BUILDING I SEAT 1p I IS, I HB, . � 7 ,�, 7 I 0 .1 0 BY 5/6 -INCH TYPE X ISYPSUM BOARD. I I I I � P, I � 7 I > �",\,\`\, \\,�"\Hl I \\\\'',\" BEEN RE\/IEr4EP 5050TS , I � V I - I I � . > I I I \ I 1��", \ � , � I 7 I \� " ,� ,� > " � �:�\,\, \\, \\`\\"�, ONLY FOR - � � , 4 I I SLEEPING ROOMS SHALL HAVE AT LEAST ONE OPERABLE EMEIRSENCY ESCAPE 4 RESCUE OPENINISS. 0 1 1 - - . - I7 1 1 i_7 . � 0 5) DOORS BETNEIEN THE PNELLING 4 GARA&E 15 REOUIRED TO I - C, , -�D - ''; - - I . " " , " \ \\ \ , " , I .� - , - 11 . . ' BE 1 5/6 INCH THICK, SPLIV ICORE V40017, SOLID CORE I I r, 7 , 7 I I . \V, ,-"'\X` \ \ ,� , \��: \ \ � � I ,\ , , \�, 1, � OPENINC7. IRS 1 0. THEY SHALL HAVE A SILL HEIC7HT OF NOT MORE THAN 44 INCHES ABOVE . . 2580 r 11111111111 : : - - 01120 - - - - , / TAN _',_LE!$_5 I STEEL, HONEYCOMB C.9R E STEEL, OR A DOOR NITH A 2 0 1 I I ��v U, V 4� . I I I . I . . . . . I . I V �,> � . 7 . I , I 1�\ - , �� � \1,, t ", � \ , " " " " COMPLIANCE NITH I THE FLOOR 4 SHALL HAVE A MINIMUM NET CLEAR OPIENINIs OF 5.1 SOUARE FEET. - 1 14 NATER MINUTE FIRE PROTECTIPH RATIMS, AND BE SELF-CLOSIN6 4 r V 9> � I . . �. I r, 7 - - \\ �\ I � . I . . � 1, r =.:t i - \ '�'r��,, � \ 1� EXCEFON: ISRAVE FLOOR OPIENIN(59 SHALL HAVE A MINIMUM NET CLEAR 0 XV I V > - � . V I .. I . . � \� ,\ � - " D TL - OPENIN& OF 5 r0"X&"1___�" - L I � 0 V � ,I,, . - I ,�: \ \ \,\ ��,�,,,,,,,, 4 . � DUCTS IN THE &ARASE THAT PENETRATE THE SEPARATION > � � V I �> V � I , SGUARE FEET. BALLOON FRAME kNALLS HEATER 4) SE F-LATICHINO. I I I . � V , .1 . . 7 . I . . . ., 11 X, "c . I '\�\ 11 "" \ 11 STRUCTURAL � C> � I (I) 7 I , >xy ,�,",Kx,�,�11,'Ixl 11 � I \� '' \ ,'I\ " � I I � \ ,,, --' � > . � " 04� , "� `:�, \� 1\ I NIMUM OF - , NIDTH SHALL BE 20 INCHES. I I's co > '� '� ,- 4,0`44TIIIIX7S`� " 1, � \ I I 0 # 1 BE MS Yq/ - U . . � I . V �� *-' ;�x V . . \ � CALCULATIONS. . I , ,,,, , �, 1: , , ';�,� I _eN1N6_K]2TH. THE MINIMUM NET CLEAR OPIENINIS : NO LON(sr . V ,� I I ", 11 SUPPORTIN6 MLEMENTf OF SEPARATION ARE =R 0 1 1 . � I , , . I . i � 11 III.) " - TyrICAL I FLOOR NOT LESS THAN 24"INIVE x REQUIRED TO BE PROIECTEP. V t�_ I , "�" ", 1-i'l7r,111-741 I � � . � I 2-A LAL_, ') At MUST BE A MINIM M OF k 6 &AUISE STEEL V41TH NO oremmos V,> . _ I I , " , I ,\ "\� " ,k\\ , MINAfAUM_0f_F-N1NIj"H WH_T: THE MINIMUM NET CLEAR OPENINC, HEIC 0 SLIVINIS, BARN POOP, I -0 ATTJO-PA S_5A&EjNAY_- � 7 1 , 'I 7HT SHALL 93E 2 4 INCHES. : 2"XW T4 ECKI I57 - IN THE OARA,5r. � - I � \� PROVIDE UN0155TRUCTEP, SOLIP - I 5) I I _1 . SHEATHI G. __ - -1 I I V P .1 � , ,", � "r , THE ENIS71NEER'S 0 t P � \ : 1 1114 F M" . - � � EUWESS: I 10 MASTER M . I Ir LESS THAN 2O'IN LENGTH, FROM � PROVIDE KEYLESS 1 v I>'' - - - . . Z> - . I t�l I . V . . I 5CALE: 1 / 1 e, - v -o" I 11 . > 7 .7 � >7 1 STAMP ON TH15 � 1.) AT LEAST ONE EGRESS POOP, SHALL BE PROVIDED. RS 1 1 THE EISRESS POOP, x T LE -1 to ACCESS TO HVAC UNIT. 20 1 5 r,Mr_ I I P_RYffk_r XHAU5T: I> I . . � . . . � � I I I SHALL BE SIDE-HINSEP, 4 SHALL f ROVIDE A MINIMUM CLEAR NIDTH OF 32 INCHES b in co - BATHROOM PROVIDE 1 BEDROOM F41NDOIN Y41TH A MIN. - L_ SECTION qO4.1 I.S. �; ENTKY TOUCH PAP �, � � PROVIDE WMIN. MOISTURE V 1 7 1 . "IV. ill . I � � . I . . . � PLAN 19 VALID I NHEN MEASURED BETIAIEEN THE FACE OF THE POOP, 4 THE STOP, Y41TH THE DOOR � 10 NET CLEAR OPENIN& OF 5.1 SOFT. EXr I . . V . III I � =PTION: 1- 1\ , , \ " \, , , t> I ONLY ViITH A OPEN 010 PlEiSREES. THE MINIMUM CLEAR HEIC7HT OF THE POOR OPENINC7 SHALL NOT .1 - It W. M ri I TILE FLOOR (51RAVE FLOOR OPIENINIS7 CAN HAVE A MIN. NET -I- - - _ _j_ _ _ _ _ I \ I - ,,,.ICONCRETE STEPS � . . 7 EXHAUST DUCT V41TH BACK -DRAFT I I > . I V I 7 V - \�\, 1\1, 1\ ,,U \ I � . . - I PUCT-9. I �\ I . BE LESS THAN I 5 INCHES IN HE16HT MEA5URIEP FROM THE TOP OF THE THRESHOLD TO � 0 %0 CLEAR OPENIN6 OF 5.0 SOFT. .1 v DAMPIER- THE MAXIMUM LEN&TH I I I � 1> , . \,\\V", V,-� , . LETTER 516NED BY r--, I. "7'- 1 O" L F W-610 . 81-c'" L 5'-2" TERMINAM: P_>7 FOR. THE PRYER EXHAUST DUCT IS I . I I � . , V, , 7`7� 1� I -71NEEK FOP, I 'I � , I . I I 1\ I I \' \( THE 50TTOM OF THE STOP. N ISRANI E_±51W sj"_H�H -. MAX. 44"ABOVE FLOOR I & L-120' 2040 SKYL167H 5 L -q.& . 9. � I 1<� L-4.0' P, EXHAWBT 4 FEET N/ 2 ELBONS. I � V � , \N 7V 7 ,> THIS ENIS 2.) THERE SHALL BE A LANIVIN6 OR FLOOR ON EACH SIDE OF EACH EXTERIOR POOR. TOP 4 SPLASH MIN-OM-NNO HF-16HT: 24'. 1<� . V � Q, , oe e I OUTSIDE C = THE L, . I> � \\�, \ . � t 1 .260 - MIN. OPENINO-Y-4112-TH: 20' [;� IIIL L- I 1.5' , I I BUILDIII�& F / I . I I L/V . I � V P;. I -\\\ " \ , \ 1, \,\,i I V , EACH UNIOU UL . 7 SHALL NOT BE LESS THAN THE POOR SERVED. EVERY ;t I V � '0 I 11\1 � THE INIPTH OF EACH LANDINC I I 3 2'Vi x 1 2"H I n, 0 - � . CK-PRAFT, > I 11 . . I . 11 � . . I � , , - I I � 1-1 _11-11 LANPIN& SHALL HAVE A MINIMUM DIMENSION OF 56 INCHES MEASURED IN THE - - *1 - ,. 17 " , 41, , \ > � �, , I�P, �� C) I . I 1> � , , \, - . I DIRECTION OF TRAVEL. EXTERIOR LANDINC75 SHALL 13E PERMITTED TO HAVE A SLOP It T.P. I d) Of . N x N 2 . I � � � I ��, I V I V �,�\\ � \ I - I -1 E ARCHEP IL IL 0 1 1 I Q ,S�, I . . I DAMPERS. . I � , I 11 -\\ �� I I � ti�l � ��,�', NALL NICHE 2 1 1 , I L, � ,�,�, I %D 40 Of I Iffl, - __ ,F - - 1� 15 - . I / ,C> I 11 I ,,, . . I �f"\�, ,:,,, \1 \� - - I NOT TO EXCIEEP 1/4 UNIT VERTICAL IN 12 UNITS HORIZONTAL (2 -PERCENT). I .. I I � 7 .\ \ " \\, 1 \X\I �, In -z of �� " IF* sr . I . I F= . S.) STAIRNAYS SHALL NOT BE LESS THAN 56 INCHES IN CLEAR rilOTH AT ALL POINTS +_ I _Q!)_ )G __� � ;. I � - I I U , , \ \ , , \1 7 ,> 7 "I '7,,; 1:0 I I . I ____ > I I � P c\,\�\\\\\ ,\\,�j�\\\\\\\ I ABOVE THE PERMITTED HANDRAIL HEIISHT 4 BELON THE REGUIREP HEADROOM HIS . I . . , \ ,� � , , ' . I �,�� I ... . � _6_1�= 7 ___/ -----/-/ - 1> L__ I'll, "I", \�� \t',� .\ �� I '- I a ., = - - - - - - - - - - TOILE at -L= 'V,�Wxb 7 11 , , ,, ", 7'N', ��',\\ \ , I MASTER BEIPROOM I FORICH I - '" I 14B �, \ \ HiEliSHT. HANDRAILS SHALL NOT PROJECT MORE THAN 4.5 INCHES ON EITHER SIDE OF Y400D OR . _+ I 1 'I., T14E 5TAIRNAY 4 THE MINIMUM CLEAR. NIPTH OF THE STAIRNAY AT 4 BELOIN THE . RESILIENT FLOOR CONCRETE SLAB FLOOR fXHAU5_T__PV,CTS: ID / � . " " I / I IV", ,. ,11 , 7_7 I r___1 I V . I .� - W-6 L 0 � � 10 I �, I " "-, 'I, I � I , ,\� �\ t> ro \ / ;. TERMINATE 0 25 N "" L_ L__ I I \ " 11 " �_W' HANDRAIL HEIISHT, INCLUPIN& TREADS 4 LANDINSS, SHALL NOT BE LESS THAN 3 1 1/2 �t I STUCCO Y4ALLS 4 C,L(5. 51 HALL Q I I i" 1, I 7 I x \ ", ,, �, ,\ , 1, , \ ,_ " . I I I SEE ENVIRONMENTAL < � tiouss I co b I � I 1� "", � ", \ ", \ . in I .1 I "I LU , \ � ,'�� " 1, V CHES V4HERE HANDRAILS I " NORY / "'A' � T - E., I I � � " ,,, v \ - INCHES Y4HERE A HANDRAIL 15 INSTALLED ON ONE SIDE 4 21 IN OUTSIDE OF THE -1 I L' , / > �, \ , ,,,� . ri NOTES 10- 1 2. � :'':� I 1/1 , , I �� I . L Lj ARE PROVIDED ON BOTH SIDES. -1 \4'-2- �/-_b 6 N 1 . MILiSUARD ESSENCE TRANSOMS BUILDINISS Al %b T TILr_ FLOOR ---- = I co 01009.0 .1 I I I " /1'' 11 , �, 1, �', / 17- 1 \ t> I . -A 10 I I Ml ,SUARV ESSENCE 547. DOORS BACK -DRAFT �_ 43 ITE +5 W ____11 i " TILE FLOOR IA . I I I I �'/,/:,' `IIIIII- ", �', I 71 - . v I , / I I _X "''Ill FIRE_ SPRKI-�;LERSY5TEK M MULLED TOISIETHER DAMPERS i,- .t SPLAS, 1 4' IMIALL x I �1, I , " �711 1 1 1 ///1 \� "� -� , ,\ , \ , ', �, 1.) AN AUTOMATIC RESIDENTIAL FIRE SPRINKLER SYSTEM SHALL BE INSTALLED. IRS 1 5 I 10 211; I "'i'll ( r %a 15A 1 ___ \11, LzEi� x " I/ �� 1. I V/ I " /I 2�1 P < M ,\ ,< " I I / �1_1 I I 9> 4 �ONO '1624FX 17624FX < N 7 10 . ___ I ,/ �, " - I I / I I ,�/ - \ EXCEIFTION: AN AUTOMATIC RESIDENTIAL FIRE SPRINKLER SYSTEM SHALL NOT BE M 1 ,4,�� � Q LAUNDRY In / I / " 1 > �, 1/1 1 I , , SIN 15 Do 0 TI1 JK I./ " 1 I I -/-1 I I 1 --4,%a REQUIREP FOR ADDITIONS OP, ALTERATIONS TO EXISITIN& BUILVINISS THAT ARE NOT BACKINIS7 � __ . to I () _9��;, ,o< . , " 1: /"", 1:�`/,/ I .INKLER SYSTEM. R515.2 8-4 FOP, TONEL I . . I 11 / N t 1 (5) 12*V SHELVES 0 - I It , .. I . - A V ALREADY PROVIDED P41TH AN AUTOMATIC RESIDENTIAL 5PIR ( f , a- - I � � � V . 1 2.) YiHERF_ INSTALLED, RESIDENTIAL FIRE SPRINKLER SYSTEMS, OR PORTIONS THEREOF, t � BAR 0 44' - - NO 1% �,,,� \� \\ " , . I I I BARINI DO R \ ,,� �11A I I . �, , I � � - --- LU - I . I I � , '' �, � , \ - I I - 0-s"iTE � I . "', , r � , 1 ,4 \ " P I SHALL BE IN AC,CORVANCe Y41TH NFPA 1 SV OR SECTION IRS 1 S. 91 b IN6 5A > I- TOP I SPLASH 0 b I 1� - LU -, \1 \, ',III 1 17 \ \ , I SLIP - F .1 I '\_�,,�, V , M J � 52"x'70" I TY_C5LA55 DOORS I b PANTRY w - i , \,\\", I > SMOKE ALARMS: = M I I 11 I � - _________ ------- __ .1 01N R F EF-STANDIN6 SOAKIN I H ER VALyr- FETY ISLA / � 0 ) w 1 0 i 5 e,� - " ��,� ri T�, , -\\ V \ I I I 11 1 j SMOKE ALARMS SHALL BE INSTALLED tN THE FOLLONINIS LOCATIONS R5 14: I'a . -5 -NOTE: / � .1 TILE FLOOR L -4o, b - P I I . - M PE INDIVIDUAL CONTROL 10 I!e ��: � . A� IN EACH SLEEPINC7 ROOM. RS 14.5. 2 &PM a 50 J5 - CONFIRM TUB W PROVI U) P , - Eli ,z I ,-, . . \\ \�\ \ � 1> V , I I 0 - VICINITY OF THE THERMOSTATIC, MIXINCv VALVES, I Ito 10 EIR .. : . I \ V_ - 1 7 > B. OUTSIDE EACH SEPARATE SLEEPINS AREA IN THE IMMEDIATE OY4 ER . r 3N It CONFIRM CAS. - NOTE: DRYER . ,� . V_ I \1 . I .1 . .. V r' M , BEDROOMS. IRS 14.3 1 1 rolxro* I PRESSURE BALANCE OR Tl� _0 2" 1 , ri/ OlAll, - IM PLATE HE H ,z I t� 1, \ \ I I- -ampt U 10 �� 2.) Y4HEN MORE THAN ONE SMOKE ALARM 19 REOUIRIED TO BE INSTALLED r4ITHIN AN I COM INATION VALVE TYPE. C_PC M 0 r, 4ER t: § VENT TO TeRMINA TE 1 �7. \\"\,\\ t_ " , 7 J> , I INDIVIDUAL VNELL11,16 UNIT THE ALARM DEVICES SHALL BE INTERCONNECTED IN SUCH A . 11 1 2550 1 405.5 z I � 3 WMIN. FROM ANY I . I 't \ 11" X�� I I 6 Ai U) MANNER THAT THE ACTUATION OF ONE ALARM Y41LL ACTIVATE ALL OF THE ALARMS IN � I i . - _U_ - AR_ 0-1-"ll���sX"""""' I 1AIINVOYi OPENINIS (CoONFIR S4 0 � 1� \\,> q- JIM U_ () I . . 1-0- =1;;� - . , r . \1 \\- I THE INDIVIDUAL UNIT. RS 14.5 . . . __ � . 44I� t5/12 I I \�� 7 . . . . 505 � I I 11 I V .� P �; i SJ SMOKE ALARMS SHALL RECEIVE THEIR PRIMARY PONER FROM THE BUILDINC7 r4IRINIS 26505H 26509H . . 5050SH 6"x6" , 1 2565 O.j I> V "I \,\:, . i = I _. - . V - - - I T - - - - - - - le- I I . 1 6 0* ITE) ... -1 \,�, \\\, I . I I , I I � 1 PROVIDED THAT SUCH INIRIN615 SERVED FROM A COMMERCIAL SOURCE 4 SHALL BE I I - � I I IVORCH I I , , , . %) Z tn � � EOUIPPEP rilTH A BATTERY BACKUP. IRS 14.4 / ", \ ir"'D I %O SAFETY GLASS J> . J> () ; ;_ -6.5 7 1 1 - I 8"x 1 2* OF# 1 BEAMS Y41 .7 L-1.5" i , ., IZQ V � ,\" - ,M5 ARE PERMITTED TO BE SOLELY BATTERY OPERATED IN L I z . I � M 1> 1�\,"�\� 11, , , I . � V_ I- [ - I - --Xb- , , �' �\ �\ , ,\\ . .1 � EXISTIN& BUILPIN65 YiHERE NO CONSTRUCTION 19 TAKINC5 PLACE. .1 I I 7 � 7 2 XWT46 DECKINISS, � - IIX4 5 - 4'-b' 1 .1 I , \\ ''I � . . . I " I 1.0 � , 1�\\\� ,\�,�\� � 9X_(:!F-rTV_N5- SMOKE ALAP M - / , V _�_ , I 1 W-6 / . 41 e, I � \ , �\\ .�, 5: 1 i I;i I > Iin 7 SHEATHINC7. I 11 \ 11 5680 I , 7r V> lu ()%o CARBONMOKaXIV __ALLA_RMS- U) 7, 4 6" REF, SPACE MICRO NAVE = .----,.= -_ ______________3 � I , Izz 1� V F_ / . I t__ I � / � Ir- )_ ,J) ;) I 11 I � . . ,,,�,, � � . � I � � � . - I i 1 J FOP, MEN CONSTRUCTION, AN APPRover.> CARBON MONOXIDE ALARM SHALL BE / P> , I I V41 M20 HOOKUP OVER OVEN . � I>, I \ I 11, \ I I . -BURNINIS �_ I , . I I M. L-1 U) 10 11 I - - - - - - - - __ - I � 1__�' I -_ - , � � \ ' �"L I I \ \, \ , 1> � I - -1 INSTALLED IN DINELLINIS UNITS 4 IN SLEEPIN& UNITS IA1ITHfN VIHICH FUEL -9. I � 11 S"XS . < 'O , � ", I 11 \ 1'� ,-�\""\ I I w � . I �, I . 5 1 L I I - / D - __�_� V � \ ; a < LL � APPLIANCES ARE INSTALLED 4 IN VNELLINI& UNITS THAT HAVE ATTACHED ISARAISES. / . 7 t> I . . , I I 1, \ \ \, W I � - fp's 1 S. . / POST. V -1 0 1 N x N x I 11 SHEAR FULL HEI6HT TO ROOF .. . � . 7 . , I I - �;" �, I - \ �11,,,,,\] .� I d) < (3 5R0jNfA__V,ALVf_�N_0TE: I I I ,/b -4- %D ri I LINIFINIG, _� / &RANITE +56 �, \ / I I I � I . - . ,� � I lu -),.. Q 't 2.) CARBON MONOXIDE ALARMS REOUIREP BY SECTIONS RS I S. 1 4 IRS 15.2 SHALL BE / � I I , 9> , o , _� I I 5 TOP 4 SPLASH & X& --7- 1 V I . H ,,�' , I 7 � � INSTALLED IN THE FOLLOININO LOCATIONS.- � 0 PROVIDE IN IVIDUAL CONTROL . , , M I, NOOP OR I i> . . . I � I I V I . V I > � �> F \, \,,' 11 � � . . . I I > 1 7 V I Q� 43 1 � I . M M ATIC MIXINC7 VALVES, I � F. � E: - - I I . I I i A. OUT51DE OF EACH SEPARATE VNIELLIN6 UNIT SLEEPIN& AREA IN THE IMMEDIATE I . I . I I . I L I VICINITY OF THE BEPROOM(S). b .1 PRESSURE BALANCE OR I RE51LIF-NT OlLoo %0 � I .1 P I � . I . I I 1> I I I i .1 It 42" COMBINATION VALVE TYPE. OPC V' I In - I � I I %0 I t, I .7 .. I 1 �7 > I > y < k) # ; 5. ON EVERY LEVEL OF A PNIELLIN(S UNIT INCLUDINIS BASEMENTS. � I 0 SEE ENVIRONMENTAL � T V . � I I I - i 40 Y4ROU6HT 406.5 ,� . of 13 + ' . I V V I - � . in I> V 1> I I I L, 15 1 7 , I . %0 . I 15 � 7 . ONE LITE > I NOTES 10- 1 2. �// I KITCHEN It . V � > V � I V> � 3: -1 i , () 117,11. 1A I . I I I I I ��, . I 0 ;7 1, " [ � I > 7 I P. I ZEPLACE_S:_ III T 1.5 6PM 0 i 'O L "_l2JN_0_5_- 7 V 1> � . \,-- I 17 I " 0 tu I 1 1 .1 - / 11 V I >V . IRON C,ATF-\, I I � � t ,- ca 5AFFZ� 0 CO -1-- - - - - - INSTALL AS PEP, MF6. SPECS 4 COMPLY < 7 � 7 i �0 , ,__ I 11 � - I I I I IN 0 OP, P, roo PE71 1w T 4E LANDIN& AT AN EX' ERIOR I r> � . . � %O 9 EPI_Aj:�F_ SHALL BE PIRECT-VENT 0 > � I / --.---- _b_____ - ------ � 0 d) a 1) . � I :�� - - _.�_ r! 1 .7 , � I in 0-1-A55 I , RESILIENT FLOO 1456HALL NOT M MORE TKAN � 7 1. V > � � I 7 � I 4"x4" STEEL TRELLIS 0 2 4"r -Ir- OVER /' � DOORS i 65_FJR 11'r SEE ENVIRONMENTAL 0 PISPO5AL � N -115 IN HE"ELON TH : TOP OF THE I.. . I 7 I I 7 V � V � � \ WxWSTEEL RAFTERS a V-S"cla 0\/ER- � I SEALED -COMBUSTION TYPE. NOTES 10-12. � K 1.8 ISPM 2: v> T 4RESHOLD, PROVIDEI THE POOR, . � . > , V : wj < > . 5 1 .1 I I 1 7 Ti F-IREPLACE-S SHALL AL50 COMPLY V41TH - - - - -1 �_ C THEM THAN AN ExTER �R STORM OP, � A . � I .1 )f JS NITH U S. EPA PHASE 11 EMISSION LIMITS. M SINISLE SINK 4 0 'O �, rOORNA A � - .j ! "I � � Vol', 14 !h - Wx 1 2"STEEL HEADER � 7 &A I. APPLICABLE LOCAL ORDINANCES. < 0 60 FE71 U) I 5:1REEN DOOR, DOES I, :)T SNIW6 7 1 ,r. I ek - .1 , 1. P I . . I V5L. SINK 4 It V� I I P vl�> 1\ 5 ) > I I . I III, . � . r-,-- � V I 1111 , It , 1> ) L> . . \ I I I . I � I 4 I F.P. XTRk. I RVINAIR I - P15POSAL :�-_] 0 , ;& 7 I .1 I 1__� . 1> Flood Zone; - I W_ d- . I \11� I P 1. �> 7 m . V400V OR HIISH TPUT I I I %a in I> � � � � I P" V - � I . 0 - i Qj D kA I I ' �- m 1� RESILIENT FLOO MODEL 64 iss n N 1 � . �_ I � r> . I I 7 i I � Z li.- 0 in SEE ENVIRONMENTAL ------7ZDP RT- - - - - . -1 , . I . .1 . 1, � V . � V � I I � � I I . 1> I k IU tu < 10 I I I . V > I I I I � � I � . / > LE - 1> I I at I- a- 0 , I I � -_ � x I I = , < \5 .Z INSTALLED PER MFG9. CIAL VENTINIS7 19 I 7 I . . � P -_ ____ __ - I --- # -I. m I -1 _5 2- , I ,� I r '�>' I R WXV, - � F.I.RM.-.6f-010e) S 5" 0 f M T fj w - I , _j 0 NOTES 10- 1 2. � - - - - - 0 A 5 - - f � IF, I- P I -A j C, E_ I - , I / I . I I , I , 0 In r4 I I I I Is I 11 I N_O_TE-� SPE Iss . \ I 7 V > I > � �7 . � I . :3 1 1 / 1> � M � -1 -3 1 1 1 . I SPECS � � � RECUIRED FOP, 15LAND SINKS. r, . � I I I > V 11 I I JU 0) I 2 / V , I - - I SEE CPC, SECTION q 0 q. 1. lu 7 6 1 -1 �1< I �111 I . I 7 , 111� I 0 - LU M . - \32 r � L 7 I 7 . > 7 I I 1j I . 1 �7 1 A 7 A DAZZ CABINET III L, I 1*5* BASE CABINET 45AS L I I . � r, 7 I 1 �7 d) II,P - I I � . < 0) i * I . , ', I fr IF _i I r�, . 07AAM1TB_+_5_6_* RAN61E N1 wW- � � - ____ __ El 11 I !I!\ I It � I . V I . I PFIR I OF' 4 SPLASH 1400D 1 1 . FLOOR PLAN STRUCTURAL NOTES: < d) < . L-5.0 6 . - 5 L- 1 6.5' t> . . 1.) SEE TYPICAL NOTE SHEET SN AMP TYPICAL VETAIL , 1> � '4 1 . 1> I 880 - . I I SHEETS 90 1 -SP4 FOR ADDITIONAL INFORMATION. I < � � I 5"x5"STEEL / I � I V P 0L I - _"ZO rll� : _ - - I 1 4... � I V N6""" I - __ 10 Y-4 ",O..(:,.S .,") P"! 4 - 0 M I - K , F r - I 1 - 1\� '41 - , - I I r - __C1_ 11 - - 'r.- " , " no - ,,,, " "'IIII( , I J_ .-O. 0 0�ie%t,�S, , Lo , . O�' Q 0> ` -1 or I / I. 1� > '> 10 1 7- .1 .1\ - __ /,\, - t 1i 10 1� Lo��_ �;_ , V �, I �� - 1. If " 91---*" . � I - .' (10 %4 -4-11 - I . . . . 7- � I - I I I - __<�) V �, 2.) TYPICAL MINIMUM BEARING ViALL FRAMIN& U.N.O.- � - POST � 26509 6"xb* I 00 � ELF -4:1- SERY110E1 MMth499"9M �� r, I I rl� M � / I I - I .11 1> I ` N I ,�> �. - - I � POST I I I 1 200 AMP SERVICE � . I / I .� 1 /7 IV , �)/&,'�>,, I � . F� 5 b" CLEAR OF SCALE: 1/4"- V-0" I I 1> , I � EXTERIOR riALL: 2X& PF STUD AT 1 6"O.C. I - I I I / . P, NALL NICHE 1 2 - 16 DOOR OR ININVOY4 . j FLOOR PLAN NOTES: 7 . . I . I � I INTERIOR li"11ALLS: 2X6 DF STUD AT I 6"O.C. - / V . I - V L> , I , 4WH MIN. - -7 5* MAX. _______,__ ____ --- I . )III � ID, I I 11 I BALLOON FRAMED JAIiALL, TYP. SWIAI x WH ARCHED � � . . I I / P, / I / Y4 - - - -[ *CONFIRM LOr,ATION* AUTOMATIC RESIDENTIAL FII P,E $PRINfeLER9 ARM � V I I 5.) SEE DETAIL 1 7/5V 1 FOR TYPICAL STUD ViALL I / 13ALLOON FRAMED AL 1 4' W . I j -01 I [ I 14'-f" 11 61-61 V-0' (5) 12"D SHELVES � 1.) I I I . I Ir 11- REWIRED AS PEP, SECTION RS I 3.3 Of SV.> , t� [019n / 11 q I- /,NFPA I I / VIEFERREP SUBMITTAL: I , 1 lu lu NJ . PE516N BY OTHERS. SEPAIQ ATM.PERMIT Y41LL BE r17 � � ELEVATION AND TYPICAL riALL OPENIN6 SCHEDULE. � -4 Z_ I 7 I � / I � I 1. WJNA.1. � 'c> I I / I L- I 1.5' (BELOYi STAIR 12* ViALL I I I I I 5.) PROVIDE VINYL TUSCAN V4IN[OYNkFOR THIS � I > I > V I I FIRST FLOOR: SECSION� �00R: I / I �>i LANPINCS) I I I I I I I 7 � . . I � , � I I ( NVOrI15 AT 6'-W. b / .\ (O I PROJECT. I 11� . V 7 I . I � HOLD TOP OF ININVOY45 AT &'-O*. HOLD TOP OF Yil I I / HVAO: I I � a I> V . . 1. I UNLESS NOTED OTHERKSE UNLESS NOTED OTHERKSE . / I AT THE TIME OF IROUISH INSTALLATION OP, U�2 1 0 b I> V '� > � I � V I I / PURINIS STORAC715 ON THE CONSTRUCTION SITE 16 . i- - , . � I N b I , / AND UNTIL FINAL STARTUP OF THE HEATIN& I .1 THIS PLAN TO COMPLY NITH THE FOLLOF41116: I I . � %0 I I / I AN17 COOLIN6 EOUIPMENT, ALL DUCT AND x T 1 61-01 2'-O" . 61-61 W -O" xx 0 e 201 3 CALIFORNIA 5UILVIN6 COVE (IC15C), I I � 1'� z � / � OTHER RELATEP AIR DISTRIBUTION LL In 1 1171-61 ik . Ot A . .. LLM � - V. I � iI . I I I < I COMPONENT OPF-NINC75 SHALL BE COVERED ,J) 10 10 I I I 00 9 20 1 5 CALIFORNIA RESIVENTIAL CODE (CRO), I I V > I - I _j 0 � I I I V41TH TAPE, PLASTIC, SHEET METAL OF. OTHER. li.- N in Orr -lar- 0 zo N In tn I e 201 5 CALIFORNIA MECHANICAL CODE (CMW, V V 'C. �71 IL LU in I , I METHODS. z 00 !�Q .1 %0%0 �- e 2015 CALIFORNIA PLUMBIN6 COVE (OPO), I I 1r- �- � 5TAIR5: LU ri N � F4000 OP. 0 Ito N PIN1146 ROOM N N z I I . � V 10 3: � / I I -1 0 ENTRY 0 " LU - .. a 2015 CALIFORNIA ELECTRIC;AL CODE (CEW, � 13 z k5 i I 1) THE MINIMUM TREAD DEPTH EOVALS 1 0 INCHES. . , I -1 > RESILIENT FLOOR � � �- 1 2) THE MAXIMUM RISER HEI&HT EOUALS'l 5/4 INCHES. -0 xx SEE ENVIRONMENTAL � v Y400D OP, 1r, � � INOOD OP, I Xx > a 2 0 1 5 CALIFORNIA FIRE COVIE (CFC), � . - j 3) A MINIMUM 1 O -INCH ININVER TREAD DEPTH 19 MEASURED AT j / 2_II_NALL_+_ 6'- O" , I U_ in NOTES 10- 1 2. In RE51LIENT FLOOR I RESILIF-NT FLOOR LL U) III I I � -1 LU ; -- I THE 12 -INCH 104ALK LINE. SEE ENVIRONMENTAL QQ 0 9 2015 CALIFORNIA ENERI57"I' COVE � V, 7 15 I < T : I I 6" 25g STEEL STUDS AT 1 ro"cla -1010 SEE ENVIRONMENTAL I NOTES 1 O- 1 2. ri in - I ,I� V ; 4) A NOSINIS, NOT LESS THAN 0.75 INCH BUT NOT MORE THAN N in I IS 201 3 CALIFORNIA 6REEN 5UILVIN65 STANDARDS CODE I W LLI i NOTES 10-12. 1 %0%0 � . Ir- LU Ir - i I . 1.25 INCHES SHALL BE PROVIDED ON STAIRIAIAY5 INITH ,___--_Vi/ 6" 25g STEEL TOP 4 BOTTOM TRACKS. %0%0 (COMMONLY CALLED "CAI-6REEN) I . 0) Z < I i I I 50LID RISERS NHERE THE TREAD DEPTH 15 LESS THAN I I EMBED 2" STEEL POST IN Y4ALL AT V-0"C/C ri N . � - N " I . > � �� V LU -1 � INCHES. � I %a I ( . 5) A FLOOR OR LANDIN& 15 NOT REOUIRED AT THE TOP OF AN za I I I �, 1, I I .1 OCCUPANCY 6ROUP: PERM' IT# 44/ -03RW IL VD IL i .1 \ I 0 .,c IT NO 0 OCCUPANCY IS R5/U . V � __ __ i He . _C EVI RVICES - INTERIOR FLIISHT OF STAIRS; INCLUDIN6 STAIRS IN AN %Q §UTTP'TJ6N17f79t -_LCIPMENTSE� ENCLOSED ISARAC71E, PROVIDED A DOOR DOES NOT SNINIS7 . 0- . - OVER THE STAIRS. � � \ I I 1 43 1 b CONSTRUCTION TYPE: I � 6) SPACES UNDER 5TAIRNAYS ARE PERMITTED TO BE // I 1P .1 11111 .1 I IS CONSTRUCTION TYPE 15 \/B 1�1 RF V I E ED FOR LIVABLE: ///�///Z/l 7z///0I(///z / � (0 - P I I I IT * Is I I � . � ,> V R r1% r- 2 66 2 SqFt 1 ST FLIR PROTECTED ON THE ENCLOSED SIDE NITH A 1/2 INCH � I . . 'I, - . I t I . I . . � V . .,�, 7 I CODE- 4PLIAN I ISYPSUM BOARD. I - - 5616FX i - -Q�- I . I I � T 7 �,> � V 4 '11J, rz 1201 SqFt 2ND FLR J4 1 1 -2 . � _/,�/_/�l !I_ - - - j -j - - - - M __ T61scr- " V1_ L - - . I � � . � .. J . � _AND9ALSo-_- . . � ` 4- C7 4> . . I I DAIE . Y -d- BY ... W 5 8 8 5 SqFt TOTAL . I 1) A CONTINUOUS RUN OF TREADS OR FLIISHT OF STAIRS INITH . 2620FX 2620FX � � . T21,20FX 2620FX I . . 1> . � . I . I - FENER THAN FOUR RISERS DOES NOT REOUIRE HANDRAILS. HIS \0 7 2E7509H 26505141> 1 26509H� HIS . V "" � I lc> I . (; JAJ b b ru ry - � ro CH b 1. lzrl� � I � 11 7 V I I I . I 1> I � &ARA&ES: 2) HANPRAIL5 ARE PERMITTEP ON ONLY ONE SIDE. 1�� bV &7 0 01 () 5) HANDRAILS NITH A CIRCULAR aP.059-515CTION SHALL HAVE I .1 .11 � I L-5.25' --I 1 W VENTS .1 ..I.& V CONCRETE LAB FLOC R L-'T.O' .1 0,1- 1 5"\/ENTS T, 0 L-5.25' 6 - v---"- 411 1> � . A-0 � M . I .1� I in . .-A .1 r_ r_ M . V � vz�> 1 -7 60 5qFt AN OUTSIDE DIAMETER OF AT LEAST 1.29 INCHES AND NOT . in M I V I I I . L� . . 5FUCCO F4A LS 4 CL6. L .1 1 �7 10 ,� . > V3 , 0 NOTE: I I . . V . V 6REATER THAN 2 INCHES, OR SHALL PROVIDE EGUIVALENT . . -.9 . . I I . . CVRASPABILITY. . . � CO I - U) 1, 1-17 1 . 14- � � . - - - [_ �, - - - :_ . 7 P 1 7 43, I I A. 4. FLOOD ELEVATION CERTIFICATE PREPARED BY . . � I> I . I I I � P 1 4) IF A HANDRAIL 19 NOT CIRCULAR, IT SHALL HAVE A . I I / V I � i>. VP . . .1 . , . . I I I I> . V . I . � 7- ,--r,- � >. .- I � . . � I I 7 ,> LAUREN J. Mc.SINAIN. I . I I I I> rr-'5 P �, " , - . .. I I � , ,, �,,_ _, " � I �' PERIMETER DIMENSION OF AT -LEAST 4 INCHES AND NOT � � I / mosg-MB-f3s: � . � . I V V - � I I � > . I \ III TOP OF 50TTOM FLOOR (INCL BASEMENT): 1 50.0 W 7 � I . . I . I ,_�.'. � I-- I � ISREATER THAN 6.25 INCHIES Y41TH A MAXIMUM CROSS- INSTALL NON- � I I - .. I � > 7 . � � i"t ;��,, I PATIO: I --- I > I . I . . � �, 11 , 7 I I . I 1p� I - *TOP OF NEXT 1116HER FLOOR: 152.50' . I I V FOF' CODE CO�--';!�`! --_1 I SECTION DIMENSION OF 2.25 INCHES. I I � P 1, . V 7 ..� - . . I I . > V I, 1. - I I I REMOVABLE I . . I 11 11 1 7 .11 I . � t> . I 9 ATTACHED ISARA&E TOP OF SLAB: N/A . I .. . I V I> 55 5qFt FRONT I I I 5) A VERTICAL 2 -INCH BY 6 INCH HANDRAIL is NOT BACKFLOA I . I I'll . I I Q> 7 7 � I eLOYIIESTELEVOFMAICHINERY: 1520 � � . . I . R 7 > 7 I J> I .. I I I I 1 61 1 � . I � � V > � . . . I D5 5qFt REAP, PERMITTED. . I . . � V .111. 11 � . 1�> 7 7 PEP, BUTTE CO. ORDINANCE 2 & - 2 4(5)(1) 1 1 1 . I OWAIR - � I I DEVICES. CPC 609 V , , 7 7 �> . , I I . 1, , I I I � � �. 11> TYP_ 2 STO I eLOY4ESTAPJAC,ENTFINISHE06P,ACE: 130.6cl' I . I V I > . 4 -�, 1 245 SqFt TOTAL ; --P-5 - .1 V . I . RY I I . . - fvli�� I I , 1) HEI&HT TO BE A MINIMUM OF 42 INCHES, I I . I I I , . P . . . "I 7 LANDI"S: � I I � . � V I I 5HEARViALL I e HI(SHEST ADJACENT FIN15HEP ORAPE: I 5 1.0 1' V, . V I V A, F R I I 0- �j I . 1, - 2)AHAN17RAILAT34INC,HEST058INr-NE5ALONC75TAIRS15 , � 11 . - t�l I . . THE LANDIN6 AT AN EXTERIOR I > . . I I > I.. I I I r I I . - � . I I Q> 17 I - PATE: PERMITTED TO BE USED AS A ISUARD. I I � . . I I � ,�,., POORNAY SHALL NOT BE MORE THAN V 7 . . . V .,> I 1)T I I . . - V11 I I 5) A 4 3/6 INCH SPHERE LIMITATION 19 PERMITTED AT THE . I 11 > I � � . V . 1.1 5 INCHES BELOIN THE TOP OF THE > , , . V . . I � I HE BOTTOM OF FLOOD VENTS � . d> . . I �il ' '-' 'TES I V I 7 > I .. THRESHOLD, PROVIDED THE DOOR, I .11 I> 7 . SHALL BE NO HIGHER THAN 1 � . . d> � T 133 B N`J 0 , r' S! C; Cll� I t� i " 5/51/201(0 1 1 . ,, , . � � - . 1 79> 7 � ________� . C, � , -_ - - , I OPEN SIDES OF THE STAIRS. I � I I . . 7 � V . 1, ...V� I . OTHER THAN AN EXTERIOR STORM OR , I . 7 FOOT ABOVE CRAVE. V , I \ i - I I I . . I I I � 7 SCREEN DOOR, DOES NOT SININ6 . I I . . I I I .1 V, V I SCALE: I I , I � > I I . � . t> . I I � 2) A"FINISIHEV"CONS,TRUCTION I > I � I I 1 . OVER THE LANVINIS. V, . I I > . I � � I I I I 41 I I . . I � . SHOYiN I I ., r7,, f �� . � . � I I 4 � � V ... I I I > FLOOD ELEVATION CERTIFICATE I APPROVED PLANS AND PERMIT � i I I rA/// . I P> - , I V El . i I � . � I � I > I 1. � � 1 15 REOUIREO PRIOR TO FINAL 15 � I ! I � . � i I � I I I I I � I �. I I 1> I APPROVAL OF THIS STRUCTURE. I I I SHALL BE ON SITE FOR ALL ! � `6-r12 0 � I I I P17 � L� I . � I 30 . i I I I , INSPECTIONS � ; I I I . I I 7 � I .1 I � I ; I 0 ON , - V � U__ I4) I � �. I I . I I I 1> � I �� : � v � . I so I I , I I P , V I � / � .1 I V 11 ; � 1: I 13TJTT.�- " I . I � I I - IV , I I --- . I- -- ,_ --- - - --------- - - � I . ____ - -- - -_ -, - I I . - - O. � 5--0 � I I "I -11 I 5. �\ - Y -Wo Ot 5 L I _______ � I a. r -q* -5" -1!-21 1 001. '-(,'Lv x 7- W-2" 51-0" , 2* -l" L 4'-'7" -- I . , 2 8TORY C� I � � I � I 51-10, 11 . . . W_ 1 O* 11 5'-2* 2' _1� 2' - , J. 8* -O* __________1L_ � 1> "I "I 11, 11 -1 1. I -L I 'I ,. . .. � I . ! I I I I i I I I �. . I COUNTY � I 1 51-6* �- I �>. �. I . . � . ... � i � I I � " � . I I I "I APR 0 1 2016 � I I I - 'T'-4- . CII -01 W-10"' . 2'-W 15'-2* k 1 O'_W . P 1 15* -2' 61-51 : I -1, . � I � .P � , I � ,: Energy Requirements See V, - I - 11 11 �\ r7, , N�1� _1 �_ I V�� . 7 11 I Complete construction Post Debris Recovery � � 7 7 :> V - I I N I I 1 17"V-0. . .� � . '---) I , � � ,:��� - ,z /) F 1 energy certificate of compliance ! I 7 , I (� I SHMET 51- I . I I ! I I - ____z � I . � , 7 � final report and V.O.C. documentation and i I I DEVELO,p,A4jjNT � I 11 1 V � I . I I ',� ,�, I I for specific energy requirements for this : 1�1 . I I I I , I I � - . I . I � I . i submit to Building Division prior to final : . I . � I > I , JzVjC- , I 1, . L> V I 1 building � I . . SE VU, 'k- z::1-: . : 11 Ef I I> , I � I I I . 7 � V .. I I . C, I buildinar insnAction I - I I I - - . -_ -_ - 7 - - - ) . I . I I . I , 7 . I � I - I I I 1> � 7 � 7 I . P, ry 7 �rc I � I I I . 1. r. I I t, I I I . n I11 I � � . . I I I I . V r I I : � I I I � I -1 11 I I I I . I I . I> � � . I> I . . i . I I I I ., � I I I- 177 i I I I � 1_� i a COPYRI&HT 20 1 5 � I I I I I I I � I � - _< � I I I I I- I I � I I � , I I- � ------- i . - � - I I I � I ! - - '#.IW MAX RAMIREZ- OOLVEN SUN DES16N - ENERr.Yr_ALr,5 5UMMIT5TRUCTURALVE516N - STRUCTURALEN61NEER r,:\UserS\Lynn\Voruments\C,hIef X'7 Plans\Bret Visyland - Davis Residenae\Pavis Residence.lailout - LYNN SMITH - DRAFTING i I � I - . I � NAYLANP CONSTRUC,TION, INC. `* *I, ONNFER: TOM 4 AMY DAVIS I -1 01 SYCAMORE VALLEY ROAD, I � ; . 1 I � 11 � 22 1 5cl SAM50N AVENUE, C,ORNINC7,C,ALIFOPNIA cI6021 583 RIO LINVO AVENUE #2OO,0HIr_O,CA -qS4126 I I I 1 : - I I � __ I I - . (530)64115-cI525 OFFICE (530)624-3505 CELL 0%I`P (550) 5142-440-7 NORK (530)682-6502HISCELL (930) 6166-1611 HERCELL (550) 342-4133 HOME CHICO, CA ol 5-117 a 1 .� � � I I . I 1 _�Qk PHONE: (550) 52 1 -1242 CELL I t I I I I EMAIL ADDRESS: ffifoewalilandr,onstruction.net Pj'k EMAILADDRE55: Maxer,admamax.om EMAIL ADDRESS: Rylam,I@Summftr-hlco.com EMAILADDRESS: TomePavIsMachine.net AmyVavlssOmall.com (Sao) 84.1 1-0565 Y-40RK I � � I mi Well . *_-.P .__ - ---,- � I I �_ � I I�L I � I I . II - I � I � % I I I I I � . 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I I I 1: � �1 �� 1.111 � I 1:11 I � I � � li,!�l L� -1- i I 1-i 1.1t I -111i �� � I :I I i I I i i % SUBMIT TRELLH9 HYAC-�C-ONV, . - AWW 1 V-rl% iw 0 0 to . 4.) ANY DISCREPANCIES BETINEEN FRAMING SHOYiN AND 1>. > � I REQUIREr .1 _S_C�URTYARJ7 IN A" TO BUILDINC7 DEPT. FOP, - UNIT -5: I la ENMY (L lu L ft 0 I �t I 11> 2.) SUBMIT FINAL CONSTRUICTh: N,IAIIASTE FIELD CONDITIONS SHALL BE IMMEDIATELY BROUr7HT to L PRIOR TO SEE ELECTRICAL, I I Q L I 0 ET jL I ;sA"r=I;kYIr,E; in MANAISEMENT REPORT TO - �HF_ BUILVIN& 7 TO THE ENISINEER OF RECORD. > I V NOTES24 -4 STAIRO to tu , < 24"MIN. CLEAR DEPARTMENT PRIOR TO Fit, AL [INSPECTION. 5.) ALL EXPOSED FRAMIN6 SHALL BE PRESSURE - CONSTRUCTION. ENVIRONMENTAL - . as-% M F_ N 3: M FROM ELECT I 5.) PLATE HEII57HT TO BE 1 O'UN -ESS NOTED � I TREATED KTH TREATMENT PROCESS AND OUALITY NOTE 11. . I 61 RISERS 0 1 2850 SERVICE BOX .�� OTHERIAIISE. �_11 � I I APPLIICATION APPROPRIATE FOP, EXPOSURE � I 1 1 1/2"TRI! AV$ - - - -1 t I � . . . > 1 4.) TYPICAL ViALL FRAIMINC7, UN _ES,1� NOTW,�, I I ACCORDIN& TO MFR'S YiRITTEN iSUIVELINES. � I . I Li I 1� . . OTHERKSE: � � I I V . I 7 V 6.) ALL STRUCTURAL MEMBERS SHALL BE FASTENED IN COURTYARP � ! I > V EXTERIOR NALLS: 2"Xb" I �F STUDS 0 1 6" cza . I COMPLIANCE V41TH 201 5 C50 FASTENINis SCHEDULE, . I - . I - - I I I : X 0 r- C', TABLE 2 304A. 1, UNLESS NOTED OTHERY415E. I j> . � � I . / I I .� I ^C -=Ir I � / I � I 1. WJNA.1. � 'c> I I / I L- I 1.5' (BELOYi STAIR 12* ViALL I I I I I 5.) PROVIDE VINYL TUSCAN V4IN[OYNkFOR THIS � I > I > V I I FIRST FLOOR: SECSION� �00R: I / I �>i LANPINCS) I I I I I I I 7 � . . I � , � I I ( NVOrI15 AT 6'-W. b / .\ (O I PROJECT. I 11� . V 7 I . I � HOLD TOP OF ININVOY45 AT &'-O*. HOLD TOP OF Yil I I / HVAO: I I � a I> V . . 1. I UNLESS NOTED OTHERKSE UNLESS NOTED OTHERKSE . / I AT THE TIME OF IROUISH INSTALLATION OP, U�2 1 0 b I> V '� > � I � V I I / PURINIS STORAC715 ON THE CONSTRUCTION SITE 16 . i- - , . � I N b I , / AND UNTIL FINAL STARTUP OF THE HEATIN& I .1 THIS PLAN TO COMPLY NITH THE FOLLOF41116: I I . � %0 I I / I AN17 COOLIN6 EOUIPMENT, ALL DUCT AND x T 1 61-01 2'-O" . 61-61 W -O" xx 0 e 201 3 CALIFORNIA 5UILVIN6 COVE (IC15C), I I � 1'� z � / � OTHER RELATEP AIR DISTRIBUTION LL In 1 1171-61 ik . Ot A . .. LLM � - V. I � iI . I I I < I COMPONENT OPF-NINC75 SHALL BE COVERED ,J) 10 10 I I I 00 9 20 1 5 CALIFORNIA RESIVENTIAL CODE (CRO), I I V > I - I _j 0 � I I I V41TH TAPE, PLASTIC, SHEET METAL OF. OTHER. li.- N in Orr -lar- 0 zo N In tn I e 201 5 CALIFORNIA MECHANICAL CODE (CMW, V V 'C. �71 IL LU in I , I METHODS. z 00 !�Q .1 %0%0 �- e 2015 CALIFORNIA PLUMBIN6 COVE (OPO), I I 1r- �- � 5TAIR5: LU ri N � F4000 OP. 0 Ito N PIN1146 ROOM N N z I I . � V 10 3: � / I I -1 0 ENTRY 0 " LU - .. a 2015 CALIFORNIA ELECTRIC;AL CODE (CEW, � 13 z k5 i I 1) THE MINIMUM TREAD DEPTH EOVALS 1 0 INCHES. . , I -1 > RESILIENT FLOOR � � �- 1 2) THE MAXIMUM RISER HEI&HT EOUALS'l 5/4 INCHES. -0 xx SEE ENVIRONMENTAL � v Y400D OP, 1r, � � INOOD OP, I Xx > a 2 0 1 5 CALIFORNIA FIRE COVIE (CFC), � . - j 3) A MINIMUM 1 O -INCH ININVER TREAD DEPTH 19 MEASURED AT j / 2_II_NALL_+_ 6'- O" , I U_ in NOTES 10- 1 2. In RE51LIENT FLOOR I RESILIF-NT FLOOR LL U) III I I � -1 LU ; -- I THE 12 -INCH 104ALK LINE. SEE ENVIRONMENTAL QQ 0 9 2015 CALIFORNIA ENERI57"I' COVE � V, 7 15 I < T : I I 6" 25g STEEL STUDS AT 1 ro"cla -1010 SEE ENVIRONMENTAL I NOTES 1 O- 1 2. ri in - I ,I� V ; 4) A NOSINIS, NOT LESS THAN 0.75 INCH BUT NOT MORE THAN N in I IS 201 3 CALIFORNIA 6REEN 5UILVIN65 STANDARDS CODE I W LLI i NOTES 10-12. 1 %0%0 � . Ir- LU Ir - i I . 1.25 INCHES SHALL BE PROVIDED ON STAIRIAIAY5 INITH ,___--_Vi/ 6" 25g STEEL TOP 4 BOTTOM TRACKS. %0%0 (COMMONLY CALLED "CAI-6REEN) I . 0) Z < I i I I 50LID RISERS NHERE THE TREAD DEPTH 15 LESS THAN I I EMBED 2" STEEL POST IN Y4ALL AT V-0"C/C ri N . � - N " I . > � �� V LU -1 � INCHES. � I %a I ( . 5) A FLOOR OR LANDIN& 15 NOT REOUIRED AT THE TOP OF AN za I I I �, 1, I I .1 OCCUPANCY 6ROUP: PERM' IT# 44/ -03RW IL VD IL i .1 \ I 0 .,c IT NO 0 OCCUPANCY IS R5/U . V � __ __ i He . _C EVI RVICES - INTERIOR FLIISHT OF STAIRS; INCLUDIN6 STAIRS IN AN %Q §UTTP'TJ6N17f79t -_LCIPMENTSE� ENCLOSED ISARAC71E, PROVIDED A DOOR DOES NOT SNINIS7 . 0- . - OVER THE STAIRS. � � \ I I 1 43 1 b CONSTRUCTION TYPE: I � 6) SPACES UNDER 5TAIRNAYS ARE PERMITTED TO BE // I 1P .1 11111 .1 I IS CONSTRUCTION TYPE 15 \/B 1�1 RF V I E ED FOR LIVABLE: ///�///Z/l 7z///0I(///z / � (0 - P I I I IT * Is I I � . � ,> V R r1% r- 2 66 2 SqFt 1 ST FLIR PROTECTED ON THE ENCLOSED SIDE NITH A 1/2 INCH � I . . 'I, - . I t I . I . . � V . .,�, 7 I CODE- 4PLIAN I ISYPSUM BOARD. I - - 5616FX i - -Q�- I . I I � T 7 �,> � V 4 '11J, rz 1201 SqFt 2ND FLR J4 1 1 -2 . � _/,�/_/�l !I_ - - - j -j - - - - M __ T61scr- " V1_ L - - . I � � . � .. J . � _AND9ALSo-_- . . � ` 4- C7 4> . . I I DAIE . Y -d- BY ... W 5 8 8 5 SqFt TOTAL . I 1) A CONTINUOUS RUN OF TREADS OR FLIISHT OF STAIRS INITH . 2620FX 2620FX � � . T21,20FX 2620FX I . . 1> . � . I . I - FENER THAN FOUR RISERS DOES NOT REOUIRE HANDRAILS. HIS \0 7 2E7509H 26505141> 1 26509H� HIS . V "" � I lc> I . (; JAJ b b ru ry - � ro CH b 1. lzrl� � I � 11 7 V I I I . I 1> I � &ARA&ES: 2) HANPRAIL5 ARE PERMITTEP ON ONLY ONE SIDE. 1�� bV &7 0 01 () 5) HANDRAILS NITH A CIRCULAR aP.059-515CTION SHALL HAVE I .1 .11 � I L-5.25' --I 1 W VENTS .1 ..I.& V CONCRETE LAB FLOC R L-'T.O' .1 0,1- 1 5"\/ENTS T, 0 L-5.25' 6 - v---"- 411 1> � . A-0 � M . I .1� I in . .-A .1 r_ r_ M . V � vz�> 1 -7 60 5qFt AN OUTSIDE DIAMETER OF AT LEAST 1.29 INCHES AND NOT . in M I V I I I . L� . . 5FUCCO F4A LS 4 CL6. L .1 1 �7 10 ,� . > V3 , 0 NOTE: I I . . V . V 6REATER THAN 2 INCHES, OR SHALL PROVIDE EGUIVALENT . . -.9 . . I I . . CVRASPABILITY. . . � CO I - U) 1, 1-17 1 . 14- � � . - - - [_ �, - - - :_ . 7 P 1 7 43, I I A. 4. FLOOD ELEVATION CERTIFICATE PREPARED BY . . � I> I . I I I � P 1 4) IF A HANDRAIL 19 NOT CIRCULAR, IT SHALL HAVE A . I I / V I � i>. VP . . .1 . , . . I I I I> . V . I . � 7- ,--r,- � >. .- I � . . � I I 7 ,> LAUREN J. Mc.SINAIN. I . I I I I> rr-'5 P �, " , - . .. I I � , ,, �,,_ _, " � I �' PERIMETER DIMENSION OF AT -LEAST 4 INCHES AND NOT � � I / mosg-MB-f3s: � . � . I V V - � I I � > . I \ III TOP OF 50TTOM FLOOR (INCL BASEMENT): 1 50.0 W 7 � I . . I . I ,_�.'. � I-- I � ISREATER THAN 6.25 INCHIES Y41TH A MAXIMUM CROSS- INSTALL NON- � I I - .. I � > 7 . � � i"t ;��,, I PATIO: I --- I > I . I . . � �, 11 , 7 I I . I 1p� I - *TOP OF NEXT 1116HER FLOOR: 152.50' . I I V FOF' CODE CO�--';!�`! --_1 I SECTION DIMENSION OF 2.25 INCHES. I I � P 1, . V 7 ..� - . . I I . > V I, 1. - I I I REMOVABLE I . . I 11 11 1 7 .11 I . � t> . I 9 ATTACHED ISARA&E TOP OF SLAB: N/A . I .. . I V I> 55 5qFt FRONT I I I 5) A VERTICAL 2 -INCH BY 6 INCH HANDRAIL is NOT BACKFLOA I . I I'll . I I Q> 7 7 � I eLOYIIESTELEVOFMAICHINERY: 1520 � � . . I . R 7 > 7 I J> I .. I I I I 1 61 1 � . I � � V > � . . . I D5 5qFt REAP, PERMITTED. . I . . � V .111. 11 � . 1�> 7 7 PEP, BUTTE CO. ORDINANCE 2 & - 2 4(5)(1) 1 1 1 . I OWAIR - � I I DEVICES. CPC 609 V , , 7 7 �> . , I I . 1, , I I I � � �. 11> TYP_ 2 STO I eLOY4ESTAPJAC,ENTFINISHE06P,ACE: 130.6cl' I . I V I > . 4 -�, 1 245 SqFt TOTAL ; --P-5 - .1 V . I . RY I I . . - fvli�� I I , 1) HEI&HT TO BE A MINIMUM OF 42 INCHES, I I . I I I , . P . . . "I 7 LANDI"S: � I I � . � V I I 5HEARViALL I e HI(SHEST ADJACENT FIN15HEP ORAPE: I 5 1.0 1' V, . V I V A, F R I I 0- �j I . 1, - 2)AHAN17RAILAT34INC,HEST058INr-NE5ALONC75TAIRS15 , � 11 . - t�l I . . THE LANDIN6 AT AN EXTERIOR I > . . I I > I.. I I I r I I . - � . I I Q> 17 I - PATE: PERMITTED TO BE USED AS A ISUARD. I I � . . I I � ,�,., POORNAY SHALL NOT BE MORE THAN V 7 . . . V .,> I 1)T I I . . - V11 I I 5) A 4 3/6 INCH SPHERE LIMITATION 19 PERMITTED AT THE . I 11 > I � � . V . 1.1 5 INCHES BELOIN THE TOP OF THE > , , . V . . I � I HE BOTTOM OF FLOOD VENTS � . d> . . I �il ' '-' 'TES I V I 7 > I .. THRESHOLD, PROVIDED THE DOOR, I .11 I> 7 . SHALL BE NO HIGHER THAN 1 � . . d> � T 133 B N`J 0 , r' S! C; Cll� I t� i " 5/51/201(0 1 1 . ,, , . � � - . 1 79> 7 � ________� . C, � , -_ - - , I OPEN SIDES OF THE STAIRS. I � I I . . 7 � V . 1, ...V� I . OTHER THAN AN EXTERIOR STORM OR , I . 7 FOOT ABOVE CRAVE. V , I \ i - I I I . . I I I � 7 SCREEN DOOR, DOES NOT SININ6 . I I . . I I I .1 V, V I SCALE: I I , I � > I I . � . t> . I I � 2) A"FINISIHEV"CONS,TRUCTION I > I � I I 1 . OVER THE LANVINIS. V, . I I > . I � � I I I I 41 I I . . I � . SHOYiN I I ., r7,, f �� . � . � I I 4 � � V ... I I I > FLOOD ELEVATION CERTIFICATE I APPROVED PLANS AND PERMIT � i I I rA/// . I P> - , I V El . i I � . � I � I > I 1. � � 1 15 REOUIREO PRIOR TO FINAL 15 � I ! I � . � i I � I I I I I � I �. I I 1> I APPROVAL OF THIS STRUCTURE. I I I SHALL BE ON SITE FOR ALL ! � `6-r12 0 � I I I P17 � L� I . � I 30 . i I I I , INSPECTIONS � ; I I I . I I 7 � I .1 I � I ; I 0 ON , - V � U__ I4) I � �. I I . I I I 1> � I �� : � v � . I so I I , I I P , V I � / � .1 I V 11 ; � 1: I 13TJTT.�- " I . I � I I - IV , I I --- . I- -- ,_ --- - - --------- - - � I . ____ - -- - -_ -, - I I . - - O. � 5--0 � I I "I -11 I 5. �\ - Y -Wo Ot 5 L I _______ � I a. r -q* -5" -1!-21 1 001. '-(,'Lv x 7- W-2" 51-0" , 2* -l" L 4'-'7" -- I . , 2 8TORY C� I � � I � I 51-10, 11 . . . W_ 1 O* 11 5'-2* 2' _1� 2' - , J. 8* -O* __________1L_ � 1> "I "I 11, 11 -1 1. I -L I 'I ,. . .. � I . ! I I I I i I I I �. . I COUNTY � I 1 51-6* �- I �>. �. I . . � . ... � i � I I � " � . I I I "I APR 0 1 2016 � I I I - 'T'-4- . CII -01 W-10"' . 2'-W 15'-2* k 1 O'_W . P 1 15* -2' 61-51 : I -1, . � I � .P � , I � ,: Energy Requirements See V, - I - 11 11 �\ r7, , N�1� _1 �_ I V�� . 7 11 I Complete construction Post Debris Recovery � � 7 7 :> V - I I N I I 1 17"V-0. . .� � . '---) I , � � ,:��� - ,z /) F 1 energy certificate of compliance ! I 7 , I (� I SHMET 51- I . I I ! I I - ____z � I . � , 7 � final report and V.O.C. documentation and i I I DEVELO,p,A4jjNT � I 11 1 V � I . I I ',� ,�, I I for specific energy requirements for this : 1�1 . I I I I , I I � - . I . I � I . i submit to Building Division prior to final : . I . � I > I , JzVjC- , I 1, . L> V I 1 building � I . . SE VU, 'k- z::1-: . : 11 Ef I I> , I � I I I . 7 � V .. I I . C, I buildinar insnAction I - I I I - - . -_ -_ - 7 - - - ) . I . I I . I , 7 . I � I - I I I 1> � 7 � 7 I . P, ry 7 �rc I � I I I . 1. r. I I t, I I I . n I11 I � � . . I I I I . V r I I : � I I I � I -1 11 I I I I . I I . I> � � . I> I . . i . I I I I ., � I I I- 177 i I I I � 1_� i a COPYRI&HT 20 1 5 � I I I I I I I � I � - _< � I I I I I- I I � I I � , I I- � ------- i . - � - I I I � I ! - - '#.IW MAX RAMIREZ- OOLVEN SUN DES16N - ENERr.Yr_ALr,5 5UMMIT5TRUCTURALVE516N - STRUCTURALEN61NEER r,:\UserS\Lynn\Voruments\C,hIef X'7 Plans\Bret Visyland - Davis Residenae\Pavis Residence.lailout - LYNN SMITH - DRAFTING i I � I - . I � NAYLANP CONSTRUC,TION, INC. `* *I, ONNFER: TOM 4 AMY DAVIS I -1 01 SYCAMORE VALLEY ROAD, I � ; . 1 I � 11 � 22 1 5cl SAM50N AVENUE, C,ORNINC7,C,ALIFOPNIA cI6021 583 RIO LINVO AVENUE #2OO,0HIr_O,CA -qS4126 I I I 1 : - I I � __ I I - . (530)64115-cI525 OFFICE (530)624-3505 CELL 0%I`P (550) 5142-440-7 NORK (530)682-6502HISCELL (930) 6166-1611 HERCELL (550) 342-4133 HOME CHICO, CA ol 5-117 a 1 .� � � I I . I 1 _�Qk PHONE: (550) 52 1 -1242 CELL I t I I I I EMAIL ADDRESS: ffifoewalilandr,onstruction.net Pj'k EMAILADDRE55: Maxer,admamax.om EMAIL ADDRESS: Rylam,I@Summftr-hlco.com EMAILADDRESS: TomePavIsMachine.net AmyVavlssOmall.com (Sao) 84.1 1-0565 Y-40RK I � � I mi Well . *_-.P .__ - ---,- � I I �_ � I I�L I � I I . II - I � I � % I I I I I � . I I I I I � � r le,- 6n I I � I I _�j_ - _____ - - --- - j ________1_11_ - ____ ________ � - ____ �_ -- --- _____ -,------ - _____ - - -- -r-------'F- � _� ! : i: -- !:: I [,,�,,,---ii--T-,I---,,rl---F----r- , I "7177"_,"", I------ -------------------' - ______-_T-7 11 -T-------r---i�--�:1------T----- -- - : � 1 -7 1 1 1 1 11 I I I � I i � , - - -- - --- - - -- - ----- --- -------------- --,-,------ --1____1_ __ - - I,----------- ---------- , __ - __ __ ______________ � -771-- '' - ----7 7 - __; _'_r- r -7-7-__ __ 1,111 I i : I I I : -, il--------�-�l---T,--.-,--,r-7-----I ------- --- - I I ! I I I I _T_ : I 1 ! 7 ; I ; I I I I ; 1 �!: �� I I I I I i I Ill � :1 ;�! I i � � 1:1: � I I I I I, : I ��i� i � 1: , � ! jj:� �, � � ! i : � I I � 11 :! , :: � 1 � i I I ii � I i I :1 : : ; :1 : � I �. 1: ::I 1 �! r 1� : ! I : �� � Ill' i �� 1 � 11] 1 � : � : 1 i I 'i I :: � � I 1 L, 1 1 � , , � � i. I I I 1: � �1 �� 1.111 � I 1:11 I � I � � li,!�l L� -1- i I 1-i 1.1t I -111i �� � I :I I i I I i i ___ - I I � ! , � I 1 1 1 � � � Al 11-11-1 i ! ; I I I il I I:, , 11' 11 , , I 1, I I : I I - L I I � -1 --- � i, l i � I l 11 � lw � I I I I I ---.-- --- - __ - --- � I !'. I � ! , I i I I �_., l �.:�l � _______________________-1 _J_�l 1 : - - . I I i � � . I I � - - I f I I I I I I I I I I I I I I I I � I I I I - I � I I I , � , ! I I II I � � v 1D. I v V 15 � � I I I . � I I I I i I 1 . I . I I 7 I I I - ARC,H E 1 i � I . 2 STAIRS, H UARDS: -0 . ANPRAIL5 4 G-7 X : � L _AJ_ - RF--MF-NT5: 30"i �> I I I I KPOU1 I I . � . > I I I 5TAI`i STAIRINAYS SHALL HAVE A INIPTH OF NOT LESS THAN SE, INCHES. SPIRAL 1. PERMIT ON SITE: A COPY OF THE BUILDING PERMIT MUST BE KEPT ON SITE UNTIL THE I . 40i STZRINAYS AS PROVIDED FOR IN Ill 1 1.1. I INORK 15 OOMPLErEP 4 A FINAL INSPECTION HAS BEEN MADE. R 1 05.1 1 1 1 � :;: :: i A: i x): 1 7 V I . STAIR -HE -AP -9-i STAIRINAY5 SHALL HAVE A MINIMUM HEADROOM CLEARANCE OF 80 2.) LO)i FLOOR IELEVATION: IN FLOOD HAZARD AREAS, AN ELEVATION �, � I i:�:� I � > 7 INHILE EVERY ATTEMPT HAS i :i I' I 1 � � I I � I 1-0. 15 - . W-0. INCHES MEASURED VERTICALLY FROM A LINE CONNECTING THE EDGE OF THE NOSIN65. CERTIFICATE 19 RMOUIRED AFTER PLACEMENT OF THE LONEST FLOOR BEFORE BEEN MADE IN THE I I 11 I � � � lii� -1 v 6 v, . I 01 _O" . 14' O" I i . � : � � ! I 11111I I . v . I 0 1 ZOOM SHALL BE CONTINUOUS ABOVE THE STAIRINAY TO THE POINT IINHERE THE 5 INITHI CONSTRUCTION ABOVE. R I 06. 1.5. I I Fftli !I �� � � I � I SUCH HEAPP PROCEEPINC : : : � i i . I v I � All N H FLAN I I , x: -, I I j> I I I . I I I I LINE INTERSECTS THE LANDING BELOIN, ONE TREAD DEPTH BEYOND THE BOTTOM RISER. FOUNDATIONS 4 VRAINA6E: I I TO AVOID MISTAKES, THE I � I � > I THE MINIMUM CLEARANCE SHALL BE MAINTAINED THE FULL )NIPTH OF THE STAIRINAY 4 MAKER CANNOT GUARANTEE i SCALE: 114"- 1"i . I I LANDING. RS 1 1.1.2 DRAINAGE: P.401.3 SURFACE DRAINAGE SHALL BE DIVERTED TO A STORM 5EINeR. AGAINST HUMAN ERROR. � I ;1 � 17 p I v � .� . I � .5 CONVEYANCE OR OTHER APPROVED POINT OF COLLECTION THAT DOES NOT CREATE A I I _TAIR INALKLINE: THE INALKLINE ACROSS ININDER TREADS SHALL BE CONCENTRIC TO I I . , FLOOR FLiAN NO I I 11 v �. L- 1 1.2 5` � THE DIRECTION OF TRAVEL THROUGH THE TURN 4 LOCATED 12 INCHES FROM THE SIDE THE CRAVE SHALL FALL A MINIMUM OF 6 INCHES INITHIN THE FIRST I 0 FEET. HOME OINNER TO Iiii AND I � I M5 -. I 7 > HAZARD. LOTS SHALL BE (911ii TO DRAIN SURFACE INATFIR Al FROM FOUNDATION INALLS. BUILDING CONTRACTOR / i I 1.) AUTOMATI(:; RESIDENTIAL FIRE SPRINKLERS ARE I . v I I I INHERE THE P41NDERS ARE NARROINER. THE 12 -INCH DIMENSION SHALL BE MEASURED EX(:�ZeTION: INHERE LOT LINES, INALLS, SLOPES Oft OTHER PHYSICAL BARRIERS PROHIBIT 6 VERIFY ALL DIMENSIONS, I REOUIREP AS PEP, SECTION KS 15.5 OR NFPA 15P. 1� � . 1> \67 , � FROM THE Y41DEST POINT OF THE CLEAR STAIR. rl AT THE IINALKINS SURFACE OF THE INCHES OF FALL INITHIN 1 0 FEET. DRAINS OR SINALES SHALL BE CONSTRUCTED TO ENSURE I SPECS, AND CONNECTIONS DESIGN BY OTHERS. SEPARATE PERMIT INILL BE . I - 1 80450 265094 ---)(----- 26509H I ININVEIR, IF ININVERS ARE ADJACENT INITHIN THE FLI&HT, THE POINT OF THE INVEST CILEAR DRAINAGE ANAY FROM THE 5TRUCTURE. IMPERVIOUS SURFACES INITHIN I 0 FEET OF THE I BEFORE CONSTRUCTION I � REOUIREP. I . - �� I - A I I STAIR INIDTH OF THE ADJACENT ININVERS SHALL BE USED. RS 1 1.7.4 BUILDING FOUNDATION SHALL BE SLOPED A MINIMUM OF 2 PERCENT All FROM THE BE&INS. 2.) SUBMIT FINAL CONSTRUCTION IAIASTE - - - - - - -1 *__ . I TREAV-5-4-1i STAIR TREADS 4 RISERS SHALL COMPLY INITH SECTION RS 1 1.'T.S: BUILDING. � fi 1.15 DIMENSION REFERENCE SURFACES: FOP, THE PURPOSE OF THIS SECTION, ALL I I SEMENT REPORT TO THE BUILDING I I 1 4- - I I DIMENSIONS ARE EXCLUSIVE OF CARPETS, RU65 OR RUNNERS. FRAMING 6 - -. MANAIS I ___FNERAI�_ I I I I DEPARTMENT PRIOR TO FINAL INSPECTION. I I Ill 1 1.7.5.1 2 RISER HEIGHT 4 TREAD DEPTH: THE MAXIMUM RISER HEIGHT SHALL BE 'I I J INOOD PLATES OR SILLS SHALL BE BOLTED OP. ANCHORED TO THE FOUNDATION 1 5.) PLATE HE16HT TO BE 1 O'UNLESS NOTED I I I 4"xi - 4"X6" 1 1 1 5/4 INCHES; THE MINIMUM TREAD DEPTH SHALL BE 1 0 INCHES: THE MINIMUM ININVIER INITH A MINIMUM 1/2* DIAMETER STEEL BOLTS OP, OTHER APPROVED ANCHORS. PRAFTIl BY: I OTHERY415E. I - TREAD DEPTH AT THE INALKLINE SHALL BE 1 0 INCHES; 4 THE MINIMUM Y41NDER TREAD BOLTS SHALL BE EMBEDDED AT LEAST 'T"INTO THE CONCRETE 4 SHALL BE I � 4.) TYPICAL NALL FRAMING, UNLF-95 NOTED I I I I I I I DEPTH SHALL BE 6 INCHES. A NOSING NOT LF -55 THAN 314 INCH BUT NOT MORE THAN I 511i NOT MORE THAN VAPART. THERE SHALL BE A MINIMUM OF TINO BOLTS 11 I I I , I I I I � 1 1/4 INCHES SHALL BE PROVIDED ON STAIRNAYS INITH SOLID Iiii INHERE THE PER PIECE V41TH ONE BOLT LOCATED NOT MORE THAN 12'OR LESS THAN 4'FROM WH I OTHERY415E: I I . I TREAD DEPTH 19 LESS THAN 1 1 INCHES. EACH END OF rHF_ PIECE. R 40 5.1.6 1 EXTERIOR V4ALLS: 2"x6"VF STUDS a 16"c/c I I I � I RB -1 S , TREADS I RISERS SHALL BE OF UNIFORM SIZE 4 SHAPE. THE 1 2.) PLATE 11AIASHERS, A MINIMUM OF 0.2 2 q INCH BY 3 INCHES BY 9 INCHES II4 SIZE, I � I I (990) " I -0565 _!_IA_2 STAIR I INTERIOR ViALLS: 2"x&"VF STUDS @ 1 I a1c, I I I I I TOLERANCE BETINEEN THE LARGEST 4 SMALLEST RISER HEIGHT OR BETYl THE SHALL BE PRO�VIVEV BETINEEN THE FOUNDATION SILL PLATE 4 THE NUT EXCEPT � 1 q Te -AMORE VALLEY ROAD I I I I U.N.O. � I LARGEST 4 SMALLEST TREAD DEPTH SHALL NOT EXCEED 516 INCH IN ANY FLIGHT OF I � INHERE APPIiii ANCHOR STRAPS ARE USED. THE HOLE IN THE PLATE INASHER 0141i CALrOl Ill 5 -1 15 1 STAIRS. THE GREATEST ININVER TREAD DEPTH AT THE INALKLINE INITHIN ANY FLIGHT OF 15 PERMITTED71`0 BE PIA60NALLY SLOTTED INITH A IINIDTH OF UP TO S/ 1 6 INCH LYNNSMITH520ATT.NMT I 5.) PROVIDE VINYL TUSCAN P4INVOY45 FOP, THIS I I I I I I STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 5/5 INCH. I LARGER THAN'THE BOLT DIAMETER 4 A SLOT LENGTH NOT TO EXCEED 1 5/4 1 1 PROJECT. I R5 1A,13-15- NOSINOS: THE RADIUS OF CURVATURE AT THE NOSING SHALL BE NO INCHES, PROVIMED A STANDARD CUT NASHER 19 PLACED BETINEEN THE PLATE I I I I I I GREATER THAN cl/ 1 6 INCH. A NOSING NOT LESS THAN 5/4 INCH BUT NOT MORE THAN 1 INASHER4THEINUT. Rl I 1 1/4 INCHES SHALL BE PROVIDED ON STAIRINAYS INITH SOLID Iiiiii THE GREATEST SJ FOUNDATION PLATES OP, SILLS THAT REST ON EXTERIOR FOUNDATION )NALLS 4 � L-22.0' INCL. (1) I I I � N05INIS PROJECTION SHALL NOT EXCEED THE SMALLEST NOSING PROJECTION BY MORE ARE LESS THAN W FROM EXPOSED EARTH SHALL BE OF NATURALLY DURABLE OR � ENERGY 0ALCS BY: I 1 2"i NINDON I � � THAN 5/5 INCH EETINEEN TINO STORIES, INCLUDING THE NOSIN(s AT THE LEVEL OF PRESERVATIVIE5-TREATEV INOOV. I I I [�>i I - - - - - - - 11 I FLOORS 4 LANDINGS. BEVELING OF NOSIN&S SHALL NOT EXCEED 1/2 INCH. � 4.) POSTS, 6IRPERS, JOISTS 4 SUBFLOOR LOCATED IN A Cill SPACE MUST BE I '* I I *�( K 60I.DaN SUN I � EXCEPTION: NATURALLY DUIRABLE OR TREATED Y400D INHEN THE FLOOR JOISTS ARE LESS , &Ali I I I A NOSING 15 NOT REWIRED INHERE THE TREAD DEPTH 15 A MINIMUM OF I 1 INCHES. THAN I WOR INIOOD 49111iii ARE LESS THAN 12"ABOVE THE EXPOSED GROUND. I -40 __ 1. IIIIII.-VESIONS I i DOOR I � 5T IRINAY-LAND-INO-5-: THERE SHALL BE A,FLOOR OP, LANDING AT THE TOP 4 BOTTOM OF 5.) V4000 ROOF TfR.USS MEMBERS 4 COMPONENTS SHALL NOT BE CUT, NOTCHED, 'O"i MAX I 2: I I I EACH STAIRINAY. THE MINIMUM Yl PERPENDICULAR TO THE DIRECTION OF TRAVEL DRILLED, 511iiiiiiiiii OR OTHERrl ALTERED IN ANY INAY Y41THOUT THE INRITTEN � I 0 b n OPENER I SHALL BE NO LESS THAN THE INIOTH OF THE FLIGHT SERVED. LANDINGS OF SHAPES OTHER APPROVAL OF A REGISTERED PES16N PROFESSIONAL. THE TP 1`7 T' A RAMIREZ Q I ii DESIGN SHALL � � � LAWPANGSi- in 1.1 I I � I THAN SOUARE OR RECTANSLE SHALL BE PERMITTED PROVIDED THE DEPTH AT THE INALK I TAKE INTO ACaOUNT ANY LOADS SUC,H AS HVAIC, OP. PLUMBING EOUIPMENT. I I I I , THE LANDING AT AN EXTERIOR "a N I &OLF r.oAKT 4 TYki i &AKA&F- I I LINE 4 THE TOTAL AREA 19 NOT LESS THAN THAT OF A GUARTER CIRCLE INITH A RADIUS I N ri I I I EOUAL TO THE REOUIREV LANDING Il INHERE THE STAIRNAY HAS A STRAIGHT RUN, FLOOR FRAMENC7: DOORINAY SHALL NOT BE MORE THAN Is - CONCRETE SLAB FLOOR I THE MINIMUM DEPTH IN THE DIRECTION OF TRAVEL SHALL BE NOT LF -99 THAN alli INCHES. 1.) CRAINL SPACE AIREAS SHALL BE VENTILATED BY AN APPROVED MECHANICAL I I 1.75 -INCHES BELOIN THE TOP OF THE SHEETROCK NALL5 4 ii I I EXCEPTLO_144 A FLOOR OP, LANDING 19 NOT REOVIRED AT THE TOP OF AN INTERIOR I MEANS OP. BY OFl INTO THE UNDER -FLOOR AREA JNALLS. SUCH OPENIN(55 I I THRESHOLD, PROVIDED THE DOOR, I 1<� L-20.0' . FLIGHT OF STAIRS, INCLUDIN(S STAIRS IN AN ENCLOSED &Aliii PROVIDED A DOOR SHALL HAVE A NF_T AREA OF NOT LESS THAN 1 SOFT FOR EACH 150 SOFT OF I OTHER THAN AN EXTERIOR STORM OP. UNDER -FLOOR. AIREA. OPENIN69 SHALL BE LOCATED 90 AS TO PROVIDE CROSS � . 5CREEN DOOR, DOES NOT SININ6 I � � DOES NOT SININ6 OVER THE STAIRS. P,31 1.1.6. I I HANPAiii STAIRINAYS INITHIN VINELLIN6 UNITS 4 SPIRAL STAIRINAYS ARE PERMITTED TO VENTILATION. Si OPENINC79 SHALL BE COVERED Y41TH CORROSION -RESISTANT I OVER THE LANDING. I HAVE A HANDRAIL ON ONE SIDE ONLY. A CONTINUOUS RUN OF TREADS OR FLIGHT OF INIRE MESH INITH OPENIN69 NOT GREATER THAN I /5"OR OTHER APPROVED I I I b ( STAIRS INITH LESS THAN FOUR RISERS DOES NOT REOUIRE HANDRAILS. RS I 1.1.8. MATERIALS INITH THE LEAST DIMENSION OF THE COVERING NOT TO EXCEED 1/4"IN I I . . I HEt0HTt HANDRAIL HEIGHT, MEASURED ABOVE STAIR TREAD NOSIN65, OR FIN15H DIMENSION. Ill - I 10 I SURFACE OF RAMP SLOPE, SHALL BE UNIFORM, NOT LESS THAN 34 INCHES 11 NOT MORE 2.) CRAIINL SPACES SHALL BE PROVIDED INITH A MINIMUM OF ONE ACCESS OPENING NOT � I i I m THAN 5 8 INCHES. Iii 1 1.1.5. 1. LESS THAN 1 5" B'Y 2 4'. li i � 11 I I I 0RA_5FAf3JLITY_. HANPRAIL5 INITH A CIRCULAR CRO55 SECTION SHALL HAVE AN OUTSIDE I I ! vi 0 0 -p -PIR OTEA:M OW l 4 . I 51-W I I I DIAMETER OF AT LEAST 1 1/4 INCHES 4 NOT GREATER THAN 2 INCHES. IF THE HANDRAIL 1.) PROTECTION OF Y400D 4 NOOD BASED PRODUCTS FROM DECAY SHALL OE PROVIDED IN I , - 19 NOT CIRCULAR, IT SHALL HAVE A PERIMETER DIMENSION OF AT LEAST 4 INCHES s NOT THE FOLLOININ& LOCA'TION5 BY THE USE OF NATURALLY DURABLE V400D OP, P400P THAT is I I I , 51l 51-41 GAIi I � GREATER THAN I 1/4 INCHES INITH A MAXIMUM CROSS-SECTION DIMENSION OF 21/4 PRESERVATIVE-Tili IN ACCORDANCE INITH AINPA U 1 FOR THE SPECIES. PRODUCT, I I , 6 . 5,-b" L 5'-s" I,, 6ARA&E POOP, I INCHES. EDGES SHALL HAVE A MINIMUM RAE71US OF 0.0 I INCH. PRESERVATIVE 4 END Ii Ell r5 11. PRESERVATIVES SHALL BE LISTED IN SECTION 4 OF I � I 0 i , DOOR C40_NTMIT_Y_ HANDRAIL$ FOR STAIRINAYS SHALL BE CONTINUOUS FOP, THE FULL LEN(STH AINPA U 1. - 11 : 0 I 11 OPENER OPENER 4( FLOOR PLAN STRUCTURAL NOTES: OF THE FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP RISER TO A POINT DIRECTLY A. V4000 JOISTS OR *ITHE 50TTOM OF A INOOP STRUCTURAL FLOOR Ill CLOSER THAN 1 a �. i : ��, I I ;;: PEFERRE12 SUBMITTAL: I I I 1.) SEE TYPICAL NOTE SHEET SN AND TYPICAL DETAIL ABOVE THE LOINEST RISER. HANDRAIL ENDS SHALL BE RETURNED OR SHALL Ill OR P400D SIMPERS )NHEN CLOSER THAN 12 INCHES TO THE EXPOSED GROUND IN :::: I T YAl i T RMINATE IN NEINEL POSTS OP, SAFETY TERMINALS. HANDRAILS ADJACENT TO A INALL C Al SPACES OM UNEXCAVATED AREA LOCATED P41THIN T14E PERIPHERY OF THE � SUBMIT TRELLIS-$ CO�UFR - __ S"XS"STEEL POST I I I I i I SHEETS SV 1 -SV4 FOP, ADDITIONAL INFORMATION. SHALL HAVE A SPACE OF NOT LESS THAN 1 1/2 INCHES BETINEEN THE INALL 4 THE r BUILPING, FOUNDATION. ��, I I I NALL. TO BUILDIN& DEPT. FOR -_,,"�,� I i S. ALL INOOD FRAMING, MEMBERS THAT REST ON CONCRIETE OR MASONRY EXTERIOR y � I I 11 2.) TYPICAL MINIMUM BEARING, INALL FRAMING U.N.O.: HANDRAILS.. M5 1 1.1.5.2 FOUNDATION INALLS 4 ARE LESS THAN 6 INCHES FROM THE EXPOSED GROUND. I 1 1 APPROVAL PRIOR TO - I I m I I F,XC,F,Il C. SILLS 4 SLEEPERS ON A CONCRETE OR MASONRY SLAB THAT IS IN DIRECT CONTACT INITH � I I CONSTRUCTION. I I - [----- _____1 I F - - - - EXTERIOR INALL: 2X& PF STUD AT 1 i I A. HANPRAILS SHALL BE PERMITTED TO BE INTERRUPTED BY A NEINEL POST AT THE THE GROUND UNLES�S SEPARATED FROM SUCH SLAB BY AN IMPERVIOUS MOISTURE ' � I I I 11 L iiii-111, I . I TURN. I . BARRIER. I I r I I � - - - I INTERIOR INALLS: 2X6 DF STUD AT 1 li O.C. I � I B. THE USE OF A VOLUTE, TURNOUT, STARTING EASING OR STARTING NENEL 15 ALLO)l 0. THE ENDS Of Il 61RDERS ENTERING EXTERIOR MA50NRY OR CONCRETE INALLS I I I 9 . I � III I 7 6"x(o .. _ - - - - -1 I I OVER THE LOINEST TREAD. HAVING CLEARANCIES OF LESS THAN 1/2 INCH ON TOPS, SIDES 4 ENDS. I - - I= I- - - - _" - I DETAIL '7/5V 1 FOP, TYPICAL STUD IAALL 0-i INHERE REGUIRED. iSUARPS SHALL BE LOCATED ALONG OPEN-SIVED INALKIMS I- Y400D SIDING, SHEATHING 4 INALL FRAMING ON THE EXTERIOR OF A BUILDING HAVING A I � � t� .1 I � I I I - I I I SURFACES, STAIRS, RAMPS 4 LANDINC79 THAT ARE LOCATED MORE THAN 50 INCHES � CLEARANCE Or LESS THAN 6 INCHES FROM THE GROUND OR LE55 THAN 2 INCHES . U7 m 15 ELEVATION AND TYPICAL INALL OPENING SCHEDULE. MEASURED VERTICALLY TO THE FLOOR OR GRACE BELOIN AT ANY POINT INITHIN 56 MEASURED VERTIC)ALLY FROM CONCRETE STEPS, PORCH SLABS, PATIO SLABS, 4 SIMILAR - �)VlEss/ v I . 1 4.) ANY DISCREPANCIES 5F-TY4EEN FRAMING SHOINN AND INCHES HORIZONTALLY TO THE EDGE OF THE OPEN SIDE. GUARDS SHALL BE APEOUATE IN I HORIZONTAL SURFACES EXPOSED TO THE INEATHER. . / i6- I I v ,v I Ito I I I I I � .1 I I I I � � I 7 - I 4�3 `0 I FIELD CONDITIONS SHALL BE IMMEDIATELY BROUGHT STRENGTH 4 ATTACHMENT IN ACCORDANCE V41TH SECTION Ill 12. F. P400D STRUCTURAL MEMBERS SUPPOIZTIN45 M015TURE-PERMEABLE FLOORS OR ROOFS I C. I I (MIN. 5,6 IN - I VERTICALLY ABOVE THE ADJACENT ViALKIN6 SUIRIll AVJAC'ENT FIXED SEATING OR SEPARATED FROM'SUC,H FLOORS OR ROOFS BY AN IMPERVIOUS MOISTURE BARRIER. 11) "' �, � -z - - - ARA&E POOR: I I M I I F_____ TO THE ENGINEER OF RECORD. I I - 0-HTi REOUIREV GUARDS SHALL BE NOT LE59 THAN 42 INCHES HIGH, MEASURED THAT ARE EXPOSEM TO THE INEATHER, SUCH AS CONCRETE OR MA50NRY SLABS, UNLESS I / I > --CONC. 57 ur, 41__� 10 I 1)Hl AGE FLOOR BACK60 THAT DOOR I , I I I m LAi ON APRON 3/4- BEL40 &AIl FLOOR 5.) ALL ExIiiii FRAMING SHALL BE PRESSURE 7. INOOO FURRING STRIPS OR OTHER V4000 FRAMING MEMBERS ATTACHED DIRECTLY TO C-1.) rl _ N15 �> f H FING TO BE 1" W m 4"x4"STEEL TRF-LL15 a 24"cla OVER I I I vIREICT16N. I 1 2) #P GAl coop, OW C . THE LINE CONNECTIN& THE LEADING Er16ES OF THE TREADS. R512.1.2. I C THE INTERIOR OF EXTERIOR MASONRY INALLS OR CONCRETE INALLS BELOIN GRAVE 6 8 �� - 6"x5"STEEL RAFTERS 0 V-6"a1c. OVER I - - . SHORTER IN HEIGHT 4 2* NAR OV4FR THAN V410TH I I TREATED P41TH TREATMENT PROCESS AND I I .1!XCffl 0. 1 _0 7 ,> v 0 TP, E ) 11 OF &+A6F POOP, SIZE. APPLICATION APPROPRIATE FOP, EXPOSURE I A. GUARDS ON THE OPEN SIDES OF STAIRS SHALL HAVE A HEIGHT NOT LESS THAN 54 EXCEPT INHERE AWAPPROVEV VAPOR RETARDER IS APPLIED BETINEEN THE INALL 4 THE E 1 6 I i 1 2" STEEL HEADERS ___� .. � - - _77 _b . - I I S) PROVIDE SOLID BLOCKING Al CENTER OF DOOR I ACCORDING TO MFR`5 INRITTEN GUIDELINES. I I INCHES MEASURED VERTICALLY FROM A LINE CONNECTINCS THE LEAE71NCP EDGES OF FURRING STRIPE OR FRAMING MEMBERS. * v I � .1 v 1> FROMIHEAPER TO A MINIMUM F14'ABOVETOP NO 6.) ALL STRUCTURAL MEMBERS SHALL BE FASTENED IN . THE TREADS. 2.) LUMBER 4 PLYINOOD fREOUIRED TO BE PRESSURE-FIRESERVATIVE-TREATED IN cl P, � .4- 1 OF Ii f I I B. INHERE THE TOP OF THE GUARD ALSO SERVES AS A HANDRAIL ON THE OPEN SIDES ACCORDANCE V41TH SIEC,TION R515.1 SHALL BEAR THE OUALITY MARK OF AN APPROVED 4 17,�, .It 5 HIS -+ COMPLIANCE V41TH 201 5 CEIC FASTENING, SCHEDULE, OF STAIRS, THE TOP OF THE GUARD SHALL NOT BE LESS THAN 5 4 INCHES 4 NOT INSPECTION AGENCY. I OFC, \ - I � I - V - . � TABLE 2 9 04A. 1, UNLESS NOTED OTHEIiii MORE THAN 55 INCHES MEASURED VERTICALLY FROM A LINE CONNECTIN& THE 5.) INOOD/PLASTIC COMIP051TES USED IN EXTERIOR PECK BOARDS, STAIR TREADS, HANDRAILS I . � _191- :�", v 1 =_ 1 - - - - U- - - - L_ I - I LEADING EDGES OF THE TREADS. 4 GUARDRAIL SYSTEMS SHALL BEAR A LABEL INDICATING THE REGUIREP PERFORMANCE � 11 .ii - - -o- - LEVELS 4 DEMONSTRAXINIS COMPLIANCE V41TH THE PROVISIONS OF A5TM 0 7032. 5/51/2016 1 r . . - -10i -12P III - - - I--- --iiiiIii.illillim- - - - - __ -6 Ill I OFT : REOUIRED CSUARPS SHALL NOT HAVE OPENINGS INHICH ALLOIN 4.) IN AREAS SUBJECT To DAMAGE FROM TERMITES AS INDICATED BY TABLE Ill 1.20), 1 � I pl�` I I . � � v , I v I 7 . 11 v 10050 . I I . I I � � 10080 � V I , v . 7 � METHOPS OF PIROTEC-171ON SHALL BE ONE OF THE FOLLOINING, METHODS OP, A COMBINATION I I � 24'l 1 . I �z I i I . > i 7 . v I i> I I . I I � ell � REGUIREP GUARD HEIGHT. IRS 12. 1.3 0 HESE METHODS: BEEN REVIENED - �el __ . - 11_ - - - - 0 L - � v 7 PROVIDE KEYLESS I 11z, /2i ,.O EXCFFl A. CHEMICAL TERMITIC,IVE TREATMENT, AS PROVIDED IN SECTION RS 16.2. 1 . 1 7 � I 7 11 I . I . I . I v . I . � � I p .. I - A. FROM A HEIGHT OF 56 INCHES TO 42 INCHES. GUARDS SHALL NOT HAVE OPENINC75 0. TERMITE BAITING S'YSTr:M INSTALLED 4 MAINTAINED ACCORDING TO THE LABEL. . ONLY FOP, 12"i . _____ - i 11"i 1 a 0 7 . I I I . - I p ENTRY TOUCH PAV I � L-4.0- ' � INHICH ALLOIN PASSAGE OF A SPHERE 45/6 INCHES IN VIAMETE . I C. PRESSUP,E-PRr:5ERVATIVE-TP,EATED INOOP IN ACCORDANCE INITH THE PROVISIONS OF 0. . r ,. . I F , I v 1.7 1 1 � I , � v 0 � � . t, I . I > v , 7 � 7 , 0 . 0 R COMPLIANCE NITH . I > I I I � I . . . I I P, 7 �, q ill . - � 1> I v � 1. . 5. THE TRIANGULAR OPENINGS AT THE OPEN SIDES OF A STAIR, FORMED BY THE RISER, SECTION Ill 11. 1. I . I . L. I 0 1 P, � I . . � I I I 1> I I I 1 4,-O" v I I i q'i . . ID I TREAD 4 BOTTOM RAIL SHALL NOT ALLOA PASSAGE OF A SPHERE I INCHES IN V. NATURALLY PURASLE TERMITE -RESISTANT Vl I la I lell%i 7 I - - . f, - � - �__ � I r 1;z I I v I i> I I I � v .v I DIAMETER. I E. Pi BARIIiii AS PROVIDED IN SECTION Ill 1 i 4111 USED IN LOCATIONS AS - I STRUCTURAL 11 I l ,> 7 I I I * . . ., p . v I I I > I I L� . � I I . I C. THE OPEN SIDES OF STAIRS SHALL NOT HAVE OPENINGS INHICH ALLOIN PASSAGE OF SPECIFIED IN SECTION RS 1 8. 1. I CALCULATIONS. I . . 7 . I � I � !11 � � I . 7 �v I I I I I � I ,1> v , .1 A SPHERE 45/5 INCHES IN DIAMETER. F. COLP-FOl STF-EL FRAMING IN ACCORDANCE INITH SECTIONS Ill 4 Ill 1. L- 1 Ii ��� . I I . 1 �7 � I > I � � 7 I I I v > I - 5.) CHEMICAL TERMITICIDlE TREATMENT SHALL INCLUDE $OIL TREATMENT ANV/OR FIELD . � �0/,, 7 . . � I I- I W a IN IN I , N3 1 P �� rk 11 � 1> . I I ,> 32 0. I 7 7 I . )NMPON-5ILLE. IN DINELLIN& UNITS, INHERE THE OPENIN OFANOPERABLE INDO 19 APPLIED INOOP TREArMENT. THE CONCENTRATION, RATE OF APPLICATION 4 METHOD OF THE EN&INEER'S . 0 26115 � I I I 1> - . 1 - - � _. - - I - -7-il" 1 1 1> � ;z I . I I . � - I � . . > fil 7 I I . I I LOCATED MORE THAN 1 2 INCHES ABOVE THE FINISHED &RAVE OR SURFACE BELO)N, THE TREATMENT OF THE CHIIEMICAL TERMITICIDE SHALL BE IN STRICT ACCORDANCE 041TH THE I STAMP ON TH15 Am . . � 1. I v I . I I I > V . LOINEST PART OF THE CLEAR OPENING OF THE ININVOIN SHALL BE A MINIMUM OF 24 INCHES TERMITICIVE LABEL. I I � I I - IT I - I J_ I P - , �. ...... *-C . L_ � - . - A 7 � � v . 1> . I I I 15 �`, I � I I I . I .1. I ABOVE THE FINISHED FLOOR OF THE ROOM IN INHICH THE ININVOIIN 15 LOCATED. 6.) APPROVED PHYSICAL. SARRIER5, SUCH AS METAL OR PLASTIC SHEETING OP, COLLARS PLAN 19 VALID iiiiiiiiiiiiiiiiiiiiiill����ll��ll!�l�!���I _1 � - = - - I . � 11 7 . V I V I I I v Ill I I'll I . I �. � I OPERABLE SECTIONS OF ININVOINS SHALL NOT PERMIT OPENINGS THAT ALLOIN SPECIFICALLY DESISINF-P FOR TlEgM17EFREVENTION, SHALL BE INSTALLED IN A MANNER TO ONLY NITH A . 1> 7 � I I I v I . . I 1�> � . > V, � 7 . . � I I I 1> � PASSA(SE OF A 4-INCH-VIAMETER SPHERE INHERE SUCH OPENINGS ARE LOCATED INITHIN PREVENT TERMITES FROM ENTERING THE STRUCTURE. SHIELDS PLACED ON TOP OF AN LETTER 516NED BY I'll . *F- 7�1 - 7 - - � I . > I I � v �7 � I I I 1 24 INCHES OF THE FINISHED FLOOR. R512.2.1 - EXTERIOR FOUNDATION INALL ARE PERMITTED TO BE USED ONLY IF IN COMBINATION V41TH v t� p I I � � I . > 7. . � . ANOTHER METHOD OF 1PROTECTION. THIS ENCHNEER FOR &ARBA&E CANS L-4.0' 11> - , I � � v I I v I I t> P, i> I I I > � � . � . I I I D�� I . .7 �7 4 1 '-O" � . I EACH UNIOU UILD. , . I I I I I I I L> I I I I 1. 1> I � 1> . " v � v 7 I v I 1. t� . � >� . I .1 I I I . I I . I . V,> 7�7, v,> I . . I � I I I 11 v 1. 71 . 7, � . . �, . 1> -1 I I " 51-q" I. 4li . Ill-liIii I. bill .. 2"i . 1 51i I I 1-1 - I - I - r_ - - - - - - - ... . 17 v p 1> . � I . I I � V, I . i> v v . I I I \ . ', � - ,'�� ;, ; 1, IIAT R HEAT NO NOTE: . I I I � I . v � 7 �> I I I p I . I ,> I 7 I . , - I I.. I ''I ROVIVE THE FOLLOY41NIS: TESi I -% > , , v 7 I I I I I 1�1 � . v I .1 . - ,EPTAcl.r Y4rrMN 5'. 0 1 1 Z", 7 . 1 7 . I > �, . ) UNOBSTRUCTED 120Y Ill ONNER 19 All THAT THE I "I . I I v I . I I I 11_11�. �-;, ) rATsc,ORY ill or IV VENT, OR TYFE is VENT n/ s-ri PIPE C.C.41ii DO NOT ALLOY4 GARBAGE I . I 1> 7 , I 15 � I �. > . I _5_T_AJR5- / I I I I BETWEEN OUTSIDE TURMINATION 4 NHERE IrIATER HEATER 19 v I I I 1> 7 . . v � I 1) THE MI 41MUM TREAD DEPTH EOUAL 5 I 0 INCHES. I � . him. ) INSTALLED. CANS TO BE VISIBLE EXCEPT ON I 1� � � V, 1> v ii b � CONCRETE > . . 7 . v � v 2) THE MAXIMUM RISER HEIGHT EOUAL 9 'I 314 INCHES. CONDENSATE DRAIN NO MORE! THi HIl THAN THE BASE OF GARBAGE COLLECTION DAY. I v I I � 1> DRIVENAY V . . . 1�1 I �v 7 5) A MINIt IUM 1 C1-INC,H ININDER TREAC DEPTH 19 MEASURED AT THE ViATER HEATER THAT ALLOP45 NATURAL Olill AITHOVT I � . . > v I I PUMP ASSISTANCE. 7 I I . 71 I ' I I I ) &AS SUPPLY LINE A/ A C,APAri OF AT LEAST 200,000 5TU/HP. I I d> . v I L> - . � � v . 7 � I , v I I I I I I � . -2 . . THE 1. -INCH INALK LINE. - -------- -------- I I . � � ) PROVIDE 51i Bill FOR Ill AT LOOATIONS 90VAL TO . I I I v 7 p 1> � � > � I . I . 4) A Ni ill liti ti rilll 0.115 IN l` T-11-11 I - THE TOP a 50TTOM 1 /S OF IT$ VERTIl DIMENSION. STRAP . I I . ) SHALL BE A MR OF 4"ABOVE CONTROLS. I 1 7 1 � I P I . � I > I v 7 I p 11 � . 1�1 1.2 5 11� CHES SHALL BE PROVIDED ON STAIRINAYS HIT -4 � COMBINATION PRESSURE 4 TEMPERATURE RELIEF VALVE TO � � V'�, . � 7 . � d> I 1> 7 � � - I I I SOLID iiii INHERE THE TREAD VEPTH 19 LE59 THAt I 1 1 OUTSIDE I UNTHREAPED PIPE FAC4NC, DOANVIARD BETAErN W I , � . v 1 U7 1 1 1 INCHE TO 24"ABOVE &ROUND. I I -0-A-A-A-6-El 7OR- ,v � 711� 7 I 1> �7 1 � � I I L � i> . 7 e-11 , v 5) A FLO R OP, LANDING 19 NOT REO IRED AT THE TOP i AN Ar. 11�HOLD GAI rL 06R BACK f O THAT DOOR v I . v 7t, I . . I I 1 I;7 v ,> I LANDS ON APRON 5/4- BE�OY I GARAGE FLOOR. . � 7 � I .� t, I . I . � 7 INTER R FL16HT OF STAIRS; INCLU:l STAIRS IN AN L- 1 4.0' . I 1 2) FINISHEP GARAGE DOOR OPEt 1146 TO BE 1' > I I I � I v v � v . . i> I .c> � .� . . . � � ENCL EV &ARA&E, PROVIDED A DOOR DOES NOT E ININ(S I Tr40 i &ARAISE i SHORTER IN HEIGHT 4 VINARRONER THAN Ill I > I I . 17 . I . . 1, � . I p OVER HE STAIRS. I 1) I I I 7 011 E DOOR SIZE 1. I . . i> V, v 7 , .. I I I 0 1 CONCRETE SLAB FLOOR . 3) V0Lp7aLOCKIN6 A� CENTEfl OF DOOR � I � � � � . � 7 1 � I WSPAC UNDF-RSTAIRINAY5ARr:PERMITTEOTOSE PROVIDE 1 BEDROOM ININVOIN Y41TH A MIN. 0 m FROM Ii TO A MINIMUM C lF.1 4" ABOV1VTOP I 1> . I . . � v > I � ,>v , v � � I . I PROT TED ON THE ENCLOSED 51 PE INITH A 1/2 INCH - Q NET CLEAR OPENING OF 5.1 SOFT. EX.CEPTJON: % SHEETROCK NALLS4 ii I I OF 000 � I . . . p I v I 7 7 1> I . . > . . I . I I . U�l � I IV I I � b IISYPS BOARD. in &RAVE FLOOR OPENING CAN HAVE A MIN. NET .1 - - u t- m I 10 . > . V . I � 1 15 . � � I � I I L I HA a, I I . I I . I I I , �b . . I > v I I -N1:Rj 0 1 1 � v Al - 5: I— d) CLEAR OPENING OF 5.0 SOFT. &_ , I 10 '. I I .. .1 � . t�l .1 � � �> 7 . ,v . 7 I 11 I I .> I V . ,> I I b 1) A CON INUOUS, RUN OF TREADS OF I FLIGHT OF STAIRS INIITH Iin In JU w OILL-H910HT: MAX 44"ABOVE FLOOR I 0 ;d; Ln 0 1 � � FEIINE THAN FOUR RISERS DOES t OT REGUIRE HANDRAILS. tu ILI CJ % M"_MN1N_0_HE1;SHT: 24". ii , 7> � %Q - I . "I 7 I I . I > _j Q_ ow 0 1 � D=:::::::::::::�1 11 Il , 7 .1> IN v � v, I ��� � I I 1�1 v - I I 1 2) HAND AILS ARE PERMITTED ON 0 4LY ONE SIDE. _j () It in 10 -1 MIN. OF! 2�NINO_KIPTH: 20' 2 I � I I I 3) HAND AILS INITH A CIRCULAR CIRC 55 -SECTION SHALL HAVE I W IL [� N 0 I I I I x 10 JU k" < I I I I I I AN OU SIDE DIAMETER OF AT LEA! M 1.2 5 Ii ANr NOT 0 (4 _3 ll 10 - SREA ER THAN 2 INCHES, OR $NAIL PROVIDE EQUIV li D BF-PROOM *4 In � I � � 6111i ABILITY. A LENT � I 1 1 lia a 0 7. d) z 0 Q INIOOD OR I N %Q 7- V r- 1 4) IF A INA HDRAIL 15 NOT CIRCULAR, 11 SHALL HAVE A I io LL RESILIENT FLOOR .1 I Ar . I I I PERIMI MER DIMENSION OF AT LEA! 5T 4 INCHES AND NOT _L I � &REAIER THAN 6.25 INCHES Vl MAXIMUM 01ii I I m SEE ENVIRONMENTAL = � tu 5: 101 %0 I I �_ SECTIC N DIMENSION OF 2.2 5 INCHE S. I 0 NOTES 10- 1 2. 1 0 . � I I I .A. 940,461iiiii - "'-"-*-64N,S++44AME;R,',11=19?10:F .. I In 11 I I 0 1 ek < IL I I � I I I FERMI TED. u) A Of -1 I I I � 1.0 & I d-) 0 < 0 � I I I I GUARDS: C4 1 1) i TO BE A MINIMUM OF 42 INC HES. � I lu �_ 0 -t � I I I %t 2) A HANI �RAIL AT 54 INCHES TO 5614CHES ALONG STAI PS 15 % � W_ 7 643 1 . 4ii .1 PERMITTED TO BE USED AS A &UAI i -1 _________j, b 4 .0 FOUNPATION PLAN STRUCTURAL NOTES: - I It 3) A 4 5/5 INCH SPHERE LIMITATION I! � PERMITTED AT TH E It 0.14. .1 y < 0 # - I OPEN! WES OF THE STAIRS. * TYP. 10 I - I ' ` . 51-01 . 5'-O" . 2 I "i 1.) SEE TYPICAL NOTE SHEET SN AND TYPICAL DETAIL � 2*X4'D *2 CLIS0 - I 2: J '* . . . . p .4 ' bill III L q'-4* EX+1AU5T_DU_C,_T �--! ,MATION. -9 I ATTIC a 0 TERMINATE I SHEETS SP 1 -SD4 FOR ADDITIONAL INFOR - _. _____ J9T ALT Il c1c - 1) - . 0 V& . I to i I %) Lu I I A% i -vo 1 2.) PROVIDE ANCHOR BOLT SIZE AND SPACIN6 PEP, OP. 0 I . 0 . OUTSIDE OF THE , N , si� L- I 7.5 It () 0 Iti) La 6 I SHEAR NALL SCHEDULE AND TYPICAL DETAILS. I c I b N - (4 1 BUILDING IIN/ � 11 V < > V I " CAMPERS. I 3.) RECOMMENDED SLAB SECTION: I 0 0 .1 . - BACK -DRAFT C7 V 6V (5v C7 v N I I < , . . C-50 ��, .6---Y- - - - �__ I --- 2650 1 ck y - . - - - :!��; . I I .. .. - . . � . . v OL I - . I I , I i- - I "l I. -._ I I.. �� 7 '. -i'l . - 7_ '"' "', '. � 11 ,�� " I 11 � .. . �,, -.I I . illw_�_ I �1.1, .� . A- 4"CONCRETE SLAB INITH #5 AT 1 5"O.C. (�>_ a , � � - � ., I I I - - - � . 1. � I I ORADNO-AT FOUNCATION- I : I I IRROR 0 () 0 to - . SECURELY LOCATED AT MIP-PEPTH OF SLAB. RANITE +3, ' T I I .. I I I SIAI �FL / T P 4 SPI -AS i Ill . U, � , THE &ROUND IMMEDIATELY I * B- 2"SAND (DELETE AT EXTERIOR SLABS) -SEE - i m = FOUNDATION I I � I I b"RISERS 0 lu YA,-,,\ ADJACENT TO THE SOILS REPORT IF APPLICABLE. � b 15 to =4 0 -1 I ___1 . I . I 1 1/2'T1111i PS I HAL / M 5 't "INS557 , b 3: 0 V c7v 1 1 1 1 / (!),. 11 b f g �- FL 13 SHALL SLOPE ANAY FROM THE I . .::I-- I i I I wv'%N YA4000 ., 5UILVINC7AT A SLOPE OF NOT , I % � C_ NATERPROOF MEMBRANE (DELETE AT EXTERIOR co � RESILI / R ANIT"+ -I - J�) T.P. 0 ill b * fA m I q) I % I � I 1, 1 c7v SLABS) -SEE SOILS REPORT IF APPLICABLE. m I ARP DEFERRED SUBMITTAL: 5PL IN BACKING rF�h N .1 m JU Ii I f. LESS THAN ro INCHES V41THIN THE � I � SUBMIT DRAININ DEPT. FOR SEE EN AL 0 I FOR TOINEL - r (4 0 I FIRST 1 0 FEET (5 %SLOPE). I I 1u. Ill - . � rl- 4"FIREE DRAININC7 MATERIAL -SEE SOILS REPORT I &S TO BUILDING NO ES li 50LOR BAR e 44* w Im I Lu 11 I � 11 I I b APPROVAL PRIOR TO CONSTRUCTION. / / 1) IL IL BATH I - � I , �- d) L . I f1L I I . I IF APPLICABLE. . . . . . - / I Ti I I , U_ < IJ) 1. 10- I - I., . I BATH tz %D 43 TILE '111 11 ,,, I *1� I I I 0 11.11 E- PROPERLY PREPARED SUBC7RADE-SEE SOILS tr I a , F,./I If al ,u wi - It ;t I I ,/ EFUR-NAC __.WT:�// N w .- - I ll,'' _j -1 -, AT"10-- PASSAiSilWAY: a / - �// TILE FLOOR y --: 0 FLOOR I < d) < I I I ,ll I " I I tn �: I I in - I 11 I REPORT IF APPLICABLE. L- I 1.5' , PROVIDE UNCBSTRUCIED,SOL111 a 1 -:10 POUN 9 / I T.P. I .. w 1 <� < . F- CONTRACTOR. TO PROVIDE CONTROL JOINTS AT FLOCR b OT LESS rHAH 24" Yl x 0 1 'd I 1/03 I , 6ARA6E_2_V_ENTS: � > LES5 THAN 20'IN L EIlli Fi Pom 0- )SU . 0 T-tv 0 L- I 6.5"INCL b [L i 1 1 5 6 5qFt - 1 1 5 6 SqIn OF Ii VENTS I - I � 7 v . 1. I � 1 O' -O" O.C. EA. NAY MAX. : D .25 1 (1) 2'l .1 I I 6"x 1 4* VENT - 1 1 SqItl PER VENT 1. � I ACC, ess rO H /AC UNIT. 201 5 Ci IC a I TILE - W AIER e NINDON In I I I � . I I I . I , 1 4.) TYPICAL MINIMUM BEARIN& NALL FRAMIN6 U.N.O.: I I EC'ION -104 1 1. a TO + " I I I , NJ � . W w Iu . Ill . Gfl 0 50 P TOILET 1 1 36 / '7 1 - 1 6.00 VENTS c,v I : � me 01! of - I r I I I I I I CEILING BRE K - I I I I I 0 � 0 � 9 I 0 1 , 1. I I _zm;;�r i I I PROVIDE 1 b SCREENEV FOUNDATION I 11 EXTERIOR NALL: 2XE, PF STUD ATI 6" O.C. . . . . I . . . . I . j � � � � 2 1 :,; I c,v INTERIOR INALLS: 2Xro DF STUD AT 1 6" O.C. ; . I � VENTS I , I L IL L L IL I i w w ill tu . I I I w w w w w I I �' I I I a a D a a I Ill PROVIDE 1 BEDROOM ININDOIAi INITH A MIN. W- 1 ' ka 5'l q. 4' - b �, I I I . . � 5.) SEE DETAIL *7/901 FOP, TYPICAL STUD NALL NET C LEAR OPENING OF 5.7 SOFT. EXCEP ;0 11 I - I - .1 *1 ______ _. ,� ELEVATION AND TYPICAL NALL OPENIN6 SCHEDULE. TION: .1 � - � 'i Rii ri I . I PEEP SCORE i 1� I 611i FLOOR OPENING CAN HAVE A MIN. NET m I �h FLOOD ELEVATION CERTIFICATE PREPARED BY I N v � 6.) TYPICAL FLOOR JOIST AT GROUND LEVEL SHALL 5: b CLEAR OPr 5 H OAF_A__VALVIE__N_0_TB: . I �, I � � .. .1 =NINC7 OF 5.0 SOFT. / I b LAUREN J. McSIAIAIN. I I - . , I 2X6 DF#2 AT 1 6" i (MAX SPAN - V-O'l 1 %Q ma- SILIJHM(SHT: MAX. 44* ABOVE FLOOR // KO -TE: PROVIDE INDIVIDUAL CONTROL INN I .1 I * TOP OF BOTTOM FLOOR (INC,L BASEMENT): 150.0W x MIN-OPERIN"ZI&HT: 24". -A I RAISE PLATE .. THERMOSTATIC MIXING VALVES, -Z I 1 1.) PROVIDE DOUBLE JOIST UNDER ALL NALLS INHERE In MIN. OPENING Il 20" PRESSURE BALANCE OP. 0 - *TOP OF NEXT HIGHER FLOOR: 152.50' 1 1'� I I I., I NALLS RUN PARALLEL TO JOIST. / HEIGHT TO 1 O'AT 9 ATTACHED (SAIl TOP OF SLAB: N/A I . 0 I COMBINATION VALVE TYPE. C,Fl 0 I , U) SHAVED AREA. 405.5 1 I- I 9LOINESTELEVOFMACHINERY: 191.5W I I I I I �, I 6.) PROVIDE SOLID BLOCKIN& IN FLOOR AT 24i In e LO;NEST ADJACENT FINISHED GRACE: 150.641' 1 c7V 1 1 1 � PERPENDICULAR TO. AND ADJACENT TO ALL BEAMS . lia / PROVIDE BARREL / / I I - `Q I I . (4 1 / . b 1 4 � I 1, 'D '. I I / CEILIN6 BELOY4. / / . C4 L a e HIGHEST ADJACENT FIN15HED &RAVE: 1 5 1.0 1' .1 . I b SUPPORTIN& BEARINC7 NALLS ABOVE. v / Barpmoom 05 Q � I I . , C7 v .1 -1 2 / ___j I . I Lu 0 0 cl.) SUPPORT ALL TRIMMERS ABOVE NITH FLOOR/CEILIN& ri 131550KOOM #2 / "n �_ NOOP OR T Lu I m I .1 I 4�_(:!ONCRETE SLAB I I I � 0 �_ / I / tu,u lu u) (4 %b l I I m JOIST NHERE TRIMMERS CAN NOT RUN CONTINUOUSLY I 0 rl OP, 43 JU Ulu) /, / d) 0 NJ RESILIENT FLOOR I � N1 #5 REBAR AT 24"clic, EACH D Ill i / I / > -1 13 < < I I :� I In RESILIENT FLOOR b a to In .> J I / -jo 03 " in W_ W I CONC,R TE - INTERIOR-MOMSTVIii CONTROL: 5 I I i� I TO FOUNDATION. _j 0 b SEE ENVIRONMENTAL B NAY OVER 4" ROCK BASE. � 0 � SEE ENVIRONMENTAL � _j 0 10 / , � NOTES 10- 1 2. `Q < - FOP, INTERIOR MOISTURE CONTROL, A 6 -MIL I " W IL / ll I I SLOPE TONARDS DOOR. NOTES 10- 1 2. m Ii . I . < I I , 10.) TYPICAL FLOOR SHEATHIN& (UNO): 5/4"THICK, APA Ill .1 U) IN � _% POLYETHYLENE VAPOR RETARDER YiITH JOINTS '. I I , III , co n 0 I 10 i / � -04 %Q -1 0 PROVIDE I BEDROOM IININVOIN INITH A MIN. C4 %b z Ili -i � (I /4"/ FOOT - MIN) � RATED 5HEATHINC7 OR RATED STURD-1-FLOOR, SPAN Zo I I " " 0 LAPPED NOT LE55 THAN b INCHES 5ETriEEN THE BASE I I I � I SEE CONCRETE - INTERIOR I � I RATIN& 45/24 (24 FOR STURD-1-FLOOR), EXPOSURE .1 I %) / NET CLEAR OPENING OF 5.7 SOFT. EXC fPN: I I I < I 0 1 � COURSE OR SUB &RAVE AND THE CONCRETE FLOOR I I I � I `Q / / I &RAVE FLOOR OPENING CAN HAVE A MIN. NET .1 z _j z 0 - SLAB PEP, 201 S ii SECTION R5Ol (DINELLIN6 .1 MOISTURE CONTROL 1 STRUCTURAL PANELS, APPLIED Y41TH LON& I FD / CLEAR OPENING OF 5.0 SOFT. %a < fL %_ I I I ,. I DIMENSION ACROSS SUPPORTS AND ADJACENT PANELS / SIL�I -H-T: MAX. 44"ABOVE FLOOR I < i ANI7 6AIll SLABS.) AND A 'CAPILLARY BREAK". [ I I I .. I / M -j v -1 IN. OPT-NNO ON fL Ul 0) I HEL _T: 24". � &V I I I I F2 I I I STA66ERED Y41TH W ENDS OFFSET 4' 6LUE PANELS MIN. OPENQWr7_AtVTf4:.2O" . �) (L II.- �_ I . � 201 5 CALCKEEN SECTION 4.505.2. 1. CAPILLARY .. 24x24 .� I TO ALL FRAMINC7, ED&E NAIL Y41TH I O'd COMMON Iii 11 - I i 111111111i -_ - v 0 z b T_ , .� I __9 I Ill _j �) z l BREAK: I I ., '. L - _ll!_ - - - - , . .. I I . I C,V SHANK NAILS OP, EOUIV. i 1 48i X 5") AT 6" O.C. Gil, J_ J_ - - ���ilill,22�� -iii ___ - I pill I .. 0 u- c_.j Fu � . � A CAPILLARY BREAK SHALL BE INSTALLED IN � I - DEEP SCORE - AT ALL PANEL EDGES, BOUNDARIES, BLOCKINCP AND - . _j (� :,( < 2: - - I 6 I � ;0 . �. : � ,A A - .1 1 -7 1 1,- 43 z ul P . I . . COMPLIANCE Y41TH AT LEAST ONE OF THE FOLLOIA11i . I _77.7 - . '. i : I NHERE INDICATED ON PLAN. FIELD NAIL AT 1 0" O.C. � 6 u- z 0 W_ Lu 1) A 4 -INCH THICK BASE OF 1/2 INCH OF, LARGER Z� ICK NALL AT ArP , I . I CLEAN A&61iii! SHALL BE PROVIDED HITH A .1 c7_V - - _-L , � I �� I I , 1.1 I . PROVIDE 1 /8"CiAPS AT ALL PANEL ED&ES U.N.O. BY I L-5.25' L-7.0' 4INVON. L-7.0' L-5.25' 0) ll =) 7- < VAPOR BARRIER IN DIRECT CONTACT V41TH � " . PANEL MANUFACTURER. I I I V Lu I tu -I I . I I CONCRETE AND A CONCRETE MIX DESIGN, INHICH -3 . 11, I 1 1.) PLUMBIN6, SPRINKLER, AND MECHANICAL COPPER SCUPPER SEE FRONT EXTERIOR COPPER SCUPPER I FL to IL 0 IL Y41LL ADDRESS BLEEDING, SHRINKAGE, AND ;. SUBCONTRACTORS SHALL COORDINATE ALL FLOOR I (CONFIRM IN/ OININER) ELEVATION. (CONFIRM Vl OIAINER) I I "I I - CURLIN6, SHALL BE USED. FOP, ADDITIONAL b I Rl OFENIN& NOT . HOLD &AIIii . AND NALL PENETRATIONS Y41TH FRAMIN& I I I S. -O. INFORMATION, SEE AMERICAN CONCRETE INSTITUTE, .1 . I I FOP, 51 DOOR --f- � I , SUBCONTRACTOR. � 1 4. 81-01 .. q'i .. Wl 11 q'i I Wl ----a I I . ACI 502.21iii m I FLOOR BACK 50 THAT 11 " I " LI\/A5LE: f 4.�, I 1 "71-61 6=0" 5. I ZOVED BY THE .0 DOOR LANDS ON APRON 1 12.) SEE TYPICAL 5HEAR NALL SCHEDULE FOR LOCATIONS 4. � r I p 2 6 6 2 5qFt 1 ST FLR 2) OTHER EOUIVALENT METHODS APPR -3. :k� 5/4"eELON FLOOR. I #e I NHERE SIX FIT SILL PLATES ARE REGUIRED. I 11 1-v- a I ENFORCING AGENCY. . iii, I , , 1 4 V-0` � I 1 1201 SqFt 2ND FLR 5) A SLAB PES16N SPECIFIED BY A LICENSED DESIGN 6RAPE BEAM: 3865 SqFt TOTAL I PROFESSIONAL. g V I ORl BEAM: 1#1 / : _. I c,v 13.) PROVIDE POS. ATTACHMENT FOP, ALL BEAM TO POST, � --- - I lZt F2 . 2" Fl x 1 2" THICK Y41 I BEAM TO BEAM, POST TO BEAM, AND POST TO POST - I I ILI I .� I \ 12 IAIIVE x 12"THICK Ill I .. I CONN'S Y41TH (2) ST2 2 STRAPS MIN. AND A5 5 CLIPS I . 4v 1 m I � (2) #4 TOP 4 BOTTOM. . 1--. 11 I I � I ". L - 124x24 I � " #4 TOP 4 BOTTOM. 24 4. 1 FLOOR FLA 4 ST WCTURAL TJES: ggggowg*m" 6ARA6ES: . � (2) U.N.O. PEP, PLAN AND DETAILS. -NO- - I , . .. ... I 11 \ 1.) SEE TYPICAL NOTE SHEET SN AND TYPICAL DETAIL I'll ii SqFt I I I � I 11 � � . � I I - � . 7-77 1 1 \ \ ��\\ � - . =71 - - - - - - - I 11 14.) ANY DISCREPANCIES BETNEEN FRAMIN& SHONN AND � ,��\`� \ \\�\\,\ I \ I � .. .. .. FT� �.._ �, - 777:777777�': \ , \\\ TYIP. 2 STORY . .... -.= . .1 , \ , SHEETS SV 1 -504 FOR ADDITIONAL INFORMATION. SCALE: 1/4'- 1'-W .3. ___ I . 1 4. FIELD CONDITIONS SHALL BE IMMEDIATELY BROU6HT I , , \\,\ 2 2.) TYPICAL MINIMUM BEARING INALL FRAMING U.N.O.: 16 - - - __ - " 4 1 . � I � 1. I'll � . , I \\Xl\ \ SHEARYl . I 1, 6 � � I 0 ES: 7 . I \ \ � I . L---L:J- - - - - - "I 1, IS - - I .. 5'l .0 ROU61H OPENIN6 FOP, 24X24 24X24 ROUGH OPENING FOR. 15.) ALL EXPOSED FRAMINC75HALL BE PRESSURE 1\ \ �,\\ EXTERIOR INALL: 2X6 PF ST I UV AT 1 I O.C. I - J ,- AUTOMATIC RESIDENTIAL FIRE SPRINKLERS ARE PATIO: I 1 0'6ARA&E POOP, 1 O'C7AIi DOOR F2 I � I \ 24'l .. - 61-05" ------- 1p F2 F2 TREATED NITH TREATMENT PROCESS AND APPLICATION \ \ 1, INTERIOR INALLS: 2Xb OF STUD AT 1 6"O.C. REOUIREP AS PEP, SECTION R5 1 5.5 OR NFPA I BE). 55 SqFt FRONT I b b APPROPRIATE FOR EXPOSURE ACCORDIN6 TO MFIi I \ 1, DESIGN BY OTHERS. SEPARATE PERMIT 161ILL BE ,�� \ � � b I 1 SD2 PEP, q/SD2, �\\ \\\ . REOUIRED. I 1 155 Sl REAP, � .1 . . r4RITTEN GUIDELINES. m , 3.) SEE DETAIL '7 /SV I FOP, TYPICAL STUD INALL 2 4 5 SqFt TOTAL � %Q %0 I � TYP. I 16.) PROVIDE METAL HAN6ERS PEP, '7 /SP 5 AS REGUIREV, \ I I � I \� \\ I ELEVATION AND TYPICAL riALL OPENING SCHEDULE. 2.) SUBMIT FINAL CONSTRUCTION ViASTE I _Om I Wl I Wl - \ \ . 1, , \ I a, 1 i . I Wl . . 1 011 . . I I UNLE55 NOTED OTHEIi " 1\ , 11 \ 1, '\ \ - ,,\ 4.) ANY DISCREPANCIES BETINEEN FRAMIN6 SHOYIN AND MANAGEMENT REPORT TO THE BUILDING I I # & -o,�?alii I -Ir I \\� � � � \ , \\ 1,7 1 . -_ I I � I � � 1 -7.) ALL STRUCTURAL MEMBERS SHALL BE FASTENED IN , , 111 � I \�\, \\ 1� � "� I FIELD CONDITIONS SHALL BE IMMEDIATELY BROUGHT DEPARTMENT PRIOR TO FINAL INSPECTION. BUTTE I-OUNTY DEVEL0P!lli:ENT SERVICES DATE: I \\ � 11 I , 5.) PLATE HEIGHT TO BE q'UNLES5 NOTED OTHERINISE. 1 32"i 1 1 -1 \ �\ 1� I" IS V c7V ` IS V C? V I � 11 I COMPLIANCE INITH 2015 CBC, FA5TENIN6 SCHEDULE, \ I \ � � 11 I I \ Mr, TO THE ENGINEER OF RECORD. 1 4.) TYPICAL JAIALL FRAMING. UNLESS NOTED I 3/5 1/201 16 , - - TABLE 2 5 i 1, UNLESS NOTED OTHERNISE. ",\\ '111% ,\ \11� \,j - �1'1\ 5.) ALL EXPOSED FRAMING SHALL SE PRESSURE OTHERY415E: I I , ?, . I _t . � .. I � -"\",-\A ,\� "\ \\ . \ , RE"VIEWED FON? 9 C, A L E: I - I , ; I . ..., " v '. - - , � _.. - 1, " In \ , , \W\\�\\\ APPLICATION APPROPRIATE FOP, EXPOSURE INTERIOR Y4ALLS: 2"x4"VF STUDS @ 1 i 11 I it, J � � . 6�... . 71�,I�lll `,��t t-- C "" E , � � - ,�� ., . , 1'� � %:7 .- , I—% I �, � ,: ", !I0 - , " 1. '. " , I - _\ I,' TREATED INITH TREATMENT PROCESS AND EXTERIOR IAALLS: 2"xb" VF STUDS @ 1 li - I p mi 1.1 \ I , \ '\'� \ I CODE_ LIA N C t- SHOP4114 .6 - �. I I ",\ " \:\ \\ I ACCORDING TO MFR'S YqRITTEN GUIDELINES. U.N.O. DNfE i3y ri 1� �% . \ �, \\, \'\ 6.) ALL STRUCTURAL MEMBERS SHALL BE FASTENED IN . "I I - - - 11 b I I , � \ 5.) PROVIDE VINYL TUSc:AN ININDOY49 FOP, THIS 1160 . I &V .1 I I'll �\ I \ 11 , \ \\ , COMPLIANCE V41TH 201 9 CBr_ FASTENING SCHEDULE, PROJECT. a;)) 80 ON 'i \ , I 11 It � � I \ . . TABLE 2504.q.1, UNLESS NOTED OTHERINISE. I toj 0 0 . � . I � It � � 1. ,� I - . I \ I * eyony DEEP SCORE - x . . I \1 VFLATE � It - \ � I 'i '.NIN6 IN - , - I I . I )R HE 16HT � -, cr �-- �� ,, - -- �, (�� i I I 1 [7,7- '" t � " i,� , , I, - ", , 1. - v_ - A�p 1,�,�Z, �,,, Y, x , -� � <, , I I \, , I I � I �' /", I ,, 11 I 1� SHMET , ,� , 1'� B - " � I L ,,, ,� -i- " , , , 1, ., . '�': I � ��, , I J'Pl` 11, I � " i--, I \ , , x") , , -, � �, I su , ` "',�,"'""", I I -OP -1 1�' I I'll I f RCOD'Ei Ill , , I 1, , I � I I , , I 44, " : � 0 '1'11"�,,. -�-"%",A,-�,,,�.�,,,�",.���;�,�,, "XI"X�,"I"'. 11 1^x"i > I � _,/,�,,� , , �,� �V�,,� � I I 1 2 NjD-Tf--- HOLD &ARA&E I I SCALE: 111li V -i I I I L I FLOOR BACK SO THAT I I O.H. � 17"�_, .- - �_ t � tu i I __1 i 11 2011") r , lu ------ __ ___ I I "i I, I I I I . � I I TRB AND ASS0'4'_",1A7" P C_:', 0 COPYRIGHT 2015 1 I- I l�, &__ %_i I I � I I I I I I I SUMMIT STRUCTURAL DESIGN - STRUCTURAL ENGINEER -- I ,,, . -1 INAY 1 )I,,141 MAX RAMIREZ - GOLDEN SUN DESIGN - ENERISYCALC5 r,:\Users\Lynn\llor,uments\(:�hief X 7 Plans\Bret- INstyland - Pavis Residence\Val Residence.layout . � AM I I � " �� __ i I �� ,,, I,,, ,', �,_' LAN CON5TRUCTION, INC. I* LYNN SMITH - 11RAFTING, , ,-. Y., W"_..(:.9,L0\1,! -7 - - I - I T 7, 7 1 1 XI"'. I . - 7 ' 11 I I - t,7 OF I i _ _'ji _ , , 7T . e. - 3p 1 PFA 0 1 101, . 01) . ) - �`_ I 1 113 "i ll - - 1 , , I � I �",R I - 1, I 7 _�t I " 1,17 W_ 11 I 0 ! 1� 7� A, ,,,�, , , I I ,*- - *Ir 22 1 6cl SAMSON AVENUE, CORNIN6,CALIFORNIA lill 553 P-10 LINVO AVENUE #2O0,C,HIr_O.0A 4154126 OINNER: TOM 4 AMY DAV15 I I q `1 5YCAMORE VALLEY ROAD, , I -41S25OFFICE (530)624-360SC-ELL : -PHONE: (550)521--T242r,rzLL (530)682-6502H15CELL i cill i 1 HERCELL (550) 542-4755 HOME '75 1 � I - I , I � , �� , I I I'll - _11 I -I- (550) bal _73M (530) 5412-440-7 IINORK I . I . .1 1-1 -1 EMAIL APDl Infoewaylandr-onstructfon.met ,111"i EMAILADDRESS: Maxor,adMamsi EMAIL ADDRESS: litylande5ummItChIii EMAILAPPRE59: Tome0avIsMachinemet AmyPsvIse6Msi CHICO, CA q 5 -1 _ _. - --- - I I I � n I P.- (550) 89.1l.-OS55 INORK . I I I I . I � I I I I I i I I I - � -1 � - - � - --r-F-7- - I lj-�r-�-- i __________, ____ � i : I : l I I 11 F________FF_T_F___-_ - ---- ____ - ___ - - - - - __ ------- __ ______ - - - I ___ --- --- ____ --- ______ ____ ____ - ----------- __ --- I - ______ ________ --- I I . I �, II , ! I , ii I 1 �,1,7p - �1 __-___7-'1""-r_7_- '------7-- ----I--,----- ---�--- --------r----- __]__--F�T['_ I -- T ---'-7,y, __.,,-- --- -I I ---- - -- ---- - I I ! I 1 77' 1 1: : ___ I --- __`7 , I ill � 11 I I � i 1, F' ,l 17 J� � i !: I : : I I l 1� I � I i i : li :1, i , I F___ � __� _11__�_ _____ - __ - - - __ __ - __ - --"---- -1 __ - ______ I I I I I ; ; I ,I � I i ,�i, FT. 1 � I , 'I :i ! I I ;:i,� i "i "ll, i�, 11 - � , I I I �i: ! I!;' I , I L i, � , - I I I I I I 11 I I I : , I I I � I I �: � ! i II!, 11 I I ii ; --- ------- _____ _____ -_ I I I I 1� I I � I 1 1 1 I i ,: : i ! I ,� � I I I , � --- - I - � I - -_ l� I L...: I I I I I III I ;� I � II� �� I � II �::; �� I I I IL� I --- _--i I I I � I I I 1: � I . - - - - � - �� - -- - .- � - I - � I I I - - I --' , I � I I _1� !!I I - - I I , 11-1 . I I � . I I I I I I � I I I I I � I I I I I � - I � I I I I I I I I I I I I I . I � I I I -_ -_ I - I I -- I I � I I I I ARCH El I I - I � � " I I 1~ V, .7114t--. L-1- .�, IIII - - '-' I . - I . .. I I I I . . . I e = j __I�_A_ I I '--- ��"' .---. "AT uvr_m 4*"Kvr�rl t:8A0ot:. , 50"x42" I � I FOP, INTERIOR MOISTURE CONTROL, A &-MIL I I I I I I I POLYETHYLENE VAPOR RETARDER YVTH JOINTS \I , I SLOPE TOIVI POOR. . I .1 � I 10., � . 1 7. (11 14* / F040T - MIN) , I � I I I LAPPED NOT LESS THAN 6 INCHES BETP(EEN THE BASE I I I . HHILE EVERY ATTEMPT HAS - I . I I � � I I COURSE OR SUB GRACE AND THE CONCRETE FLOOR I SEE CONCKETE - INTERIOR I � I . I I BEEN MADE IN THE I I 'ONTROL PREPARATION OF THIS PLAN I SLAB PER 201 S C,Rr_ SECTION R506.2.3 (ONELLINC7 .1 I MOISTURE CI, 1 � I I I I I AND GARAGE SLABS.) AND A *CAPILLARY BREAK*. I �. I I �. . - I TO AVCIV MISTAKES, T14E � �� I MAKER CANNOT GUARANTEE � I � I � , cw " - I F2 I .� I AGAINST HUMAN ERROR. � . . 1 201 5 CAL&REEN SECTION 4.505.2. 1. CAPILLARY . 24x24 I I � .. BUILDING CONTRACTOR / I -- I BREAK: - -_ - -1 -' L - - -I, �.,!, I R I C,V � I I A CAPILLARY BREAK SHALL BE INSTALLED IN - -I- - - - . - � , HOME CANER TO REVIEH AND I I I .. . 1. - , I - . " .1 ___P SCIORE I VERIFY A" DIMENSIONS, - � I COMPLIANCE V41TH AT LEAST ONE OF THE FOLLONINIG: -2. 1, I � . ,., I - , I - I I 11 I I I I SPECS, AND CONNECTIONS - . 1) A 4-INC,H THICK BASE OF 1/2 INCH OR LARGER - - , � - - - - - -1 11, I I BEFORE CONSTRUCTION � I --a - - - . I I '�. I BEGINS. � - CLEAN AGGREGATE SHALL BE PROVIDED NITH A .1 I I I I � VAPOR BARRIER IN DIRECT CONTACT r4ITH - F_ --wr- - I- + 4-- -_ f q -_ , _ .. I I I � 1 , I CONCRETE AND A CONCRETE MIX DESIGN, Y4HICH I,- I I ,� I 1 1.) � � I I I - I I I I I I I Y41LL ADDRESS SLEEPIN6, SHRINKAGE, AND I I . , I PjtA"jN6 BY'-. � I . CURLING, SHALL BE USED. FOP, ADDITIONAL P, ENIN& NOTE: HOLD IS,ARA ' I � , I I - I FOR 5 0 P, I 1, I 0 INFORMATION, SEE AMERICAN CONCRETE INSTmvrE, --;-I- - FLOOR B�ACK 50' I" . 'C - -SAP N � b -�---4-__4__1 1 T14AT I , I IN GAT -FOUNDATION: m I - . . , I � I I I I I THE GROUND IMMEDIATELY ACI 302.2R-06. POOR LANDS ON A70N � . I . 12.) 1 liff H � I I ADJACENT TO THE FOUNDATION � 1 2) OTHER EGUIVALENT METHODS APPROVED BY THE I , I r I I I 3/4"SELIiON FLOOR. I I . I (580) all 1 -0565 I , � SHALL SLOPE ANAY FROM THE ENFORCING AGENCY. , 7 N^1 I I S) A SLAB DES16N SPECIFIED BY A LICENSED P5515r-1 - - � . GRAVE BEA.M: I 1 c7v is.) I Cl Ye,AMOKE VALI.EY PLOAD I BUILDINISP AT A SLOPE OF NOT "I-- -ORAPE-13 _Al - cmzo, COI 415.1,75 1 � LESS THAN 6 INCHES NITHIN THE PROFESSIONAL. �t c7V 1 � � I I N F M_ i 12" NIVE X 12" THICK IN/ 9 I - I L*Y'NNSMITHS2*ATT.NffT, I r I - - I- - - -1- - -1 . , 1 - 2" - N - I - P - E x 1 2" THICK IN/ 0 � � FIRST I 0 FEET (5% SLOPE). . I 24x (2) #4 TOP it BOTTOM. (2) #4 TOP 4 BOTTOM. 24 4 10 I., I I m - " , I I I 1 7 _�-illl�i) , I I I I ' L r. III � / I = -F,: 77 1 ,. I . L - - -_ - - - .. - . - - - - I, 1 " I-- I . - - -----. - I .. I - . - ! - I - A,:::- - - - I . " I., .1%- . - - - - - - . 11 . .w,, ., .. 14.) 1 , I- -_ i -0- - "L I-Ift4- � , -4 �- , I I I I . - - . - - - - - I I � 1� 1. I -_ A - I � 1. - '71"I � 7 - I WI 0 . -1. I ROU&H OPENINIG7 FOP, 1. I . Isv I ROUI57H OPENIN6 FOP, I.- - ____ I L ' 24X24 24X�4 11) _1r_ )IIii, I i GOLDEN SUN I - " - - - - -, 1 0'6ARA&E DOOR 15.) V, � . 1 W-4" 14'-6* . 1 a"I . 24'-O' 1 1 L 61W J. I ,)- u. I 1 O'CiARAISE DOOR F2 F2 "q 2 -09 . , 6--pasiaNs 1 4 1 . . I . - . , I I RO ,� I a I b 0 ro I PEP, /5V2, 017-A CEILINIS-7 FRAMINO: .1 502 0 MAX 1.) ATTIC, VENTILATION: ATTICS 4 ENCLOSED RAFTER SPACES SHALL HAVE 1 9 - - I .- . %D TYP. 16.) P' T RAMIREZ CROSS VENTILATION FOR EACH SEPARATE SPACE. A MINIMUM OF 1"OF __ I 51-V I . W-01 i 01-o" I WI . I OI WI � . - - i AIRSPACE 15 PEOUIREP BETY4EEN THE INSULATION 4 THE ROOF SHEATHING. THE . 0 0 �z ±: - - . . . NET FREE VENTILATING AREA SHALL NOT BE LESS THAN 1 / 1 50 OF THE AREA I C7 V 0 L I . 1 17.1 S LOC,ATED IN THE � C7 V o c7V C7 V IS V � OF THE SPACE VENTILATED, Y41TH HALF OF THE VENTIII 0 - L6V I 1 52'I 1 UPPER PORTION OF THE SPACE 4 THE BALANCE PROVIDED BY SOFFIT VENTS. I -9. .. I - - I - _T_ - _F - - _. - � . R606 --- - 2.) THE MINIMUM NET FREE VENTILATING AREA MAY BE REDUCED TO 1 /SOO OF I � . I . � . 1. , _� - - - I - . 1. I . 11 , . , THE AREA F`1HEN AT LEAST 40% 4 NOT MORE THAN 50% OF THE REGUIRED - -'11-I - VENTILATORS ARE LOCATED IN THE UPPER PORTION OF THE ATTIC, OR I .1 . I - - - - - - - - I I 11 - . I I - % I- 7 , .1 roI .. . - 11 1. � I � ::r_ � ` ` �a - - --_-I - - - -, - . RAFTER SPACE. II - N ,,�- . b I I S.) ATTIC ACCESS: AN OPENING NOT LESS THAN 20" BY 30"SHALL BE PROVIDED i % � - C7 V I I -1 I 0. - � � TO ANY ATTIC, HAVING A CLEAR HE16HT OF OVER 50". A 50"MINIMUM CLEAR . - N, . . �.� It . I I I ,OVIVED AT OR ABOVE THE ACCESS , I , I � I , HEADROOM IN THE ATTIC, SHALL BE PP I I I I � It . , � - I OPENING. R501.1 , '' III'', 'Q I IN � I I EE -P, SIC. RE- . I . I � .. I 5AMETY_O_L)��Zft � , 6_A9A6E_1_Yf__NTS: m R 5714 OPENINIS N 11 1. 0. , . 1111:,:1 I � HAZARDOUS LOCATIONS REOUIRIII SAFETY GLAZING INCLUDE THE FOLLOYI r524 SqFt - 624 SqIn OF IREG. VENTS I '�%" I I I 1 J GLAZING IN SY41IN6IN& COORS EXCEPT JALOU5IE5, IN FIXF �Rv 51 DOOR 1% I 0 4 OPERABLE PANELS I . ___;glpl"-. - 6"x 1 4* VENT - *7 1 SqIn PER VENT . F2 0 , I I ,,11 , OF SLICING DOOR 4 SIFOLD ASSEMBLIES, 4 GLAZING IN STORM DOORS. . I I I -1 2.) GLAZING IN POOR5 4 ENCLOSURES FOP, HOT TUBS, r4HIRLPOOL5, SAUNAS, STEAM 10 I � i I I I I I I I i - I I I "I 11 I'll I I I . I � I ROOMS, BATHTUBS 4 5HOY4ERS, 4 GLAZING IN ANY PORTION OF A BUILDING ViALL I A .,."3 -, 624 /'71 - 5.141 VENTS I 9 L 0 P I- I lu I � I /11 6� � I - � I 1 13 ENCLOSING THESE COMPARTMENTS Y4HERE THE 50TTOM EXPOSED EDGE of: . PROVIDE cl SCREENEP FOUNDATION . 8 , - I I 1 4 1 . 1 114"- 1*-> III 1 \902� 1 1 1 THE GLAZING 19 LESS THAN &O"ABOVE A STANDING SURFACE. -ti - FV FV FV 1 9 VENTS .1 � INOTE: HOLD ISARA&E 1____1 2 I I I I SJ GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJAC,ENT TO A POOP, . �. 7 - - - - I ______, , .. I I , c?v I L I IFLOOR BACK 90 T14AT I I I O.H. 0 f � r`IHERE THE NEAREST EXPOSED EDGE OF THE GLAZING 19 P41THIN A 24" ARC OF . .: , 1. _ I iu 6 f :_ - - , � I I � �,- 'r � , , I �. I b - - iu -, I I EITHER A VERTICAL EDGE OF THE COOP, IN A CLOSED POSITION 41INHERE THE , � .1 Ck DOOR LANDS ON APRON .1 I "I , F_ - -- _-_ _.- - - - II''', 9* i i ��, . � III I 11 ! � I BOTTOM EXPOSED EDGE OF THE GLAZING 15 LESS THAN &O"ABOVE THE . I cz 15/4" 5ELON FLOOR. , � I i I I . FiALKING SURFACE. THIS PROVISION DOES NOT APPLY Y4HEN THERE IS AN . Zo I :1. FLOOD ELEVATION CERTIFICATE " . 11, I :! � v )NALL EETrI THE DOOR 4 GLAZING, V4HERE ACCESS THROUGH I INTERVENINIS I - I I III I I . � THE DOOR 15 A CLOSET VOR LESS IN DEPTH, OR TO GLAZING IN INALL5 I 1'.� I m I � I PREPAREV BY LAUREN J. MaSINAIN. III V SCALE: 1/4"- 1 *-O" 1 ,��(Ylsslo/� PERPENDICULAR TO THE PLANE OF THE POOP, IN A CLOSED POSITION, OTHER FV I �, I = � -V * ELEVATION EXT. EGUIPMENT: 15 2.5 Za I I I ID v I . I I I '1� e,� THAN THE )NALL TONARDS NHICH THE POOR Sr4IN6S. I j]___, [J� I " I r CO 11CRETE SLAB -NOTE. PEP, BUTTE COUNTY .1 . LL 4) C. Iv_ 4.) GLAZING YI THE INDIVIDUAL PANE 15 GREATER THAN q SOFT, HAS A a 8 , -24(5)(1). IN I I I I � FOUNPATION PLAN STRUCTURAL NOTES: � 67 = � PROVIDE A 6 -MIL POLYETHYLENE VAPO!� ORDINANCE 26 I I 'D fj � � BOTTOM EVC P :-: � - -co ) 1 I . ;a RETARDER Y41TH JOINTS LAPPED NOT LES I K (� b 1.) SEE TYPICAL NOTE SHEET SN AND TYPICAL DETAIL CD A THAN 36* ABOVE THE FLOOR, 415 ADJACENT TO A YSIALKIN& SURFACE. I � I z . I I I r 7E LE55 THAN 1 WABOVE THE FLOOR 4 A TOP EDGE GREATER I ; , I I - I 5 I I L . I DEEP SCORE Lu � r . -,, o. � 69 8 rn I . . I 4� .1 THAN 6 INCHES BETY4EEN THE BASE COURSE � 5 I *1 I Lu 'D %Q SHEETS SV 1 -SP4 FOP, APPITIONAL INFORMATION. _ - ��o I 5.) GLAZING ADJACENT TO STAIRY4AYS, LANDINC79 4 RAMPS V41THIN 56" I � I I -, I 7 OR SUB GRACE AND THE CONCRETE FLOOR I I - I , I I IL < N 2.) PROVIDE ANCHOR BOLT SIZE AND SPACIN& PEP, E 6/ 1 HORIZONTALLY OF A 114ALKIN6 SURFACE, Y`IHEN THE EXPOSED SURFACE OF THE II \502/ %J I 1: SLAB PEP, 201 5 CRC, SECTION R506.2.5. . GLASS 15 LESS THAN 60" ABOVE THE PLANE OF THE ADJACENT r4ALKfN& I .1 I - I � 47 CONORET _LAB I SHEAR YqALL SCHEDULE AND TYPICAL DETAILS. * SURFACE. I . In FV "--"" I I f- 5 III I , 11 CIVIII, � 1 21- - Y41 #3 REBAR AT 24"cla EA&H ND 0 1� � -ENT TO 5TAIRINAYS Y41THIN 60"HORIZONTALLY OF THE 50TTOM I S. L 14'I 1 L I NAY OVER 4"ROCK BASE. I m I - 6.) GLAZING APJAC ,� I �.� 11 4 t- 2-I T < a.) RECOMMENDED SLAB SECTION: I I- UF (r,LM " � TREAD OF A STAIR.NAY IN ANY DIRECTION, r4HEN THE EXPOSED SURFACE OF o III I 10 �o I � � -,� �, I SLOPE TOY41ARPS POOR. V - I - 1\ THE GLASS 15 LESS THAN 60"ABOVE THE NOSE OF THE TREAD. . , = I I ,,V_N�?� (o 10 I - . I A 4"CONCRETE SLAB Y41TH #5 AT 15"O.C. 5/5 1/201 & I I � I . y ;- , 1. (I /4"/ FOOT - MIN) I , 1� 0 18), I II, �(o I I I P1 ZESS: FV i ., L'o I 1. � I 1 SECURELY LOCATED AT MID-VEPTH OF SLAB. r: TE ADDIR - g 8 � +rf-';'-' FV " FV I I SEE CONCRETE - INTERIOR I L - "I I � __ - .. u B- 2" SAND (DELETE AT EXTERIOR SLABS) -SEE THESE PLANS HAVE . BUILDINGS SHA L HAVE APPROVED ADDRESS NUMBERS, BUILDING NUMBERS OF. � B z , 0 1 1 I I ,I b APPROVED BUILDING IDENTIFICATION PLACED IN A P051TION THAT 15 PLAINLY LEC71BLE 4 I �"11- -_2-I - - - - - - - - - - IIIIIIIIII - - - - - - - - - - - MOISTURE CONTROL � I BEEN REVIENEV . , v - I , I I I . . I I . SOILS REPORT IF APPLICABLE. � � � . , I � I � I � 91 VISIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. THESE NUMBERS SHALL � I :1 II F_ 1�q I ".. �. , , ,,, j -, 7 - �, -7- � I . ..�� _,.,�=_:f ; ., :; j._7�!� - __ I.. ". � I I cl- YIIIIATERPROOF MEMBRANE (DELETE AT EXTERIOR I I I � 7 �7- = 7 I ==-:11 �, 7 " I, �- , _� , I ONLY FOP, � I .. L CONTRAST rAITH THEIR BACKGROUND. ADDRESS NUMBERS SHALL BE ARABIC, NUMBERS I " L t�s _ :_-7 - -_ -=== :��__:= � �.''� : . 6-F PE 515 OR ALPHABETICAL LETTERS. NUMBERS SHALL BE A MINIMUM OF 4 INCHES Y41TH A MINIMUM � I 11'. __ 7AM: SLA55)-SEE SOILS REPORT IF APPLICABLE. I COMPLIANCE Y41TH 1 12 P41DE x 12"THICK IN/ . - �� b : / I I STROKE Y41PTH OF 1/2 INC 115 Z/ .1 2 X24 )NO � a�y V- .4" FREE VRAININ& MATERIAL -SEE SOILS REPORT I , In f F -L BUILDING ADDRESS CANNOT BE V11EYI(ED FROM THE PUBLIC, )NAY, A MONUMENT, POLE OR 7' ;?, :, I _9fT SLOPE r-_ ,H. V4HERE ACCESS 15 BY MEANS OF A PRIVATE ROAD 4 THE _E PIER 15LOCK!�o � b 1 (2) #4 TOP 4 BOTTOM. OTHER SIGN OR MEANS SHALL BE USED TO IDENTIFY THE STP .3 I q.1. 7 1 P41TH 1 b"SQUARE x 12"THICK 1. . ,)A �. 1/4" - V " I I IF APPLICABLE. I STRUCTURAL .UCTURE. P - � w - � . i � �;ft i i ����� 0- - FOOTIN& - TYPICAL I I � - , �` I ". I F2 11 I E- PROPERLY PREPARED SUBI65RAVE-SEE SOILS �.. ki I � = = = . � I , .11 I -1 REPORT IF APPLICABLE. I � THE ENC71NEEWS , .1 . I �, - b I � I - F- CONTRACTOR TO PROVIDE CONTROL JOINTS AT .1 � 8 8 2 8 :. I I 0 SGORE tv. . _FL A N RHO ESI&N- I �/ � != -0 P - 11 P I .1 I V 1 0'-O"O.C. EA. NAY MAX. . STAMP ON TH15 67REEN I 4 , _V % I �� B - 1i - - P =_ - C 1, I 4-'T H I 01 _< _C,_0_ N -C � - -9 E Q - I- � / I 'I -TE-SLIA. � I PLAN 15 VALID 1 -5 , I � � C4 .. I DURING CONSTRUCTION, ONE OR MORE OF THE FOLLO11411,16 MEASURES SHALL BE N / 1. I :�' It IMPLEMENTED TO PREVENT FLOODING OF THE ADJACENT PROPERTY, PREVENT EROSION - _�__ I OVER ROCK BASE 1. 7- 1 . LY Y41 H A I - 1 i � .1 � -7 Y4ALL FRAMIN6 U.N.O.: 1 4 RETAIN SOIL RUNOFF ON THE SITE 4.1 06. 1: � - � I SEE CONCRETE SLAB NOTE I � I I 1-0 I . � 1 4.) TYPICAL MINIMUM BEARINIS b � . a 0 -7 1 . , LETTER 516NEV BY A. RETENTION BASINS OF SUFFICIENT SIZE SHALL BE UTILIZED TO RETAIN STORM I 1. b . II I- b I 104ATER ON THE SITE. fl 5III . 5. r. I 1 502 - &V . I THIS EN&INEER FOR -, - .1 It , 1 5*X24" .1 1.1 in 5'-6" . 1 51I 11 E j 5.5. 1 4I LIIAN NO$: I .v 0 cr- * I �i EXTERIOR )NALL: 2Xro PF STUD AT 16"O.C. FOUNPATICN � � I _17L - . I .L, , . I B. V4HeRE STORM YI IS CONVEYED TO A PUBLIC DRAINAGE SYSTEM, COLLECTION I THE LANDINIS AT AN EXTERIOR POORNAY m - -3 10 . I EACH UNIQUE BUILD. POINT, ISUTTER OP. SIMILAR P151-05AL METHOD, INATER SHALL BE FILTERED, BY USE ACCESS 11' __ I 1 4 1 SHALL NOT BE MORE THAN 7.1 5 INC�HES - ' 0 INTERIOR NALLS: 2X6 DF STUP AT 1 b* O.C. � 17" � I . . ,� I I �, I 4"_xe?_"_VF_#_2 I � � � I OFLON THE TOP OF THE THRESHOLD, I . �7 L__ - - - - - I , 0 � . 0 , FV � I � .1 1_,�*_11_ I - OF A BARRIER SYSTEM, FIIIATTLE OP, OTHER METHOD APPROVED BY THE &IRPER .3 . -_ - - - ___.- - - - - - - � - - L_ - - j . I - I � _1 ENFORCING AGENCY - --- .. PROVIDED THE DOOR, OTHER THAN AN 7 i I .. I I � I :I- .1 . I . ,1 I . I . - I � .. , - --- -_ I EXTERIOR STORM OR Sr . � .. _ � I 5.) SEE DETAIL -7/SD 1 FOP, TYPICAL STUP)NALL C1. COMPLIANCE V41TH A LAINFULLY ENACTED STORM 104ATER MANAGEMENT I I I I TYPIC,AL ,KEEN POOR. POES I -- , , - I I ". , - - :, ORDINANCE. �, ,�,��.-,,,,"/_', " a I NOT 5INtN& OVER THE LANDIN0. - I � __. - = 7 - -=------ - - M_ - ,- -7 � I I 11 . , , , ,,-�,,',�,-�,�""":��,; I a ELEVATION AND TYPICAL NALL OPENIN& SCHEDULE. ; , ._ � _,"I'1115 - ` I ,//' , /,,,,//�� �, I � I I., I I I 1, . METHODS TO MANAGE SUR __/,�_ '' I �LJ .0-- 10 :::: � BE N _. I 6.) TYPICAL FLOOR JOIST AT 6ROUND LEVEL SHALL B: � , , , ,FACE ViATER INCLUDE: SY4ALES, VIIIATER COLLECTION 4 FV := , , � _�, , __7_�___ '' . , , , I ,�," / "'�,,,,",,r,�/,,/",,,,",,,,, , / " I 2XI& VF#2 AT 1 b"O.C. (MAX SPAN - V-0") DISPOSAL SYSTEMS, FRENCH DRAINS, YI RETENTION GARDENS 4 OTHER VIIIATER , " ",", �, / , ", ",/1" �,/ I I IFV MEASURES r4HICH KEEP SURFACE 114ATER ANAY FROM BUILDINGS 4 Air) IN ,. ,�ll,"'/�,,��,�11/1�/11,1��ll"/�""/ I b b I = I 1. ,'Z,�,// /'� 1, ,'� / I", �",//� I 1 1.) PROVIDE DOUBLE JOIST UNDER ALL YiALLS JNHERE . , I . I "�, �, I ''/ / , , , / //// " �� " ", - PLYY400D T . I 17 I V.D. I I 1�,,,,'/_1' :"�� . ISROUNIDNATER RIE-r-HAR&E. 4.1 06.5 I I / / - , !�/4 46 OVER I 1 5'-4* . __� S'I 51-0" __ I M 51-4- .1 INALLS RUN PARALLEL TO JOIST. I 11 , I , // /�' 'V " �, /,/"'/ /_', in //1 , , , 1-11111 2.I`#2 FLOO;Z JOIST AT 1 wc7r-, . ro SP2 1 Y4ATf-R-.F-FF-[(:�l-EA��-Y-�t-(:,ON5F-RVA-Tl(::�N- I I i ", '/�'"':,�,,�:,��:,/�," " I / I b <_ __> F2 11 . _ - 00 5. 1 - .� , "' 'I, . I - - 6.) PROVIDE 50LIP BLOCKIN6 IN FLOOR AT 24" O.C. INDOOR NATER CONSERVING PLUMBING FIXTURES a FITTINGS, SHALL COMPLY Y41TH THE . I It ;,-/x//"/,//,�,��/-:" - / In I I 24x24 I � - � I' _//�,�/"-�`,-,��"/X - �, . . I F I �, PERPENDICULAR TO, AND ADJACENT TO ALL BEAMS I FOLLOININS 4.303.1: - / /,", , /"/,//,/,/, , 1, " , , " - -1. 1. 1, I - --- - . I "I � � I I - - b SUPPORTIN& BEARfN6 Y4ALLS ABOVE. OF DUAL FLUSH TOILETS 15 THE r I // , . I . . � � 2 ,OMPOSITE, AVERAGE FLUSH VOLUME OF TINO /' � I '��,, , I " I 11 � . � ltr_�, . . 11 -, .- ,�% 11 8 i FV . I � //,e, �,51!APEV , - \) 10 REDUCED FLUSHES 4 ONE FULL FLUSH. 4.505. 1.1 . ' -, / - I .1 �� -.-- __ � -1 � - ". � ' / 1, - - _rr- - I , = I I �\ - 5. URINALS- NOT TO EXCEED 0.5 GALLONS PEP, FLUSH. 4.303.1.2 -1 I `:,/, 1�', AREA 4' / / 1, 8 9 E 9 � � . ... I - - 11 J015T ViHERE TRIMMERS CAN NOT RUN CONTINUOUSLY I � //1 " , ,/ - = - I � I 24X24 a � - - � SHOINERHEAD: MAXIMUM FLOY4 RATE OF 2.0 GALLONS PEP, MINUTE AT L30 I , / , �, _ z D =_ � I CONCRE I C , �� TO FOUNDATION. I 1,/,/ , / � , - - - - -, - - - A P q.) SUPPORT ALL TRIMMERS ABOVE INITH FLOOR/CEILINC7 , FLUSH. NOTE: THE EFFECTIVE FLUSH VOLUME � OR , , ., A. VIIIATER CLOSETS: 1.26 GALLONS PEP I , " � , ,OP I .. , D I I C.. SINGLE '/'-'/ FC?K TILE " " - � - - 11 :: �] 11 -_ fl $ I., '/ SHONER 1/,", , , � � ,� . It __TE_"_RBLO -r-5 CON �F I'm ER a4or�Ks . I PSI. 4.505.1.3 1 FV ell � 4* - TiEfl- - I P. MULTIF 14 //�,/ X"'/ ", � F 2 NITH 16"50UAREx 12"THICK. \ 4"xe,* P 10.) TYPICAL FLOOR SHEATHINIS (UNO): 5/4"THICK, APIA I 1'�/ '// . I . - -f#a . 1 8"X24" I LE SHOY4ERHEAC79 SERVING ONE SHOriER.: THE COMBINED FLOV4 RATE OF /�/,//,//"�/ "//, "SOUARIE $1 I1-_///"-/,// '_�/, 1. I I , NITH 16 = x 12"THICK 019DEP. Q RATED SHEATHIN& OR RATED STURD-1-FLOOR, SPAN I 7LE � 11 //�/:,// b - . /I ALL SHOYSIERHEADS ANIP/OR OTHER SHOIIII OUTLETS CONTROLLED BY A SINIS I /,�/ I It FOOTINC7 - TYPICAL I FOUNDATION I . I I �, 1/1 /I I I I :." FOOTI� IS, - TYPICAL I , �� ACCESS � RATINC7 45/24 (24 FOR STURV-1-FLOOR), EXPOSURE 0 0) 1/�, � .111, . 11 - VALVE SHALL NOT EXCEED 2.0 67ALLONS PER MINUTE AT 60 PSI, OP, THE SHONER ., - � '�, "' IN , TYPICAL 11 I I /`///��/�//�� , L BE DESIGNED TO ALLOIN ONLY ONE SHOVI OUTLET TO BE IN 0 E . "', -�, �/�,/ , , �� I I I STRUCTURAL PANELS, APPLIED Y41TH LON6 00 m AT A TIME. NOTE: A HANP-HELP SHCI I I I I SHAL . SHALL BE CONSIDERED A SHOY4ERHEAP. I 1, , I - - - . . _= -7�;-�-,i�--�--,---=-------J-------,--=--, __j DIMENSION ACROSS SUPPORTS AND ADJACENT PANELS &_ U (3 P RATION - // , , ,-X , I E. RE51PENTIAL LAVATORY FAUCETSi THE MAXIMUM FLON RATE OF RESIDENTIAL 11 ,,/ / I �, � . , , I I I i I I 8 ' ... . - .-, ` �= 11 : I, ; .1% .�, _ 1 . I � = ", . I.. = I ''I I I 1� . . � .I; .^ -Q y `!, -, . I� . - " � _ .." ii I -��. - - I - , � 11 i - , ". ii I .1 5IS I I r LAVATORY FAUCETS SHALL NOT EXCEED 1.5 GALLONS PEP. MINUTE AT 60 PSI. THE .. 1, I . I , I t �*W""i 4 - ". T. , 1� I =1 _j1 . I � 77 77 - ___`� . - .. I :1 j �,,. � � I I � 1: .1 . ". ? �� " �1- --- . I- .. I' :�_ I : :_ I . I � STAIS 7EREV INITH WENPS OFFSET 4'. &LUE PANELS MINIMUM FLOIIN RATE OF RESIDENTIAL LAVATORY FAUCETS SHALL NOT BE LESS I , . , ., . .. I � ,� N. . q- JIM T 13 I " I . ` � .HEN FAUCETS SHALL NOT I 'r 16% 1. . . 11 it 1c, I � � F. KITCHEN FAUCETS: THE MAXIMUM FLON RATE OF KITC . I I WVF#� FLOOR.RwI51 j C. v �,,. , X . -7 1 � SHANK NAILS OR EGUIV. (0. 1 45* VIA X 5") AT 6* O.C. JU k% < I , � ss��jj, , -, � TO ALL FRAMINC7, EVI57E NAIL YiITH I Od COMMON RIN& THAN 0.5 G ry ., 1 � . �, *j_11 - - Z__ _��71__,:>31�116 1 � , - 5/4" YY400D T46 0 ER . - - - _ 9ALLONS PER MINUTE AT 20 PSI. 4.503.1.4.1 . V I,- FV ��� I FV 7`1 . F_ - - __ 1� I <- Trx- : ,� - 1, . � ::. �kz - - �_ - - - - - -IIIIIIIIIII , I � I I b - ____ -I ___ 4 ��, RE-- y . [ F %o I I . � EXCEED 1.6 GALLONS PER MINUTE AT 60 PSL KITCHEN FAUCETS MAY 4 2 p 50 50 ,;,z Wx24" zz .1 I 1, 1 AT ALL PANEL EVISSES, BOUNDARIES, BLOCKINI57 AND - I -1 11, ;t IN . . I � � __� - �_ . ".. I F2.5 .�i . �. � . I I D 7-0 1 1 1 � m I -RE INDICATED ON PLAN. FIELD NAIL AT 1 0"O.a. I TEMPORARILY INCREASE THE FLON ABOVE THE MAXIMUM RATE, BUT NOT TO I " I I I I . I 7flOUNPATION lu L) Q % IriHF %) r� I I � , 131 1-_ I -- I I !I EXCEED 2.2 GALLONS PER MINUTE AT 60 PSI, 4 MUST DEFAULT TO A MAXIMUM FLOV4 V) � (0) - 1 5"I A It " .. b �_ I . I I RATE OF 1.6 GALLONS PEP. MINUTE AT 60 PSI. NOTE: INHERE COMPLYING FAUCETS , I I V) . I 't I I �� ACCESS .1 0 z< � , "I _ 1. I : I 0 PROVIDE 1 /5"CiAPS AT ALL PANEL EVI67ES U.N.O. BY 7- V t - I . ' FOUNDATION I I I I U) z Lu k) 1 _�...: , "'. I "... v �A ; -.� I .. r - ARE UNAVAILABLE, AERATORS OR OTHER MEANS MAY BE USED TO ACHIEVE , I �, . I I b 10 PANEL MANUFACTURER. lu > () %o � I REDUCTION. 4.503.1.4.4 1 1 ACCESS I . I , I .1 Ck _j I '.. 1 1.) PLUMBINI57, SPRINKLER, AND MECHANICAL - OUTDOOR IRRIGATION CONTROLLERS 4.504.1 - AUTOMATIC, IRRIGATION SYSTEM I I I I I � . 11 I fl (�� � I - I I a < U 1 7 PROVIDED BY THE BUILPER 4 INSTALLED AT THE TIME I , I I I I I I I I w I N .� = I I 7 � I 4"THICK CONCRETE 51- SUBCONTRACTORS SHALL COORDINATE ALL FLOOR i -o (� :i I CONTROLLERS FOR LANIPSCAPINC _A5 I OF FINAL INSPECTION SHALL COMPLY)NITH THE FOLLOYI I I I �� - � At. CONTROLLERS SHALL BE 104EATHER- OP, SOIL MOISTURE-BASEV CONTROLLERS I . . = -1 I- I I OVER ROCK BASE AND NALL PENETRATIONS V41TH FRAMINIG7 < 0 - THAT AUTOMATICALLY ADJUST IRRIGATION IN RESPONSE TO CHANGES IN PLANTS' b I .1, I .1 I 11 id R f I P I ' � IFV SEE CONCRETE SLAB NOTE SUBCONTRACTOR. lu 0 -t I NEEDS AS 104EATHER CONDITIONS CHAII . I I I' . " . o" . I , 1 WI � ZI WI W -b" 0 4'-b' I I . 5III S. -O. 1 5111-0. W-5. d I 1 12.) SEE TYPICAL SHEAR INALL SCHEDULE FOP, LOCATIONS BANEATHER-BASED CONTROLLERS INITHOUT INTEGRAL RAIN SENSORS OR I - I I I , Lh!-4: VI YI �_ � 0-14 � j V_ 7 I � � . , C NCR T rpLA5-NOT - 6 0 0 � , .11 I 11 Z- Y4HERE 5X FT SILL PLATES ARE REOUIRED. COMMUNICATION SYSTEMS THAT ACCOUNT FOR LOCAL RAINFALL SHALL HAVE A %a - ;o �, PROVIDE A 6 -MIL POLYETHYLENE VAPOR 15.) PROVIDE POS. ATTACHMENT FOR ALL BEAM TO POST, y - SEPARATE YI OR Y41RELESS RAIN SENSOR INHICH CONNECTS OR Zo I I I - I - I I � " I I � -I .1 I = - I .1 I - b I � I RETARDER NITHJOINTS LAPPED NOT LESS BEAM TO BEAM, P05T TO BEAM, AND POST TO POST � - < 0 # I COMMUNICATES V41TH THE CONTROLLER(S). 501L M015TURE-BASEV CONTROLLERS - It . I I 9 8 2 in � THAN ro INCHES BETNEEN THE SASE COURSE a: -1 ARE NOT REGUIRED TO HAVE RAIN 5EN50R INPUT. I I I w I = - - . � 0 f4d. 0 ul , 7 '10 P - 11 - - P :: 0 RE I I I CONNIS Y41TH (2) ST2 2 STRAPS MIN. AND A5 5 CLIPS MATERIAL CONSERVAnON 4 RE50URCEJEFFIC - I I . , I � - I - - . . I OP, SUB GRACE AND THE CONCRETE FLOOR U.N.O. PER PLAN AND DETAILS. � ROD NT PROOFING: ANNULAR SPACES AP - ]JENCY: I I I I ,.. I I I � . IFv I SLAB PER 2015 CRIC SECTION R506.2.5. 0 1.) ,OVNP PIPES, ELECTRIC CABLES, 0 14.) ANY DISCREPANCIES BETYiEEN FRAMIN& 5HOr4N AND 0 In La 11 CONDUITS OR OTHER OPF-NINC79 IN SOLE/50TTOM PLATES AT EXTERIOR 114ALLS I I It *\ 4"xWPF#2 I , ------J,. = I_ANP1"_S_- I 91 tj < > V_ I - : ,I THE LANDINS AT AN EXTERIOR POORINAY FIELD CONDITIONS SHALL BE IMMEDIATELY BROU6HT I LL BE PROTECTED AGAINST THE PASSAGE OF RODENTS BY CLOSING SUCH I I I I - I C71RPF-R q � - = _. I SHALLNOTBE ORE THAN 1.15 INCHES 11 < I It I z . TO THE ENC71NEER OF RECORD. OPENINGS V41TH CEMENT MORTAR, CONCRETE MASONRY OP, A SIMILAR METHOD -, i�l - TYPICAL I - - 61 BELON THE TOP OF THE THRESHOLD, ek 7 R ACCEPTABLE TO THE ENFORCING AGENCY. 4.406.1 . I iIIIII I I � I PROVIDEV THE DOOR, OTHER THAN AN 15.) ALL EXPOSED FRAMIN& SHALL BE PRESSURE CL 5HA � I I 1 I I - F2 19 .1 � i ? 8 r- , I EXTERIOR STORM OP. SCREEN DOOR, DOES I 1 2.) CONSTRUCT11 N r4ASTE MANAGEMENT: RECYCLE ANV/OR SALVAGE FOR REUSE A . . I .1 = (1) P :: �] x - . P , , i � NOT SKNO OVER THE LANPIN& TREATED Y41TH TREATMENT PROCESS AND APPLICATION 01 � M OF 50 PERCENT OF THE NON-HAZARPOU5 CONSTRUCTION 4 DEMOLITION I I - � s .11 � I I I VIIASTE IN ACCORDANCE VI(ITH EITHER SECTION 4.406.2,4.406.5 OR 4.4095.4, OP, MEET F 1.s z It 43 FV APPROPRIATE FOP, EXPOSURE ACCORDING TO MFRIS 2: () V_ . - = - N .- . . . I � I I I I I - E . I � r MINIMU I . 41 ED fj A MO Z STRINGENT LOCAL CONSTRUCTION I DEMOLITION r4ASTE MANAGEMENT I I I I I I , `� 11 1� i- d . F 1.5 0 p I . �NRITTEN 67UIVELINES. I I I I I , x , I In 11-_ OL ID ORDINANCE. 4.405.1 1 1 TYP v ,. - I V_ EX"II . : I I I t I � I 1 , to to , �.- c"4 I � I- - I I .1 16.) PROVIDE METAL HANr--ERs PER 1/5VS AS REauiREP, I M ". , � A EXCAVATED SOIL 4 LAND ,IN& DEBRIS. * - 02 i _. - - __w= , I ''.ki 10 I PER Cl /SP2, TYP. � I � I - " UNLESS NOTED OTHERY419E. I I 0) I -CLEAR �A - X a Fs 6 LU d) . � . B* ALTERNATE VIIIASTE REDUCTION METHODS DEVELOPED BY )NORKINIS Y41TH LOCAL I - I to A j � 113 , . I 56 , I � 1 17.) ALL STRUCTURAL MEMBERS SHALL BE FASTENED IN fj � I � I I I '1�1 I - .., SV2 1 � , - - . I "". I �- d) � T 6ENCIES IF DIVERSION OP, RECYCLE FACILITIES CAPABLE OF COMPLIANCE Y4ITH I 1� I I � IT I ., . . I I .1 .11 , I , I., . 2 8 i I I I I COMPLIANCE INITH 201 3 080 FASTENINC7 SCHEDULE, U_ Lu � A HIS ITEM DO NOT EXIST OR ARE NOT LOCATED REASONABLY C,L0 I SE TO THE I .1 . ..... 1- - - - - - - 1. M - � , � 11 - d .: , � .1.1 I I JOBSITE. � �': 1 4. ..I I Irl '. I .. . - :..- 1. . � , 11 � . 1, - � �, "', � P i: d Im - - --m I I . 1, I . I It TABLE 2504.11. 1 1, UNLESS NOTED OTHERVIIIIISE. < 0 � C. THE ENFORCING AGENCY MAY MAKE EXCEPTIONS TO THE P . � I I , r v. .. � - ,� I I , " "".. '. , � , ., - I , ". I - : -, r 7._�7 � , . I . - 7 1 .1, " I < 0) < I � . � �, , . . �` , .. r'' V :".: . .11 I ,EOUIREMENT5 OF TH15 - . . . � � , _.r , v , , I . I _. I . . , IF . . "',. � ., � 1. I I I I SECTION YNIHEN 150LATEO JOB SITES ARE LOCATED IN AREAS BEYOND THE HAUL * %... III _�_ - 6 - � - � I in x I .. .ff- z - I ;, - I � I � . i .1, , It . � BOUNDARIES OF THE DIVER51ON FACILITY. . I - I .. N FV I IF - - ---=-- _. - - - - -7 - - - I 1 4 1 1 , " < I 11 1� � lin - I I 5.) -C.OA$-TfWa-TJON--�-NA-STE-M-,�-kN&&E-MENT-PI.A-,N: SUBMIT A CONSTRUCTION 114ASTE "I .,� � �^ t � L. 1 I OL . MANAGEMENT PLAN IN CONFORMANCE AITH ITEMS A THROUGH E. THE CONSTRUCTION I "(0 I I 1 1 0 � .U- - - � - - - - - _� - - - - - - - - q, I I I I I . . � . I I , I I �SDB - �� 1%. � - ', F2 I YIIIASTE MANAGEMENT PLAN SHALL BE UPDATED AS NECESSARY 4 SHALL BE AVAILABLE I I I :�,,� , � 11 I , t�� � �. ,... i " I . � I I . , � 1: ,-.� , , DURING CONSTRUCTION FOR EXAMINATION BY THE ENFORCING AGENCY. 4.406.2 1 FLOOD ELEVATION CERTIFICAT � I It " � V1111A ` - � � I __' A. IDENTIFY THE CONSTRUCTION 4 DEMOLITION INASTE MATERIALS TO BE DIVERTED I �, I PREPARED BY LAUREN J. MaSNAIN. .. I .1 - - - - I I . � . O.R in I - . 1 2662 SO FT IN RESIDENCE (1 ST FLOOR) FOUNDATION ACCESS "_ � - ---------- FROM DISPOSAL BY RECYCLING, REUSE ON THE PROJECT OP, SALVAGE FOR I I I I *ELEVATION EXT. EOUIPMENT: 15 2.5' 1 . , �.. I FUTURE USE OP, SALE. . b . I I I I r--=. js =i�f I . � I �� I % I 130 DIVIDED BY 1 so I CRAWL SET r R -, I I " I I - 11 . 1 'I 50 FT OF REGUIRED VENTILATION - I PER BUTTE CO. I I VI I 24'X lf� m 22050, IN, IffVA I S. SPECIFY (IF CONSTRUCTION 4 DEMOLITION riA5TE MATERIALS Y41LL BE SORTED . : FV I . �� , r _�___ - - FOUNDAT ON � � It � ON-SITE SOURCE SEPARATED) OF, BULK MIXED (SINGLE STREAM). co I I ORDINANCE 26-24(5)(1) L I I I B I �t I I (1) C. IDENTIFY DIVERSION FACILITIES VI THE CONSTRUCTION 4 DEMOLITION YI � ! , L_ 911-o" --- .1 "I % 1_� ACCES5 .1 1 2 4' x I b"FOUNDATION ACCESS VENT I 1 MATERIAL NILL BE TAKEN. I I I '. I I I V I In .1 220 NET 50 INCHES *NET FREE VENTILATION AREA* (NFVA0 . 1 5111- . 1 144 VIVIDEP BY 144 INCHES IN 90 FT I . . 0. IDENTIFY CONSTRUCTION METHODS EMPLOYED TO REDUCE THE AMOUNT OF . I . -5. 11 3111I 5II-0. 51I �_ 51I - - WI A 51I ij 0. W-8 . - 1 -5 6 1 1 '.I C T , I I ,ONS RUCTION4 DEMOLITION )NASTIE6ENERATED. I I I I � I ., ` I I I ,;. I . I E. SPECIFY THAT THE AMOUNT OF CONSTRUCTION 4 DEMOLITION Y4ASTE MATERIALS 1. - .1, =V, Yi, _,__� I � . m T I. -- f 6'x 14* FOUNDATION VENT --- I I =5 -Li - . � - DIVERTED SHALL BE CALCULATED BY ViElISHT OR VOLUME, BUT NOT BY BOTH. I I I � I 171 : - . � � 1� I TYP. VENT 171.0 NET 50 INICHES"NET FREE VENTILATION ARF-A"(NFVA) I I ____ I 4J INAISTE -A ENT_C,_QMPAN 8 it ill -3 I � MAN -OEM -Y: UTILIZE A INA5TE MANAGEMENT COMPANY, , - I I,' IL .24 . . , � , . . L . �� . 11 IIIIIIII'w III 0 1 = t i',"�,.9(:.:Lc"),!,�.,� I I 1� " El I . = 6 :1� - 1 75'-4 i -I ' ' _ )� T le 24' , I � 1!�5 P4"' 1`11110 0�� I%_14f' , �, _ (9 % il N3 I A - �� _ laS 3 L" N � � .� "O 6V _ __ , _ �� Al TS_ - - _NS qIn OF RE'%VFNTS ( g, , �� 2 r? _x - '71 SqIn PEP- V NIT or/-"- e,2, .,. "...'. 11 , N v I APPROVED BY THE ENFORCING AGENCY, 1`4HIaH CAN PROVIDE VERIFIABLE . I. I . , I . . - - - -_ 1 4 4 _� - _�_I� _T_]��_ _____ - -.!- Lf;=" � - "11I 144 DIVIDED BY 144 INCHES IN 50 FT I I . I 11 - - . � I , .. . I - , , . ., iIIII' 4 '� L.!'fJ .1 0.4cl NFVA SO FT PER TYPICAL FOUNDATION VENT FOUNDATION DOCUMENTATION THAT THE PERCENTAGE OF CONSTRUCTION 4 DEMOLITION INASTE I - - 1. , - . , . , �, I . � I.. I . . I I I I `�... �. I � I I 1 17 1 , , ..� �..� �, � [ �. � , � , � I " �, �� ;-1. 1_:�,� I , . .� I :._, I I . MATERIAL DIVERTED FROM THE LANDFILL COMPLIES V41TH SECTION 4.406. 1. NOTE: THE I 11 I � ... - " � "I I � � - I , - , I - � � .. 1 117.q REGUIRED 50 FT OF VENTILATION VE �� I . OV,INER OP, CONTRACTOR MAY MAKE THE DETERMINATION IF THE CONSTRUCTION 4 11 I _ --.-- i b I �, I DEMOLITION Y4A5TF- MATERIALS INILL BE DIVERTED BY A 1`4ASTE MANAGEMENT . I I -13.0 LESS (2) FOUNDATION ACCESS *NFVA" I . I COMPANY. b . 11 T___ * I ___ FG on 11 - ' - � V,�- fo 4 Side,� I 2TREAM REDUCTION ALTERNATIVE: PROJECTS THAT GENERATE A TOTAL .1 I- 4 � I I :w. �. I , , I 1. 14.q '�' 5.) Y4AS E r UNPERFLOOR-aLEAN-OUT-94 I , . u I - - . � COMBINED NEIGHT OF CONSTRUCTION 4 DEMOLITION 104ASTE DISPOSED OF IN LANDFILLS, � I I � I I I : : . ,�z 1� , 0.4 q DIVIDED BY 0.4 q 50 FT PEP, FOUNDATIO ' z I I � SHALL BE LOCATED V41THIN 2O`OF N V E N -: W�'-t --- % CRAY4L SPACE ACCE-55 = I , I 't"plo 11 �fo I I S5 I . I = 4 446� =^ A' 95=.^.111�=_ �_Ii__ - () 104HICH DO NOT EXCEED FOUR (4) LBSYSO. FT. OF THE BUILDING AREA SHALL MEET THE " . 1 16 . � i 8 , I I MINIMUM 50 PERCENT CONSTRUCTION YiASTF- REDUCTION REOUIREMENT IN SECTION I . - .. 11 I - - - ? � FV 4.405.1. 1 1 1 I ''. U i I d � _j_L4 I I � I I 11 g L_ - L� - 9 - I . 6.) DOCUMENTATION: DOCUMENTATION SHALL BE PROVIDED TO THE ENFORCING I - I I I I �' I - � , AGENCY 10IIHICH DEMONSTRATES COMPLIANCE INITH SECTION 4.405.2, ITEMS 1 THROUGH V WI WI WI V-2- S'I j q,-5 j 51-0" j r'.1-0. 1 WI 1 � I � F V c : � � I - I, I 0 9, SECTION 4.408.5 OP, SECTION 4.408.4. ;o I .�'.. I I . I t, I 1 I/ �, . � SQ, IN, NWA SO, IN_NrVA �- .-, � < 4i I -1 r- � - 43 %3 1 z z,_ 0 1.� Ir III I I I I � I I�., - L" 4j) -- A. SAMPLE FORMS FOUND IN'A ISUIVE TO THE CALIFORNIA &PEEN BUILDING . I I � 11� TYP I -1 > Ju � I STANDARDS CODE (RESIVENTIAL)"LOCATEC AT rQ4Y4.HCC.C,A.6OV1 � I I ., I I I , � I .1 FQ1 fL CAL61REEN.HTML MAY BE USED TO ASSIST IN DOCUMENTING COMPLIANCE V41TH " I :11 . � U) I . I FV I I PROVIDE VENTILATINIS OPENINISS rilTHIN 5 -FEET OF EACH (I V_ 0 1 THIS SECTION. I , 1, I I I F. I I I C,ORNEIR OF THE BUILDIN6. - z () 0 5. MIXED CONSTRUCTION 4 DEMOLITION DEBRIS (r -4D) PROCESSORS CAN BE 1� I I I 1, INHERE OCLRIS - 4) z Lu - . I - = - - U-NDERFLOI ACCESS- Ir- -1 -1 Lu � ERY (CALRECYCLE). I � 8 I 8 i 2 § 8 1� < LL < v -1) OPERATION 4 MAINTEN kNCE-116N A : AT THE TIME OF FINAL INSPECTION, A MANUAL, I . I 1_ I � z - z � I - -, := - ,. I PP,OVIVE AT LEAST (1) 1 WX24"UNPER FLOOR ACCESS TO 0 v v 0 1 1 __" �� I I I , I - - - - . I UNIVERFLOOR AREAS IF THROUGH A PERIMETER 1104ALEFRM IT # e16 -q7giy Z Lu Lu I COMPACT VfI INEB-SA5ED REFERENCE OR OTHER MEDIA ACCEPTABLE TO THE I . = - -0 -0 - fl --[50 LOC�ATEP AT THE CALIFORNIA DEPARTMENT OF RESOURCES RECYCLING 4 � i . 4 P.Er-ov I : - I I 8 � R , R , F1 I I I __ . I I - � T ___-2 VICE,' ID Z Lu < ENFORCING AGENCY 104HICH INCLUDES ALL OF THE FOLLOININ45 SHALL BE PLACED IN THE I I . I F V , I I . I PROVIDE AT LEAST (1) 1 WI UNDER FLOOR ACCESS TO BUTTE CDUNI Y DEVE-Ujp�j,IENT SEP`- - � m 0 z _j BULPIII , 1 I I I , "', IFv � I UNIVERFLOOR AREAS IF THROUGH THE FLOOR. � v I 1. DIRECTIONS TO THE OMNER OR OCCUPANT THAT THE MANUAL SHALL REMAIN � I I I I %es%t - � �) N 1w I NOTE: . REVIEVVED _-rlp,t u- 5 0 Q Y41TH THE BUILDING THROUGHOUT THE LIFE CYCLE OF THE STRUCTURE. E . : � - - - - - - , .� - ,x c, t - -L_�- - - -= - I I 7, I I f_% R f- \-I*f ,4 I � '' I ..'' .. �. . � . T. I I ;�� - .r �, .�� NO, UNPERFLOOR CLEANOUT SHALL BE - I . I I (9 L.0 4" . A. EOUIPMENT 4 APPLIANCES, INCLUDING NATER-SAVIN6 DEVICES 4 SYSTEMS, ______________________________ . / : , :� .1 � :' ' 11 ' . r: , ��,� I LOCATED MORE THAN 20'FROM A - % F---- c cl) r) r- I -I I -_14. - �_', - , " I - I r -�, I ---,, � "' % - I 1 2. OPERATION 4 MAINTENANCE INSTRUCTIONS FOR THE FOLLOVI i - '. .�. � � - , � � ,,�, �,, 7 7 _7 .., . ,`__V, , _... - . . � . - - � � .� _ .`p cu , , - -4- - _-I ____ . , I I I . x HVAC, SYSTEMS, 1`4ATER-HEATING, SYSTEMS 4 OTHER MAJOR APPLIANCES 4 I - .. - . - - -14 - - - - - I UNDERFLOOR ACCESS. WE I ,�,�f�l Ji,%Nc '- -LIVABLE: I � L - -,-L -_ � ____ , Al - __j � EGUIPMENT. I * - ,� , , ... " - L , 1. .... 1� 11 �,_ , - ; I 1-1 14-:'. .�. I, - - I 11 � � ' .1 ,,- I . 11 1 , �� I :j - BY B. ROOF 4 YARD DRAINAGE, INCLUDING GUTTERS 4 DOYSINSPOUT5. . . -1 .11.11, I -i !i-,:- "; - - - . � - _4 �� �' , I" . , 111. I.., . . ..... 6- .1 , I - ,11 � F i I- 1 . � -2 rob 2 SqFt 1 ST FLR, I C. SPACE CONVITIONIN6 SYSTEMS, INCLUDING CONDENSERS 4 AIR FILTERS. - - - - - - - __ . �.. I . - - - - - - - - - - - - - - . 12-01 SqFt 2ND FLR . � I , C. LANDSCAPE IRRII SYSTEMS. I 1. � .. 5583 SqFt TOTAL E. 1`4ATER REUSE SYSTEMS. b r ry \0 ;1. I � � � . I . 0 0 �_ IN AREAS SUBJECT TO DAMAGE FROM TERMITES AS INDICATED BY TABLE i w 01 R -mOVIVERS ON . . -� I 1 5. 1 . INFORMATION FROM LOCAL UTILITY, YiATER 4 ViASTE RECOVE Y I I I , Z, __I �1. .. - I I os 0 b -, I 9) I I � .1 RSO 1.2(l). METHODS OF PROTECTION SHALL BE ONE OF THE FOLLONING, METHODS TO FURTHER REDUCE RESOURCE CONSUMPTION, INCLUDING RECYCLE 0 .. I . --A 0 4� 0 c- m 6ARA&ES: _ZN . q - I PP- C. '111/1i I ..1 . � .- -,Z--4 ' .1-1 I 0 C _� �3 . METHODS OP, A COMBINATION OF THESE METHODS: I -A I I ;�� I -:, , V, .. . 1�", � � � � I .. -- - 1 4. PUBLIC TRANSPORTATION ANID/OR CARPOOL OPTIONS AVAILABLE IN THE AREA- - 1. 9 " " I I � ,�. - , I T I _11y $1 4 1) CHEMICAL TERMITICIDE TREATMENT, AS PROVIDED IN SECTION IRS 18.2. 1160 SqFt S. EDUCATIONAL MATERIAL ON THE POSITIVE IMPACTS OF AN INTERIOR RELATIVE I - -_ tfj . 1 2) TERMITE BAITING SYSTEM INSTALLED AND MAINTAINED ACCORPINIS TO HUMIDITY BETVI 30-60 PERCENT 4 1`4HAT METHODS AN OCCUPANT MAY USE TO I Cv��NR ETE_ SLA "NO ; _71- I . : \ I THE LABEL. MAINTAIN THE RELATIVE HUMIDITY LEVEL IN THAT RANGE. I 6. INFORMATION ABOUT NATER-CONSERVIII LANDSCAPE 4 IRRIGATION DESIGN 4 PROVIDE A 6 -MIL POLYETHYLENE VAPOR 4"THICK aONC THE LANDINS AT AN E)XTERIOR DOOK04AY 5) IPP,F-55URF--PP,ESEP,VATIVE-TP,EATEP INOOP IN ACCORDANCE P41TH THE I - CONTROLLERS 104HICH CONSERVE riATER. � - RETARDER V41TH JOINTS LAPPED NOT LESS 7 SHALL NOT BE MORE'THAN 7.1 5 INCHES I PATIO: OVER ROCK BASE BELOA THE TOP OF TIME THRESHOLD, FROVISIONS OF SECTION R51,7. I. I � 1 7. INSTRUCTIONS FOR MAINTAINING GUTTERS 4 DOr'INSFOUTS 4 THE IMPORTANCE OF THAN & INCHES BETNEEN THE BASE COURSE PROVIDED THE POOM, OTHER THAN AN I 58 5qFt FRONT I DIVERTING YIATER AT LEAST 5 FEET AVI FROM THE FOUNDATION. SEE CONCRETE SLAB NOTE EXTERIOR STOP 4) NATURALLY DURABLE TERMITE-RE51STANT YiOOD. � OR SUB GRACE AND THE CONCRETE FLOOR ,M OR. SCREEN DOOR, DOES I ' 165 SqFt REAP, 8. INFORMATION ON REOUIRED ROUTINE MAINTENANCE MEASURES, INCLUDING, BUT . SLAB PER 2015 CoRC SECTION R.506.2.5. � I NOT SNIN6 OVER THE LANDIK& � 5) PHYSICAL BARRIERS AS PROVIDED IN SECTION R5 16.5 AN I NOT LIMITED TO, CAULKING, PAINTING, GRAVING AROUND THE BUILDING, ETr-. 1 � I I LOCATIONS AS SPECIFIED IN SECTION RS 1 5. 1. D USED IN 1 245 SqFt TOTAL q ' INFORMATION ABOUT STATE SOLAR ENERGY 4 INCENTIVE PROGRAMS I AVAILABLE. I I . . .1 O" 61-0. 1 w I 6) r -OLD -FORMED STEEL FRAMIN& IN ACCORDANCE P41TH SECTIONS 1 0. A COPY OF ALL SPECIAL INSPECTION VERIFICATIONS REOUIREP BY THE � I I . 4 . I I R505.2.1 AND R&OS.2. 114,01 -D -FORMED STEEL FRAMIN6 IN DATE: ENFORCING AGENCY OR TH15 COVE. � � 2 I'- 1 O" + *71I - i . 1 S'I It...., I ''I "I 1�1 1-61 . I 1 S'I WI I I ACCORDANCE NITH SECTIONS R505.2.1 AND R603.2. 1. 5/31/2016 � I I I I 11 a � I I I I � � I -1 _11I - MF-_T__R0_I2_3_jN_U-"B _-USED-ON-TH15 PROJECT Y41TH CLEARANCES AS PEP, SCALE: I I - I 051r, a 11.142, SHONN I I I w I I I � � F4 00 JOISTS Y4ILL BE MORE THAN 1 8 INCHES 4 HOOD GIRDERS NILL BE I I I . � I MORE THAN 12 INCHES TO THE EXPOSED GROUND IN CRAYIL SPACES OP, ja m I I I I I UNEXCAVATED AREA LOCATED V41THIN THE PERIPHERY OF THE BUILDING �10)9 I I FOUNDATION. I . I I I � I I � I I � 12 ISTDRY . I I I I I I . � 1 IIII -"__7_- I '_ I I � I I I � , - �,�,��,�7 77!,�, � ""I", _�, � I II� - �, � , � I I � I I r( - -�,r,� ; ,,�_ SHMET _)n I'— � lr,L,�� _ - . - t (�e - - I I _ -1 _:,_��,j I I I I � � I I I � I ,,, I I 6-.1 '1k;, � '!�,,, I I I I %k Et tol,� I I I I vs . I i � "l, I . - TRB AND ASG::,'_,""'!PJfE,S 0 COPYRIGHT 2015 � I I - __ . � ' 'V1,if MAXPLAMIREZ-601-DEN5-UNDE516N - ENERGYII PHIT-5TRUCTURAL05516N - STRUCTURALENIGINEER I C,:\Users\Lynm\Vor,uments\r,hief X'7 Plans\Bret VI - Davis Residemre\Davis ResidenceJoyout _-1 - I � ��_M,, ,"`�,'��,,`_,�4 YI) CONSTRUCTION, INC. "*' -,e 22 1 514 SAMSON AVENUE, CORNING, CALIFORNIA 416021 W§�, - SUM RIOLINVOAVENUE #200,01-1100I -15-126 � LYNN SMITH - DRAFTING I , '' �, -�- �, . -, __ 583 " ,� � (53O)f5cI6q528 OFFICE (530)624-5505 CELL -.4 I � OVI TOM 4 AMY DAVIS " �, _ 1:11 ,,�. 0, PHONE: (530) 321-7242 CELL � (530) 5412-4407 r4ORK 1 III 11 SYCAMOREVALLEY ROAD, _�" -'--,- (550)qb6-1&1 1 HERCELL (530) 542-4-733 HOME CHICO CA III A I (530) 652-6502 H15 CELL � � I III. ,� 2 EMAIL ADDRESS: Infoewaylandconstruction.net -II, EMAILADIPRESS: Maxer,adMams.c.om I IWO EMAIL A17DRE95: RylandeSummItChIro.com EMAILADPRESS: Tom@Pav19Mac.hIme.met AmyDavise,SMall.com � '601 1 1 _111 r MI- � Wo , �W_R- (530) _. .-0555 I?4ORK I .-- _ __ __ I I I I . I I I I I I I I I ___ -----------:------! _______ ---- -.---- ______ ____ _____ - I --- - -71--- 1 -----r, IT Ir -7�--- - � I - ______ - - I.----- - -7---- - --- - - -- � - -_-,. - , � [�- - ___ --- ____ __ ------- - __ - ----- ---------------- --- _____ � __ I - : 11 I , I JIT7 - ____ ___ ____ - ____ - _____ --7T- I -7 11 , I � I I I I I I I I 1 I 1 I I I I I If ------ -r _7_________-___ , ---------- --T-- - __1___�____1_ __[__________I�� - I I I I I i I I 1 1 '_q'F`,'7___7'___L____1j _: --- - - - _- - --� I 'F _77F-7- 7 r" 7 ----- ---- -----T-- I I I - �1, I I'! Ill I I I I . � I 7 I 'U'"' ; I I I ,,�rr,,Ir I I I., I I I I - I I I ; I I L11 1. -;. 1. � I I I 41. I I 1 11.1 I I i 11 I I'' ENVIRONMENTAL G2URLITY: SECTION 4.50 1: MEANS OF REDUCING THE QUANTITY OF AIR CONTAMINANTS THAT ARE ODOROUS, IRRITATING AND/OR HARMFUL TO THE COMFORT d WELLBEING OF A BUILDING'S INSTALLERS, OCCUPANTS d NEIGHBORS. 1.) FIREPLACES: 4.505.1 ANY INSTALLED 6A5 FIREPLACE SHALL BE A DIRECT -VENT SEALED -COMBUSTION TYPE. ANY INSTALLED WOOPSTOVE OR PELLET STOVE SHALL COMPLY WITH U.S. EPA PHASE 11 EMISSION LIMITS WHERE APPLICABLE. WOOD5TOVE5, PELLET STOVES d FIREPLACES SHALL ALSO COMPLY WITH APPLICABLE LOCAL ORDINANCES. 2.) POLLUTANT CONTROL: 4.504.1 COVERING OF DUCT OPENIN65 d PROTECTION OF MECHANICAL EQUIPMENT DURING CONSTRUCTION. AT THE TIME OF ROUGH INSTALLATION, DURING STORAGE ON THE CONSTRUCTION SITE d UNTIL FINAL STARTUP OF THE HEATING, COOLING d VENTILATING EQUIPMENT, ALL DUCT d OTHER RELATED AIR DISTRIBUTION COMPONENT OPENINGS SHALL BE COVERED WITH TAPE, PLASTIC, SHEETMETAL OR OTHER METHODS ACCEPTABLE TO THE ENFORCING AGENCY TO REDUCE THE AMOUNT OF WATER, DUST d DEBRIS, WHICH MAY ENTER THE SYSTEM. 3. FINISH MA R A T I L POLLUT N ) E A T CONTROL. 4.504.2 FINISH MATERIALS SHALL COMPLYTH THIS SECTION. r - - - - - I y m 4.504.2.1 ADHESIVES, SEALANTS d CAULKS. ACHESIVE5,5EALANTS d CAULKS USED ON THE PROJECT SHALL o 691 3 MEET THE REQUIREMENTSF O THE FOLLOWING STANDARDS UNLESS MORE STRINGENT E T LOCAL OR REGIONAL A E 6 i IR h POLLUTION OR AIR QUALITY M ANAGEMENT DISTRICT RULES APPLY: PLY 74 A. ADHESIVES, ADHESIVE E SONDIN PRIMERS, ADHESIVE VE RS PRIM E SEALANTS, SEALANT PRIMERS, d C ri v L CAULKS SHALL COMPLY WITH LOCAL OR R ZONA EG LAIR POLLUTION CONTROL OP. AIR QUALITY 9 T MANAGEMENT fi DISTRICT G RULES WHERE APPLICABLE OR SGAQMD RULE 1 1 68 V G M O LIMITS, AS SHOWN OFM IN TABLE 4.504.1 OR 4.50 4.2 A5 APPLICABLE. SUGkR P ODUGTS ALSO SHALL COMPLY L WITH THE RULE 1 165 PROHIBITION ON THE USE OFRTA GE IN TOXIC COMPOUND 5 (CHLOROFORM, HLOROFORM ETHYLENE E E 5/51/201 ro VCHLORIDE, METHYLENE CHLORIDE, P RGHLOROETHYLENE d TRICHLOROETHYLENE), EXCEPT FOR AEROSOL PRODUCTS, A5 SPECIFIED IN SUBSECTION B EGTION 2 BELOW. THESE PLANS HAV E B. AEROSOL A DH ES YES, d SMALLER UNIT S IZES OF ADHESIVES, d SEALANT OR GAULKIN6. GO MPO UN DS � - - -'- - - BEEN REVIEWED(IN UNIT OF PRODUCT, E55 PAGKA ING, WHICH DO NOT WEIGH MORE THAN 1 POUNDd DO NOT CONSIST OF MORE THAN 16 FLUID OUNCES) SHALL COMPLY WITH STATEIDE V STANDARDS ONLY OR T O HER REQUIREMENTS IN GLUDING PROHIBITIONS ON USE OF CERTAIN TOXIC COMPOUNDS, NDS , OF COMPLIANCE I EWTH CALIFORNIA COVE OF REGULATIONS. TITLE 1 7 GOMMENGIN 6WIT H SECTION 4450 . 7 4.J PAINTS d GO TI NG5 4.504.2.2 ARCHITECTURAL PAINTS 4 GOA !NGS SHALL COMPLY WITH VOG LIMITS IN ATTACHED TABLE 1 OF THE ARB ARCHITECTURAL SUGG 5 E TED CONTROL MEASURE, EASU E A5 SHOWN IN TAS 4 , LE s04.3 STRUCTURAL N U LE55 MORE STRINGENTOGA L L LIMITS APPLY. THE VOG CONTENT ' IMI FOR COATINGS THAT ONO T bp xb „ CALCULATIONS. 5.MEET THE DEFINIO FOR THE SPECIALTY P G OATIN E G G5 CATEGORIES DIN L15T E TABLE 4.504.3 SHALL BE DETERMINED BY CLASSIFYING _ YI G THE COATING A5 A FLAT NONFLAT R N O ONFLAT HIGH GLOSS CORTIN , G , THE EG R N IN A EE 5 BASED ON ITS O 5 GL 5 A5 DEFINED ED IN SUBSECTIONS 4.2 1 4. d 4 , 36 .37 OF THE 200'! GALIFOR IA , N AIR B STAMP ON T HI5RESOURCES BOARD, 5U66E5TED CONTROL MEASURE d THE GDRRESPON IN F D G FLAT, T NONFLAT OR NONFLA - T HIGk GL055 V OG LIMIT IN TABLE 4.504.3 SHALL APPLY PLAN 15 \/ALID LD ODUCT_5. AEROSOL PAINTS d GOA I 4.504.2.3 AEROSOL PAINTS d COATINGS SHALL MEET THE PR ONLY WITH A W IGHT E ED MIRIM1T5 POP. L O ROC IN SECTION 945 22 A 3 ( )f J d OTHER E REQUIREMENTS INGLUD IN6 I LETTER SIGNED BY PROHIBITIONS ON U5 OF E CERTAIN TOXIC COMPOUNDS O DS d OZONE UB DEP ETIN L G 5 STANCES IN SECTIONS 94522(G)(2)d D)(2) O F CALIFORNIA COVE OF R EGULATIONS, TITLE 1 7 COMM NGING WITH SECTION THIS EN&INEER FOR 94520 d IN AREAS UNDER E THE JURISDICTION OF THE BAY AREA AIR QUALITY MANAG EMENT DISTRICT EACHNI E BUILD. U QU L ADDITIONALLY COMP Y WITH THE PERCENT VOG BY !^!EIGHT OFR P ODUGT LIMITS OF REGU ATI L ON 8 RULE 49. 6. VERIFICATION: 4.504 „ �. O 2 4 VERIFICATION N OF COMP TIO IAN L GE WITH THIS BE SHALL BE PROVIDED AT THE R U T F EQ E5 O THEENFORCING E GING A N GE GY.OGUM N D E TATION MAY INCLUDE, NOT E BUTT 5 O LIMITED TO THE `., ... E .:. FOLLOWING. i OT. A. MANUFACTURER'S PRODUCT SPECIFICATION. � Y M « . " Y B. FIELD VERIFICATION 5 OF ON IT PRODUCT E PROD T CONTAINERS. CEILING PROVIDED B 7J CARPET SYSTEMS: 4.504.3ALL GARP T <I E INSTALLED IN LLED THE BUILDING INTERIOR SHA M TRU55 5 IN T LL MEET THE TESTING E HIS AREA. - d PRODUCT REQUIR M N E E T5 OF ON F E O THE FOLLOWING. A. CARPET d RUG INSTITUT R ES G EEN LABEL PLUS PR OGRAM. B. CALIFORNIAPA DE RTMENT OF PUBLIC HEA T L H STANDARD METHOD FOR THE TESTING 4 EVALUATION OF VOLATILE OL TILE ORGANIC CHEMICAL I E L EM 5510N5 FROM INDOOR SOURCES U I GE S NG jt ENVIRONMENTAL E TAL GHAMBER5 VERSION 1.1• FEBRUARY 2010 AKA SPECIFICATION 0 1 a 50. J G. N F 5 /ANS 140 AT THE GOLDV LE EL. I D SCIENTIFIC I G na CERTIFICATIONS SYSTEMS ADVANTAG E .GOLD. 8. CARPET CUSHION: 4.504.3.1 ALL CARPET CUSHION INSTA LLEDNTH BUI E L DIN G INTERIOR TERIOR SHA LL MEET xG THE REQUIREMENTS OF THE CARPET d RUG INSTITUTES GREEN' AB EL PROGRAM. b X b 4. CARPET ADHESIVE: 4.504.3.2 ALL ADH IV CARPET R E5 E SHALL MEET THE REQUIREM ENTS OF TABLE b xb 4.504.1. :FOLLOWNG•10. RESILIENT FLOORI NG SYSTEMS: 4.504.4 WH R E RESILIENT FLOORIN& IS INSTALLED, AT L EAST 80 PERCENT OFFLOOR AREA RECEIVRESILIENT F O RING SHALL COMPLY WITH ONE OR MORE OF THE m A. VOG EMISSION LIMITSF N r DEI ED IN THE COLLABORATIVE FOR HIGH PERFORMANCE GE SCHOOLS fGHP5 ) M HIGH PERFORMANCE PRODUCTSA D TABASE. 1S i. PER THE GREE UAR CHILDRENNd � O8. PRODUCTS COMPLIANT WITH GHP5 CRITERIA UN -_ SCHOOLS ROGRAM. O C. CERTIFICATION UN R 4- DE THE RESILIENT FLOOR COVRI N _ E N61 INSTITUTE RFGI R E( )FLOC SCORE - All Ill PROGRAM. - - - - 1 D. MEET THECALIF N A ORNIA DEPARTMENT OF PUBLIC H ATH E L p TESTING d w STANDARD METHOD FOR THE � - EVALUATION OF VOLATILE R L LEO GANIG CHEMICAL E GAL EMISSIONS FROM INDOOR SOURCES I i . E U5 NG ENVIRONMENTAL GHAMBER5 VERSION 1.1 FEBRUARY 2010 AKA SPECIFICATION01350.` V ,^ z 0 LI 1 1. COMPOSITE WOOD PRODUCTS. T5. 4.504.5AR H DWOOD PLYWOOD PARTICLEBOARD d MEDIUM N DENSITY n x y ,r FIBERBOARD COMPOSITEWO ODPRODUCTS USED ON THE INTERIOR R EXTERIORSHALL.- .- O E ERIC OF THE BUILDING V :MEET THE REQUIR MENTS R E FOR FORMALDEHYDE LDE YDE A5 SPECIFIED IN ARBS AIR TOXICSN R GO T OL MEASURE tu FOR COMPOSITE 1`4000 120 ET SEW, BY OR BEFORE THE DATES SPECIFIED IN THOSE NO 4L SECTIONS A5 SHOWN IN TABLE 4.50 5 1 , 4. . CEILING PROM - J 12. DOCUMENTATION. 4.504.5.1 RI DED BY - J VERIFICATION OF COMPLIANCE WITH THIS L E S SECTION SHALL BE PROVE AS DED .n Q „ V7 'REQUESTED BY THE ENFORGIN A N TRUSSES IN I x G GE GY. DOCUMENTATION SHALL INCLUDE T A THIS AREA. DEA LEAST ONE OF THE b xb .` O FOLLOWING•. V A. PRODUCT CERTIFICATIONS d SPECIFICATIONS. B. CHAIN OF GUSTO CERTIFICATIONS. E R TIFIGATIONS. lL o G. PRODUCTABLEINVOICED0 L D d AS ME TIN E G THE COMPOSITE WO E OD R G A E UL TION .` SEE CCR, TITLE 1 7 SECTION 43 120 T ( E SEQ.. V D. EXTERIOR GRADE PRO - _ DUCTS MARKED A5 MEETING THE PS 1 OR PS 2 STANDARDS OF THE = J ENGINEERED WOOD ASSOC THE AUSTRALIAN ASIN 5 269 R P , Z 2 O EUROPEAN 636 35 O '� STANDARDS. .` Lu V.` E. OTHER METHODS ACCEPTABLE £ TABLE TO THEF EN CAGING AGENCY. o - ..nn V • N I R R Vl SEGT_LO1t � - _9 5 W ' 4.50 LI TER _�-iO_I _IU-€ Q � NTR_Ol, 15.) CONCRETE SLAB FOUNDATIONS: 5 4.505.2 CONCRETE SLAB FOUNDATIONS L REQUIR D T E O HAVE A NOT VAPOR TAR - _ $ - O RETARDER BY THE CALIFORNIA BUILDING X 1 2 DF 1 BEAMS W/ CODE CHAPTER 1 9 OR CONCRETE SLAB ON GROUND FLOORS REQUIRED TO HAVE A V APOR RETARDERTA RDER BY THE CALIFORNIA RESIDENTIAL COVE, CHAPTER5, ZHEAIHINC7. x$p � DECKING CEILING PROVIDEDD B Y SHALL AL50 COMPLY WITH THIS SECTION. TRUSSES N THISAREA.14 ICAPILLARY BREAK:Kv 4 5O5.2.1 A CAPILLARY BREAK HALL BE INSTALLED IN COMPLIANCE WITH T TYPICAL tu LEAST ONE OF THE FOL DWING bpxb i-{ o. >Q� a MM A. A 4 NGH THICK101.6 RNRN BASE / I f E OF L Z NGH1 2.7 MM ( ) OR L AR R GE GLEAN AGGREGAT E 0 SHALL BE PROVIDED WITH A VAPOR O RETARDER IN DIRECT CONTACT WIT N H CONCRETE d A LL 0 N GO CRETE MIX DESIGN WHICH W LL ADDRESS BLEEDING SHRINKA • GE d CURLING SHALL BE - USED. FOR ADDITIONALNF A I ORM TIONR SEE AMERICAN CONCRETE N E E 1 5 T !TUT E AGI 302.2R -Ob. b"xb" B. OTHER EQUIVALENT METHODS APPROVED BY THE ENFORCING AGENCY'tu N O C. A SLA I N Lu G B DES16N SPECIFIED BY A LICENSED D 51 NPR F _ E ED E G PROFESSIONAL 12 15. MOISTURE CONTENT OF BUILDiN M R J G ATE !ALS 4.505.3UI B LDING MATERIALS WITH VISIBLE 51 N G 50F D WATER DAMAGE SHALL NOT BE INSTALLED. W ALL d FLOOR FRAMING SHALL NOT BEENCLOSED WHEN THE F AMIG MEMBERS EXCEED 1 I'll -PERCENT NT MOI TUR E CONTENT. MOISTURE CONTENT SHALL BE VERIFIEDIN 15 I b xb N x COMPLIANCE WITH THE FOLLOWING: X A. 1. MOISTURECONTENT H CONTACT - TYPE TE SHALL BE DETERMINE WITH EITHER A R D E E P OBE TYPE OR CONTACT TYP E " „ NOT E MOISTURE METER. EQUIVALENTMOIST R VERIFICATION - - U E METHODS MAY BE APPROVED BY THE 5 x5 STEEL NFORGIN N Y i ' OL E GAGE G d SHA A I F LLS T S Y REQUIR M NT FOUND E E S OU DIN SECTION 1 F O 1.8 O THIS GODS. POST CEILING PROVIDED B. MOISTUREREADIN 5 SH G ALL BE TAKEN AT A POINT 2 FEET b O M EE ( 1 M TO 4 FEET 12 1 9 MM FROM \ N = 2 tV I I s BY TRUSSES IN THIS I' THE GRADE STAMPED END OF EACH I �1 1 1 1 E PIECE TO BE VERIFIED. � .- E V V C. AT LEAST THREE RANDOM MOI R _ AREA. b xb D STU E READINGS SHALL BE PERFORMED ON W t ALL FLOOR J N� N� FRAMING WITH DOCUMENTATION I t AGGEPTABLE TO THE NFORGIN E G AGENCY PROVIDED AT THE TIME --r E � _i „ , „ OF APPROVALTO G .1 ENCLOSE THE WALL d FLOOR FRAMING. SCALE:1 / - - D. INSULATION PRODUCTS HI 4 1 O D W GH ARE VISIBLY WET OR HAVE IGH M c - A H MOISTURE CONTENT SHALL BE I G REPLACED OR A _ N L ED LLOWED O DRY R T D PRIOR TO ENCLOSURE N E L EI WA LOAFLOOR LCAVITIES. W T E X G , u 2N FLOOR PLAN STRUGTURA 2N FLOOR L N OT APPLIED INSULATION PRODUCTS SHALLF _ 5 OLLOW THE MANUFACTURERS DRYIN 6 I I _ i f I � � 1 RECOMMENDATIONS PRIOR TO ENCLOSURE. - '� L E. i 1: SEE TYPICAL L NOT H J E SHEET N E 5 AN TYPICAL PICA L D TAI HUTF HAN GER � DETAIL O R S€€GT1ON�56ILDQO� RV�1-1T_Y_d�X�+ +USC C/ � SHEETS EE E701-904 FOR ADDITIONAL IONA 16.) AT - TTT7Q 0 T L INFORMATION. ' BATHROOM EXHAUSTFANS. N5. 4.506.1 EACH E G BATHROOM SHALL BE MECHANICALLY N LL VENTILATED d _ X 2. TYPICAL FLOOR 5 J L R H ATHIN E G (UN O): p '?• O O 3/4 THICK,`A SHALL COMPLY WITH THE FOLLOWIN 111 � JPA E G 6 x 1 0 DF 1 0 A. FANS SHALL BE ENERG Y STAR COMPLIANT L T d B DUCT TERMINATE JJ�� E ED TO E MINATE OUTSIDE THE BUILDING J�TECO, E O OR PITTSBURGH RATED 5H �t aEATHING OR RATED TED = 13 uN 00 - UNLESS '. : F GTIONING AS A COMPONENT OF H A W OLE HOUSE VENTILATION ATI N E IL O SYSTEM FANS MUST B E � __ V S U T RD I FLOOR .SPAN N RATING 4$/24 I 24 FOR L I I 1 SD3 , r CONTROLLED BY LE A HUMIDITY CONTROL. 5 1 __ z 9 , \ BTURD I FLOOR EXP05UR J E 1 STRUCTURAL B. A. HUMIDITY CONTROLSA 1 , SHALL BE CAPABLE OF ADJUSTMENT 5 D T ENT BETWEEN A RELATIVE HUMIDITY 1� T N RANG OF E LESS THAN OR EO UAL UAL TO 50 PERCENT TO A MAXIMUM OF PERCENT. p « 80 E GENT. A HUMIDITY PANELS APPLIED WITH LONG DIMENSION ACROSS J CONTROL MAY UTILIZE MANUAL OR AUTOMATIC, b xb MEANS OF ADJUSTMENT. _ I - _ - " SUPPORTS AND ADJACENT PANELS 5 A G. B. A HUMIDITY CONTROL MAY BEA SEPARATE T GGERED WITH COMPONENT TO THE EXHAUST FAN d 15 NOT f OUTDOOR TRELLIS. 4 ENDS OFFSET � E 4. GLUE PANELS TO ALL FRAM REQUIRED TOB INT R INC E EG AL LE. BUILT-IN). I ( B L NJ. V. NOTES: FOR D THE PURPOSES F SE O THIS SECTION A BATHROOM IS A ROOM O WHICH CONTAINS A DESIGN BY OTHERS EDGE NAIL WI H E 2 X L R T 1 Old COMMON EDGE RING SHANK A I I N ILS OR 1 b BATHTUB, SHOWER OR TUB/SHOWER COMBINATION. O B TION. I HTIN INT R T , L G G EG AL O BATHROOM QUIV E .0.148 A f DI X3 AT O.C.5 3 J AT ALL PANEL EXHAUST N D E FANS SHALL COMPLY WITH THE CALIFORNIA ENERGY COPE. E EDGES BOUNDARIES, ND IES BLOGKIN , G AND WH R TION 4.507. E VIRON E E INDICATED SEG N _ENTAL GOM ED _M �2RL ++ U p f� 17. HEATING d AIR GON T ONI - �I DI I NG SYSTEM DESIGN. 4.507.2 ` H A N d E TI G AIR CONDITIONING SYSTEMS SHA ) ON PLAN. LLFIELD NAIL AT 10" O.C. PROVIDE DE 1 /8 0 0 BE SIZED DESIGN D d HAVE THEIR E E E EQUIPM NT G , E SELECTED USING THE FOLLOWING METHODS. « 6x1 # a O DF 1 - „ p GAP A O 5 AT PANEL EDGES U.N.O.Y PANEL v E DRAG B PER 10/5 0 Al. H Y D4 b xb THE HEAT LOSS d HEAT GAIN 15 ESTABLISHED h G R E G O DING TO AN51/AGGA 2 MANUAL J-2004 �.. 1D J Z - MANUFACTURER. (RESIDENTIAL A �. E L LO D CALCULATION),A HR (5 AE HANDBOOK R R 5 O OTHER EQUIVALENT DESIGN .^ 50FTWAR R 5X5 STEEL • E O METHODS. 3. TYPICAL MINIMUM B J SARIN YV G ALL FRAM N UJ F G U.N.O. Q B. DUCT SYSTEMS ARE I G R E E 5 ZED A GO DING TO AN51/AGGA 1 MANUAL 2004 L D RESIDENTIAL DUCT l POST �- �' SYSTEMS ASHRA HANDBOOKS „ _ � Z J E DBOOKS OR OTHER IV f- HE EQU ALENT SIGN SOF WAR , DE T EOR METHODS. b Xb PO T „' 0 5 11 N X N � G. SELECT HEATING d GOO iN UI - EXTERIOR WALL 2X6 DF STUD AT 16 O.G. L G EQ PMENT ACCORDING TO AN51/AGGA 3 MANUAL 5 2004 0 0 b xb Z " O RESIDENTIAL EQUIPM NT SELECTION) 1 Z f E ELE ION OR OTHER QUIVA NT J E E LE DESIGN SOFTWARE OR METHOD INT RIOR W s E ACLS 2X6 DF 5 TUD AT 16 O. G. Z BEARING WA O.H. �1' USE F ALTERNATE , LL �- O E TE DESIGN TEMPERATURES R E.�LGEP_T1O SIL E PE ATURES N G 55AR E E Y TO ENSURE H SYSTEMS N THE 5 EM5 FU GTION SD3 -f w BELOW DOT D TE I A U ARE ACCEPTABLE. Q 0 4. SEED TAI 5 4 UJ J DETAIL 7/ D 1 FOR TYPICAL J '�T� 0 L STUD WA LL UJ IN5T,8eLLER d 5P GIA i s E L NSPEGTORS ELEVATION AND TYPIGA to L WA LL OP N E INC SCHEDULE. INS A R T ININ ED LE. tQ T LLE RA G 702. t HVAC Y 5 STEM INSTALL R HA E S SHALL BE TRAINED d CERTIFIED N EI THE PROPER I to 5, PLUMB NG J I SPRINKLER AND MECHANICAL L INSTALLATION OF HVAC SYSTEMSINC U2"X8"A :J LDING DUCTS d EQUIPMENT BY A NATIONALLY OR REGIONALLY .LED R GE RECOGNIZED TRAINING OR CERTIFICATION R PRO6 AM. UNCERTIFIED PERSONS MAY PERFORM V SUBCONTRACTORS Q oR HVAC, �. 5 SHALL COORDINATE OL 0 E ALL FLOOR X INSTALLATIONS 104HEN UNDER TH E E E DIRECT SUPERVISION 8 RESPONSIBILITY OF A PERSON L E SON TRAINED < CERTIFIED Ul V 1- _ AN WA D L PENETRATIONS TRA L E E TION W � 5 ITH FR r 1 AMING TO INSTALL HVAC SYSTEMS R ,. -I- E 5 O CONTRACTOR LICENSED L E SED TO INSTALL HVA M M L G SYSTEMS. EXAMPLES OF STAIR LANDING.77.,2"x „ - 3 1 1 7/8 .LVL SUBCONTRACTOR. ACCEPTABLE HVAC TRAINING d CERTIFICATION « PROGRAM INCLUDE GLUDE BUT ARE NOT LIMITED TO THE 2 X$ DF 2 AT 1 b G/G LU5 HGR _ _ , FOLLOWING. 5 b. TYPICAL F 7 L LOOK JOISTS SHALL BE t. STATE CERTIFIED APPRENTICESHIP PR �� �• OGRAMS. 1 1 "1/$ SCI 90 2 0 AT 16 O.G. W ITH LIVABLE: 2. PUBLIC UTILITY TRAIN N PRO 611l _ 1 G P GRAM . 5 N 4 1 /4 LSL RIM.-INSTA LL ALL G M „ p O PON NT5 N E I 26$2 5 F '1 S. TRAINING PROGRAMS 5P N R t 5T FLR O 50 ED BY TRADE, R D LABOR OR STATEWID N RG E E E Y CONSULTING OR 6x10 F a VERIFICATION ORGANIZATIONS. D 2 AGGOR ANG D E WITH MANUFACTURER'S 1 5 Ft 2N 1 20 D FLR 4. FRO6RAM5 SPONSORED BY MANUFACTURtN R Sq Ft O GANIZATIONS. J-rf- RECOMMENDATIONS.358 ' 3 5 F T 5. OTHER PROGRAMS ACCEPTABLE Sq Ft TOTAL E BLE TO THE ENFO RGIN6 AGENCY. ! H "i. PROM Y 1 n nt=s: •I J DE DOUBLE JOIST UNDER R E ALL W ACLS WH R SPECIAL INSPECTION. E E SP 702.2 WHEN REQUIRED BY THE AGENCY THE OWN R OR H E THE „ # 2 x 1 2 DF 2 STAIR RESPONSIBLE ENTITY ACTING AS THE OWN RSA S A STRINGERS AT 12"c/c. • E GENT SHALL MP OY ON R P R 1 / W A EMPLOY E O MORE SPECIAL INSPECTORS E 2 SD3 LLS RUN PARA E L EGTORSLL T EL O JOIST, 5 AND JOIST SPAN A G R,� G 5 DRAG B PER 10/5 4 E TO PROVIDEINSPECTION OR OTHER D OTE DUTIES NECESSARY AR E E E55 Y TO SUBSTANTIATE COMPLIANCE WITH THIS GO DE. 2 _ EXCEEDS 9 O UNO , ,.. 1 76 5 0 5 Ft A D3 5PEG1 L INSPECTOR SHALL DEMONSTRATE 5 LDE ON5T ATE COMP T N E E GE TO THE SATISFACTION F O THE ENFORCING SD3 $. PROM Sq Ft FOR THE PARTICULAR TYPE OF INSPECTION J DE DOUBLE JOIST UNDER ALL BATH TUBS EGTIO OR ASK TO R T BE PERFORMED. IN ADDITION D TO OTHER . " , - R 1 T GE T FICA IONS OR QUA FICATIONS L T 5 ACCEPTABLEO T F R T HE EN O GING AGENCY THE FOLLOWING WHERE JOIST SPAN EXCEEDS TYP � _�., � -,_ - . � - NON G I E- � f` i : J L �,�JN-I�1 (� CERT IFIGATION R r Dt�t P S O EDUCATION MAY B O � I_., ,`b,cS` GO E CONSIDERED D BY THE NF RGIN •t , ..._: , I COVERED E E E O G AGENCY WHEN EVALUATING THE I C,_.� E ED E 9 TYPICAL 1 LH HEADER G J E DE BELOW SUP O P RTIN C G SECOND .QUA IFIGATIONS F F BEARIN G E D L O A SPECIAL INSPECTOR: E 1 - # e . . , P : STORY 15 bX 1 O � , J DFL 1 tJNO " 4. CERTIFICATION BY A NATIONAL � ,t . PATIO: ION L ORAE IONA TIO G L GREEN BUILDING PRO RAM T G OR STANDARD t D -WALL ., PUBLISHER. G R.: 10. PROVIDE 2X50 F G 'O J LID BL OGKING INF OD ~� L R A ,. \ T 2 4 �. m 58 F 5 t FRO " , NT 2. CERTIFICATION - Y u; a B h STATEWID N R a E E E GY CONSULTING OR VERIFICATION I J E TON ORGANIZATION SUCH A5 O.G: P '� 'd• ERP NDIG b � E ULAR T O AN. d• D ADJAG , ENT TO ALL 1_� _� , d' 1 3 _1 F REAR 1 i I_ �� t E R HERB RA P` � Sq Ft 5 TEAS BUI DING PERFORMANCE L GONTRAGTOR 5 d HOME ENERGY AUDITORS. ,R. Q Q 0 BEAMS • � Q E 5 SUPPORT! NG BEARIN! G G WA LL5 ABOVE. a43 5 Ft TOT 3. SUCCESSFULCOMP AL COMPLETION OF R THIRD PARTY APPRENTICE TRAININ R E G P O6RAM IN THE /f a .A r Sq Ft N G i G _. to 3 BY ' N y ---- APPROPRIATETRA 1 0 O DE 1 1 . USE SE 2 TRIMMERS AT � J ( ) HEADERS 5 \ UPPORT INC THIRD \ V 4. OTHER R R E P OG AMS AGG PT O E ABLE TO THE ENFORCING AGENCY. Z � O O _ STORY) SPANNING J A KING 4 O AN 1 1% GREAT R. i do I9 E AT NOTES: DATE: N G eo 1 2. SUPPORT A 1. SPECIAL INSPECTORS SHA B INDEPENDENT J ALL TRIMMERS A BOV E WITH F LOOK/G FILING LL E DE ENDENT ENTITIES WITH NO FINANCIAL INTEREST IN THIt V E O MATERIALS OR THE 5/51/201(0 E E PROJECT THEY ARE INSPECTING FOR COMPLIANCE WI H THIS !! � JOIST WH R L GE T H 5 GODS. i 0 E E TRIMMERS CAN w NOT RUN CONTINUOUSLY U 1 w _'w O SLY .H R5 R \ 2 E RATERS ARE SPECIAL INSPEGTORSG CERTIFIED E TI ED BY THE CALIFORNIA ENERGY COMMISSION GE il. ( GJ Q 1 TO FOUNDATION. D TION. _ GA TO RAT HOMES INCALIFORNIAO SCALE: E E G A R I GGO NG 70 THE HOME R R D E E ENE GY ATIN6 SYSTEM (HERB). E f E ). W -13. PROVIDE P05 [Q J .ATTACHMENT- _ OF ALL BEAM WHEN REQUIR D BY THE NFO N (A TO POST. E E E RGI G AGENCY THE OWNER OR THERESPONSIBLE NT _ E ITV ACTING h5 THE - ' 1 _ - - HO OWN R A 5 WN E 5 GENT SHALL EMPLOY L ONE OR MORE SPECIAL B EG L INSPECTORS TO PROVIDE INSPECTION OR OTHER BEAM TO .BEAM POS o ER T TO BEAM AN ! , , D POST TO POST' i DUTIES NECESSARY O } E T SUBSTANTIATE COMPLIANCE WITH THIS O P 5 G DE. SPECIAL INSPECTORS SHALL 4 CONN I H SWT 2 � 4 ST22 STRAPS J 5 A 5 IN C MIN. Q D A35 CLIPS I DEMONSTRATECOMP T COMPETENCE E E TO THE SATISFACTION OF THENFORGIN N Y E GAGE G FOR THE PARTICULAR OL U.N.O. PEP, so OYP FE L NAND DETAILST E O INSPECTION OR TA5K TO BE PERFORMED, IN ADDITION TH PGA N PE 5 E I L I S EGTOR SHALL HAVE A!CERT FIGATION ROM RrfF A EGOGNIZED STATE NATIONA OR NT R ATI 14. ANY ISGL I E N OVAL ASSOCIATION A5 DETERMIN J D REPANGIES B TW ,ED E EEN FRAMIN OG SHOWN AND� BY THE LOCAL AGENCY. THEAREA F E O CERTIFICATION H T SHALL 8E CLOSELY RELATED TO THE PRIMARY JOB FIELD CONDITIONS ON5 SHALL BE IMMEDIATELY NG E ATELY BROUG HT FUNCTION, A5 DETERMINED Y D E EDB THE LOCAL AGENCY. TO THE N IN n ..SPECIAL INSPECTORS SHA E G EER OF RECORD. NO_T_E LL BE INDEPENDENT ENTITIES WITH NO FINANCIAL L INTEREST IN THE 4-62 Q MATERIALS OR THE ��OII11 U PROJECT THEY ARE INSPECTING FOR COMPLIANCE I 1 5. A L GE W TH THIS CODE.J ALL EXPOSED FRAMING SHALL LLB FLUSH 5 1/4" X G' E PRESSURE i DOCUMENTATION: O 1 D_--_ _ 7 3. DOCUMENTATION USED TO SHOW COMPLIANCE I GO L ANGE WITH THIS COVE SHALL INCLUDE L DE BUT « TREATED EA ED WITH TREATMENT PROCESS 11 E55 AND APPLICATION TON... 15 NOT LIMITED TO CONSTRUCTION �T/$ LV T GTION DOGUM NT A L DOCUMENTS, PLANS, SPECIFICATIONS, I AT E F G IONS BUILDER OR INSTALLER I T LER APPROPRIATEp� F OR EXPOSURE UR _ E AGGOR IN CERTIFICATION,NS INSPECTION REPORTS, D GTO MFR 5 , OR OTHER METHODS ETHODS AGGEPTABLE TO THE NFORGIN6 E E AGENCY WHICH DEMONSTRATE SH DE TE SUBSTANTIA G N EST L O FORMAN .WH N W GE E SPECIFIC DOCUMENTATION OR SPECIAL KITTEN GUIDELIN 5. .: . E L MST040 E T 40 STRAP MS # TG40 STAR 6 $ P x DF 2 T � ,. INSPEG ION ISN NECESSARY ARY E E 5 TO VERIFY COMPLIANCE. � . . . E LI NGE THAT METHOD 1 2 �� _ E OD OF COMPLIANCE W E ILL BE SPECIFIED N _ .,1 EDI _. .r 1 PROM M .. DE ETAL HA J NGER5 ,. PER 7/ , SD3 _ H APP A5 REQUIRED <.. THE APPROPRIATE SECTION OR IDENTIFIED IN H APPLICATION PLICATION CHECKLIST. A RESIDENTIAL MANDATORY �� AND TORY SD3 UNLESS NOTED OTH R MEASURES H K E WISE.. CHECKLIST LIST MAY BE OBTAINED FROM YOUR LOCAL BUILDING DEPARTMENT. TYP. FLOOR SPLIT 1 i. ALL `STRUCTURAL MEMBERS SHALL BE FASTENED IN COMPLIANCEWITSCHEDULE, H2O13GB.. G FA5 TENING E - 6, TABLE 2304.9.1 UNLESS LE55 NOT ED OTHERWIS , E. rs O GOPYRIGH 7 , , c` 0 T2015 Li s - cY � MAX RAMIREZ _60LDEN SUN D _ ENERGY GALG5 5UMMIT 5TR U GT URAL DE S IGN 5T U GTURAL EN GINE R ...oa.WAYLAND CONSTRUCTION, INC. I2218q SAMSON AVENUE G 83 95426 G.\Users\L9 ments\Ge X7 PIans\BretWaaDavis Restdence\Davis R idence.la out c , LYNNNN SMITH _ DRA F ORNIN GA I ORNIA 960 RIO LtNDO AVENUE 2 O GHIGO GA(530 898 4328OFFCE f530)624 3805CELL ► WNER TDM d MY DAMS 199 SYCAMORE VALLEY LE Y ROAD •EMAIL ADDRESS:f ®wa landconstruc i .net f� PHONE: 2 2 CELLL f530) 592_4407 W K (5 O) 682 6502HISG L (530)966161t HER CELL (530)342_4 7 33 HOME GkIGO GA 45973EM DDR 55 M x®Gad amacom EMAIL L ADDR S Tom®DavtsMachine.net AmBDavis® Matlm 530 891 0585W ORKEMAIL ADD E55 R landm5ummitGm I - - -- - T-- _- i i I T r i I ,LI L I i<' -1 I � I � I r I I I I I T i I 777-T- I ' I I I i ':I, , I i I-' I l _ I I I II 1 I, I ARCHE 1 2"X,5* OF#2 RAFTER F --I HOME ONNER TO REVIEYI AND SEISMIC VER FY ALL DIMENSIONS, RESTRAINTS (4) SPECIS, AND CONNECTIONS BEFORE CONSTRUCTION TYPliSAL 5;WYl lr-pWT FRAMIN42 L %5v 4 DIRECTIONS. SCALE: 1'/2"- l' -O" O.H. - r - - - r DRAFTIN& BY: 1 /81, x 1 1 /8" ANIS7LE Y41 NUTS 4 Y4A5HERSI. r:2 1. FURNACE SHALL BE LOCATED INITHIN 20'OF THE ATTIC ACCESS. 2 2. PROVIDE A INORK PLATFORM SO- Y41DE IN FRONT OF THE ENTIRE 4 CONNECT TO FIREBOX SIDE. 5 1/2- X 1.2`24F -V4 GLE, 5 1/2" X 12" 241F -V4 &LIB YARD DRAIN 5. PROVIDE PERMANENT ELECTRICAL OUTLET, A LIC7HT SINITCHED - - - - - - - - - - - - - - 1 gl Ye.AMOKE VA"EY R6ACI AT T14E ATTIC ACCESS, AND A FUEL &AS STUB SHALL BE CHIC.O, CALIFORNIA q 5 q,7 5 PROVIDED NEAR THE FURNACE. LYNNSMITH520ATT.NEr HVAC CONNECTION DETAIL SCALE: 1/2"- l' -O" 0NER&Y CAL.CS BY. 954-1 SOFT OF ATTIC, TYP., EAVE ke ISOLVEN SUN DIVIDEP BY 150 VaqlaNs 25`66 SOFT OF REOUIRED NET PEE VENTILATION AREA (NFVA) MAX V0_)qR5POIJ_T RAMIRl!Z 0.16 SOFT - (1) 1 4x I b"GABLE END VENT (1 10 90 IN EACH) - 0.-1 &4 SOFT CONNECT TO BY CONSTRUCTION METALS, INC. OR EOUAL YARV DRAIN 2 =D _t5_5 & SOFT - (1 O'l)LIN FT OR -4 RIDGE VENT (18.0 So IN/LIN FT) 0. 125 SOFT/LIN FT BY LOMANCO OMNI SERIES OR ea. COY-4-NSPOUT 14.14 SOFT OF UPPER NFVA CONNECT TO YARD DRAIN SFOTAN-OULAR-E-A-Y - - - - - - E�ENTS iCARVER TRUSS J-1-11 5 5OFT-(43)5 1/2"X22 1/2"EAVE VENTS (40 50 IN EACH) 0.216 SOFT , EOUAL OOrTNSPOUT BY CONSTRUCTION METALS OR Gr F_ CONNECT TO I l.qS SOFT OF LOAER NFVA Al -------- - POINN YARD DRAIN (:�ONNEOT To 26.041 TOTAL SOFT OF VENTS (NFVA) 10 �12 YARV DRAIN D CONNECT TO 4"xr, 4"x YARD PRAIN PRAG/61RDER TRUSS: 5000# J ,12- > TP POJNNSP U rb"xb* JIN/ Erc, 52"X2"LOP4 PROFILE _�� T 4 INVERTED CONNECT TO x YARD DRAIN O.H. PC BOTTOM o. 691 8 F 6/ 1 L L C I v � v 5.0, ----------- ---- OF W_ 5 1/2"x 12" 24F -V4 &LB 5/31/2016 rovieguanice ice ime of THESE PLANS HAVE N e inspection to fieldinspector 2040 SKYL 2040 SrlYLIC7HTj fram BEEN REVIEINEV ONLY FOR r2 .16HT TRU55 uj TYP. COMPLIANCE Y41TH 2.0' 0 13 ATTA HED - - - - - - rl 0 7127 STRUCTURAL # VCMNSPOUT CALCULATIONS. IL _N I I ''rA5 b STRA a! P CONNECT TO THE EN&INEERS I C44 YARD DRAIN ,C PRA6 TRUSS: 171,07121 STAMP ON THIS PLAN 15 VALID x 5100# V(:;Il_rNN5r_0_uT ONLY INITH A u C-ONNECT TO 0 IL ---------- - ------- YARD DRAIN R 516NED BY i4 R 0 R -a:-,= m EACH UNIOUE BUILD. 2 77 �1.kz�_.'..�i"�,�_,�._!_ 5 PRAII57/ F TRUSS: L. Ji 110-12 r 12E TRUSS "T50# 00- TYP. NON- BEARING O.H. )NALL �"x 1 D"24F-V4 C7LB 110 121 z JL TYP. y ,AMINC7 CONNECT TO OVERFP 4 5 POIN145POUT --------- ---- ---- --- YARD DRAIN O.H. L 5 1/2"x 12" 24F --V4 6LB 5 1/2"x 12"24F -V4 &LB 6.x6.. rd 6"x 12 OF# 1 POCKET BEAM PER 10/904 INTO INALL BELOIN r4 P_0_JNN5P_OVT 12RA6 "B": CONNECT TO TYP. OBL. TOP PLATE U) EAVE YARD DRAIN JU Vxs"5TEEL u P05T # K'o LL ry TYP, EAVE z 0 'A PEP, 1 O/SV4 12RAC7 \6,,x6 POINNSP-0-11T ROOF PLAN STRUCT-LLIKA, �NO ES: 8.) PROVIDE FOS. ATTACHMENT OF ALL POST TO BEAM, z 0 4' ry PER 1 O/SV4 CONNECT TO 1.) SEE TYPICAL NOTE SHEET SN AND TYPICAL DETAIL BEAM TO BEAM, BEAM TO POST, AND POST TO POST > YARD, DRAIN SHEETS SIP 1 -5V4 FOP, ADDITIONAL INFORMATION. CONN'S NITH (2) ST2 2 STRAPS MIN. AND A5 5 CLIPS, 2.) TYPICAL ROOF SHEATHIN(5 (UNO): 1/2"THICK, APA, < IL I 2� rs U.N.O. PEP, PLAN AND DETAILS. (� X to TECO, OR PITTSBURC7H RATED SHEATHIN6,5PAN cl.) ANY DISCREPANCIES BETINEEN FRAMIN6 SHOINN AND -3 to A; ui WX 12' VF# 1 YiALL BELOIN RATIN& 5 2/16, EXPOSURE 1 STRUCTURAL PANELS, 0 ry FIELD CONDITIONS SHALL BE IMMEDIATELY BROU(5HT lu 1156 SOFT OF ATTIC APPLIED �NITH LONC7 DIMENSION ACROSS SUPPORTS TO THE EN61NEER OF PEr-,ORV. AT ROOF LEVEL AND ADJACENT PANELS STAC76EREV)NITH WENV5 10.) ALL EXPOSED FRAMINC7 SHALL BE PRESSURE ISO DIVIDED BY 1 so - - - - -- J OFFSET 4. ED6E NAIL INITH 5d COMMON OR TREATED IINITH TREATMENT PROCESS AND APPLICATION SOFT OF REOUIRED NET FREE VENTILATION AREA (NFVA) T 7 5 11/4" X 14" LVL EGUIVALENT (0. 15 1 " VIA X 2 1/2') AT 6" O.C. AT APPROPRIATE FOR EXP05URE ACCORDIN& TO MFR'5 4 ALL PANEL EVC7ES, BOUNDARIES, 6ABLE ENDS, JINRITTEN &UIPELINES. RBjCTA_NC7LE_&A5LI!_ffN P_VENT5 O.H. 1.02 SOFT - (1) 1 4"X24"6A5LE END VENT (1 4"l SO IN EACH) - 1.021 SOFT Cal tu BELOYI ML BLOCKIN6 AND INHERE INDICATED ON PLAN. FIELD 1 1.) ROOF TRU55 LAYOUT SHALL BE REVIEr4ED BY EN61NEER RI26f_VfNT5 ro"Xb NAIL AT 12" O.C. PROVIDE 1 18"C7AP AT ALL PANEL AS TRUS5 PESI&NS BECOME AVAILABLE FROM TRUS5 1.25 SOFT - (10) LIN FT OR -4 RIVISSE VENT (15.0 So IN/LIN FT) - 0. 125 SOFT/LIN FT BY LOMANCO OMNI SERIES OR E0. 0 6"Xbl W EPIC y EV&E5 U.N.O. BY PANEL MANUFACTURER. MANUFACTURER. CONTRACTOR SHALL OBTAIN 516NED Wx 10* VF#2 0 < > < TOP 4 INVERTED POCKET BEAM 3.) SEE NOTE SECTION 8 -SN FOP, ROOF TRUSSES BY TRU55 REVIEIN LETTER FROM THE EN61NEER OF RECORD 9 -0 -017 -T -OF -VENT -9 PC, BOTTOM OTHERS. AND BUILDIN6 DEPARTMENT APPROVAL PRIOR TO -2-0.6- SOFT -(5)2*XS2" O'HArPIN FLAT TILE EYEBROV4 VORMMP, (qa.15 90 IN EACH) - 0.686 SOFT lu OL INTO JINALL BELOIN -7/C BY O'HAOIN MF6, LLC OR EG. PRAC 91RDER TRUS5: 4.) TYPICAL HEADER BELOY4 SHALL BE: 6 OBL. TOP PLATE 1-750# CONSTRUCTION. 4.55 SOFT OF UPPER NFVA bX 10 DF -L * 1 UNO. 12.) CONTRACTOR TO VERIFY THE LOCATION AND LOADING 00) 5.) PROVIDE 6X POST MIN. AT ALL BEAM AND 6IRDER OF ALL TRU55 TO TRUSS MECHANICAL CONNECTIONS. O.H. WX 1 O"r.>F# I /M5TA Wx6" a- 0 wvwz_- __ I _56_5TRAP TRU55 BEARINCP POINTS AND CONTINUE IN JINALL TO IMMEDIATELY NOTIFY TRUS5 COMPANY OF ANY LAR_EA_Vr;;_YZNT5 E7 5"X5" STEEL P05T VaNNSPOUT 6.) USE 2X6 OF #2 MIN. RAFTERS AT 24"O.C. AT LOIN 2 15.) PROVIDE METAL HAN&ER5 PEP,"7/SV5 AS REOUIREV, if LU Nb*xWPOST O.H. 5.61 SOFT OF LONER NFVA CONNECT TO ROOF PORTIONS, MAXIMUM SPAN - V -O". UNLESS NOTED OTHERINISE. YARD DRAIN X6 1.) ROOF FRAMIN& NOTE: 14.) ALL STRUCTURAL MEMBERS SHALL BE FASTENED IN 7.q4 TO CUT AND STACKED ROOF SYSTEMS SHALL BE BUI X I v TO THE CONVENTIONAL FRAMINC REGUIREMENTS OF 299 NOTED OTHERINISE. < TABLE 2 5 04. q. 1, UNL THE CALIFORNIA BUILVINC7 CODE (CBC 2308.10). OL L F__ E N V, PURLINS, BRACES, INTERMEDIATE SUPPORTS, AND CONNECTIONS SHALL BE PROVIDED BY THE X CONTRACTOR JINHICH ARE CAPABLE OF TRANSMITTIN6 If -F-1.5'�- RIV(SE LENOTH ALL CvRAVITY AND F41ND LOADS TO THE FOUNDATION. BRACE THE FOLLOININ6 ADDITIONAL LIMITATIONS SHALL APPLY: 2"xb"a4b" A- RAFTER MAXIMUM SPANS: VLLA-ORFLAT TILE-R-0-0FIN6 PURLIN 1 2X5 1:>F -L#2-. W-6" OVER IS# FELT OVER 112"CvX PLYY4000 OR OBB F41TH 5d'S AT 6", 2"xb" B_ MINIMUM BRACE 51ZE - 2Xb rl 12" cla. I C_ MAXIMUM BRACE SPACINC7 - 2'-O"O.C. V_ PURLIN 51ZE SHALL MATCH THE SUPPORTED R mO_O_ F _V E_ RT -1 I -A T-1 Oft PITCH 10 / 12 rl SEE ROOF PLAN 4 ROOF RAFTER SIZE U.N.O. VENTILATION CALr-S. PERMIT # VERT. BRACIE --�l �q.5 §LJ (2)PLY V IL I- A -0 R_ F L A T_ T -1-L f_R O_ 0 F -IN _5 f TRJSSr= 5-o 24� _�r_l r REVIDAIE!") FU"' -%R OVER I S# FELT OVER 1/2" CDX 4 1 GIRDER TRUSS VE516N 4 CALCS BY OTHERS PLYINOOD OR OSB Y41TH 8d -5 AT W, M P L I A0N.11 G rl 0 -121 12* c1c. By Do PITCH 5 12 < DRAIS 'PLATIE HEI(5HT lu < lu PEP, 1 O/SD4 \D 0 0 2`xrb" AT 12" cla 5/8"157ylm. Bv. < 7- Z < SIRVER TRUSS (SPIRVER T I IF -4 _RU! 5 _5 2 x 6 STUDS a 16" ala < ROOF-BRAVR& I JU In ZZ Z I OVERFRAMINC7 OVERFRAMIN& 2*Xg)"@ 24* rlr, < < z z < -7YP. BV. 112"C 7, -4 ul 13 z pp Q_ j r 77!. TYPICAL, U.N.O. 2"We 495* a1r, < JU V W FASCIA-AASUTTE-P.- NO �k CONNECT TO VxV QQQ QQnnnnnnn _'R B A N D A S SOO (.3 1 A T E Sa LIVABLE: T Y_FJ -C, A I -H I-- A M_ 9: 10'-1 1 5/8"PLATEHEIGHTL 1 2652 SqFt 1 ST FLR Wx 1 O"VF# 1 1201 SqFt 2ND FLR n 1 O'PLATE HEIGHT 58 8 5 5qFt TOTAL 1/2"&YF. 5D. 5/8* 6YP. ED. E XT ELPIJOAJF�Ns TEE 9 - 6ARAOES: PROVIDE F4EEP SCREED 4' 1 -7 60 SqFt ABOVEZARTHAND 2"ABOVE CONCRETE PEP, rBC. LOIN ROOF 2"x&"PF#2 CEIL-INO JOIST5_iw _16"c/c, STUCCO NOT�E- Cl 0 \vl E R I- D 2"x6"AT 24"r -la APPLIED OVER 2 2"x 6" STUDS@ 16"c.1r, 5/8"6YP. BV. FINISH 5ELOIN PATIO: LAYERS OF ORAVE V PAPER. 55 5qFt FRONT INSULATION VALUES: 'STUCCO PRIVACY IINALL R -S 1 INSULATION FOR ViALLS __Ut_5 SqFt REAP, R-21 INSULATION FOR UNVERFLOOR CRA104L SPACES 2 4 5 SqFt TOTAL R-55 INSULATION FOP, ROOF ATTIC 5 COAT STUCCO: APPLIED OVER 2 LAYERS PATE: OF &RAVE V PAPER. FITCH 10 12 4 5 12 IN.I. &ATE LANVIN&S-- THE LANDINC, AT AN EXTERIOR. WOORNAY $HALL NOT BE moRE �K 5/31/2016 THAN *7.'T 5 INCHES BFLOIN THE TOP OF THE THRESHOLD, PROVIVEV THE POOK, OTHER THAN AN EXTERIOR STORM OR 1/2"&YP. BV. VUBFLO�OR. C;r. A I F. 1 IA" SCREEN POOR, DOES NOT SM14ro OVER THE LANDIN& OVER 2"Xb" VF#2 FLOOR 5TUC:_��Y4 Er SCALE: 4" CONCRETE SLAB JOISTS @ 1 Wc.1r, 2" x 6" 5TUD5 a 16"cla INSTALL 2" ABOVE PAVED AREAS. SHO)NN PROVIDE STEPS INSTALL 4 ABOVE $OIL. AS REQUIRED &RAVEL FILL rl 47; 2. 81FORY FOUNPA TION -P -M -TA -11.5 - SEE STRUCTURAL PAiSES FOR DETAILS ry H CONCRETE FOOTIN6 K SEE STRUCTURAL PA&ES FOR DETAILS IN/ 16"50 x 12'DEEP SCALE: 1/4" - l' -O" 0 COPYRI&HT 2015 9Y...11.1 IA vxe >/ 2- DILI ".14 MAX RAMIREZ - GOLDEN SUN DESIGN - ENER&YCALC5 5UMMIT5TRUCTURALVE516N - 5TRUCTURALEN&NEER CI\U9erS\Lynm\Dcrument9\CIiIef X1 rlans\Bret 104ayland - Davis Residence\Davis ResIdence.layout LYNN 5MITH - DRAFTIN6 Y4AYLAND C01,15TRUCTION, INC. 22 1 bli 5AM50N AVENUE, CORNING,CALIFORNIA 616021 5 5 3 RIO LINDO AVENUE #200, CHICO, CA CIS -126 (550)6q6"1525OFFICE (590)624-56050ELL ONNEP: TOM 4 AMY DAVIS PHONE: (S 5 0) 3 2 1 -'? 2 4 2 CELL 1 di -1 SYCAMORE VALLEY ROAD, EMAIL ADDRESS: Infoewaylandaonstruatfonmet (550) Sc[2-440'7 INORK (550) 662-6502 HIS CELL (550) dibb-1 6 1 1 HER CELL (530) 342-4153 HOME -73 EMAIL ADPRE55: MaxeradMama.aom EMAIL ADDRESS: RylandeSummItChIrozorn EMAILAPPRESS: Tom@PavisMarhine.net AmyDavIs*&maILccm CHICO, CA 14 5 -1 5-1 -0555 INORI< fT-- lial 11 1 x NIT" 2"X,5* OF#2 RAFTER F --I HOME ONNER TO REVIEYI AND SEISMIC VER FY ALL DIMENSIONS, RESTRAINTS (4) SPECIS, AND CONNECTIONS BEFORE CONSTRUCTION TYPliSAL 5;WYl lr-pWT FRAMIN42 L %5v 4 DIRECTIONS. SCALE: 1'/2"- l' -O" O.H. - r - - - r DRAFTIN& BY: 1 /81, x 1 1 /8" ANIS7LE Y41 NUTS 4 Y4A5HERSI. r:2 1. FURNACE SHALL BE LOCATED INITHIN 20'OF THE ATTIC ACCESS. 2 2. PROVIDE A INORK PLATFORM SO- Y41DE IN FRONT OF THE ENTIRE 4 CONNECT TO FIREBOX SIDE. 5 1/2- X 1.2`24F -V4 GLE, 5 1/2" X 12" 241F -V4 &LIB YARD DRAIN 5. PROVIDE PERMANENT ELECTRICAL OUTLET, A LIC7HT SINITCHED - - - - - - - - - - - - - - 1 gl Ye.AMOKE VA"EY R6ACI AT T14E ATTIC ACCESS, AND A FUEL &AS STUB SHALL BE CHIC.O, CALIFORNIA q 5 q,7 5 PROVIDED NEAR THE FURNACE. LYNNSMITH520ATT.NEr HVAC CONNECTION DETAIL SCALE: 1/2"- l' -O" 0NER&Y CAL.CS BY. 954-1 SOFT OF ATTIC, TYP., EAVE ke ISOLVEN SUN DIVIDEP BY 150 VaqlaNs 25`66 SOFT OF REOUIRED NET PEE VENTILATION AREA (NFVA) MAX V0_)qR5POIJ_T RAMIRl!Z 0.16 SOFT - (1) 1 4x I b"GABLE END VENT (1 10 90 IN EACH) - 0.-1 &4 SOFT CONNECT TO BY CONSTRUCTION METALS, INC. OR EOUAL YARV DRAIN 2 =D _t5_5 & SOFT - (1 O'l)LIN FT OR -4 RIDGE VENT (18.0 So IN/LIN FT) 0. 125 SOFT/LIN FT BY LOMANCO OMNI SERIES OR ea. COY-4-NSPOUT 14.14 SOFT OF UPPER NFVA CONNECT TO YARD DRAIN SFOTAN-OULAR-E-A-Y - - - - - - E�ENTS iCARVER TRUSS J-1-11 5 5OFT-(43)5 1/2"X22 1/2"EAVE VENTS (40 50 IN EACH) 0.216 SOFT , EOUAL OOrTNSPOUT BY CONSTRUCTION METALS OR Gr F_ CONNECT TO I l.qS SOFT OF LOAER NFVA Al -------- - POINN YARD DRAIN (:�ONNEOT To 26.041 TOTAL SOFT OF VENTS (NFVA) 10 �12 YARV DRAIN D CONNECT TO 4"xr, 4"x YARD PRAIN PRAG/61RDER TRUSS: 5000# J ,12- > TP POJNNSP U rb"xb* JIN/ Erc, 52"X2"LOP4 PROFILE _�� T 4 INVERTED CONNECT TO x YARD DRAIN O.H. PC BOTTOM o. 691 8 F 6/ 1 L L C I v � v 5.0, ----------- ---- OF W_ 5 1/2"x 12" 24F -V4 &LB 5/31/2016 rovieguanice ice ime of THESE PLANS HAVE N e inspection to fieldinspector 2040 SKYL 2040 SrlYLIC7HTj fram BEEN REVIEINEV ONLY FOR r2 .16HT TRU55 uj TYP. COMPLIANCE Y41TH 2.0' 0 13 ATTA HED - - - - - - rl 0 7127 STRUCTURAL # VCMNSPOUT CALCULATIONS. IL _N I I ''rA5 b STRA a! P CONNECT TO THE EN&INEERS I C44 YARD DRAIN ,C PRA6 TRUSS: 171,07121 STAMP ON THIS PLAN 15 VALID x 5100# V(:;Il_rNN5r_0_uT ONLY INITH A u C-ONNECT TO 0 IL ---------- - ------- YARD DRAIN R 516NED BY i4 R 0 R -a:-,= m EACH UNIOUE BUILD. 2 77 �1.kz�_.'..�i"�,�_,�._!_ 5 PRAII57/ F TRUSS: L. Ji 110-12 r 12E TRUSS "T50# 00- TYP. NON- BEARING O.H. )NALL �"x 1 D"24F-V4 C7LB 110 121 z JL TYP. y ,AMINC7 CONNECT TO OVERFP 4 5 POIN145POUT --------- ---- ---- --- YARD DRAIN O.H. L 5 1/2"x 12" 24F --V4 6LB 5 1/2"x 12"24F -V4 &LB 6.x6.. rd 6"x 12 OF# 1 POCKET BEAM PER 10/904 INTO INALL BELOIN r4 P_0_JNN5P_OVT 12RA6 "B": CONNECT TO TYP. OBL. TOP PLATE U) EAVE YARD DRAIN JU Vxs"5TEEL u P05T # K'o LL ry TYP, EAVE z 0 'A PEP, 1 O/SV4 12RAC7 \6,,x6 POINNSP-0-11T ROOF PLAN STRUCT-LLIKA, �NO ES: 8.) PROVIDE FOS. ATTACHMENT OF ALL POST TO BEAM, z 0 4' ry PER 1 O/SV4 CONNECT TO 1.) SEE TYPICAL NOTE SHEET SN AND TYPICAL DETAIL BEAM TO BEAM, BEAM TO POST, AND POST TO POST > YARD, DRAIN SHEETS SIP 1 -5V4 FOP, ADDITIONAL INFORMATION. CONN'S NITH (2) ST2 2 STRAPS MIN. AND A5 5 CLIPS, 2.) TYPICAL ROOF SHEATHIN(5 (UNO): 1/2"THICK, APA, < IL I 2� rs U.N.O. PEP, PLAN AND DETAILS. (� X to TECO, OR PITTSBURC7H RATED SHEATHIN6,5PAN cl.) ANY DISCREPANCIES BETINEEN FRAMIN6 SHOINN AND -3 to A; ui WX 12' VF# 1 YiALL BELOIN RATIN& 5 2/16, EXPOSURE 1 STRUCTURAL PANELS, 0 ry FIELD CONDITIONS SHALL BE IMMEDIATELY BROU(5HT lu 1156 SOFT OF ATTIC APPLIED �NITH LONC7 DIMENSION ACROSS SUPPORTS TO THE EN61NEER OF PEr-,ORV. AT ROOF LEVEL AND ADJACENT PANELS STAC76EREV)NITH WENV5 10.) ALL EXPOSED FRAMINC7 SHALL BE PRESSURE ISO DIVIDED BY 1 so - - - - -- J OFFSET 4. ED6E NAIL INITH 5d COMMON OR TREATED IINITH TREATMENT PROCESS AND APPLICATION SOFT OF REOUIRED NET FREE VENTILATION AREA (NFVA) T 7 5 11/4" X 14" LVL EGUIVALENT (0. 15 1 " VIA X 2 1/2') AT 6" O.C. AT APPROPRIATE FOR EXP05URE ACCORDIN& TO MFR'5 4 ALL PANEL EVC7ES, BOUNDARIES, 6ABLE ENDS, JINRITTEN &UIPELINES. RBjCTA_NC7LE_&A5LI!_ffN P_VENT5 O.H. 1.02 SOFT - (1) 1 4"X24"6A5LE END VENT (1 4"l SO IN EACH) - 1.021 SOFT Cal tu BELOYI ML BLOCKIN6 AND INHERE INDICATED ON PLAN. FIELD 1 1.) ROOF TRU55 LAYOUT SHALL BE REVIEr4ED BY EN61NEER RI26f_VfNT5 ro"Xb NAIL AT 12" O.C. PROVIDE 1 18"C7AP AT ALL PANEL AS TRUS5 PESI&NS BECOME AVAILABLE FROM TRUS5 1.25 SOFT - (10) LIN FT OR -4 RIVISSE VENT (15.0 So IN/LIN FT) - 0. 125 SOFT/LIN FT BY LOMANCO OMNI SERIES OR E0. 0 6"Xbl W EPIC y EV&E5 U.N.O. BY PANEL MANUFACTURER. MANUFACTURER. CONTRACTOR SHALL OBTAIN 516NED Wx 10* VF#2 0 < > < TOP 4 INVERTED POCKET BEAM 3.) SEE NOTE SECTION 8 -SN FOP, ROOF TRUSSES BY TRU55 REVIEIN LETTER FROM THE EN61NEER OF RECORD 9 -0 -017 -T -OF -VENT -9 PC, BOTTOM OTHERS. AND BUILDIN6 DEPARTMENT APPROVAL PRIOR TO -2-0.6- SOFT -(5)2*XS2" O'HArPIN FLAT TILE EYEBROV4 VORMMP, (qa.15 90 IN EACH) - 0.686 SOFT lu OL INTO JINALL BELOIN -7/C BY O'HAOIN MF6, LLC OR EG. PRAC 91RDER TRUS5: 4.) TYPICAL HEADER BELOY4 SHALL BE: 6 OBL. TOP PLATE 1-750# CONSTRUCTION. 4.55 SOFT OF UPPER NFVA bX 10 DF -L * 1 UNO. 12.) CONTRACTOR TO VERIFY THE LOCATION AND LOADING 00) 5.) PROVIDE 6X POST MIN. AT ALL BEAM AND 6IRDER OF ALL TRU55 TO TRUSS MECHANICAL CONNECTIONS. O.H. WX 1 O"r.>F# I /M5TA Wx6" a- 0 wvwz_- __ I _56_5TRAP TRU55 BEARINCP POINTS AND CONTINUE IN JINALL TO IMMEDIATELY NOTIFY TRUS5 COMPANY OF ANY LAR_EA_Vr;;_YZNT5 E7 5"X5" STEEL P05T VaNNSPOUT 6.) USE 2X6 OF #2 MIN. RAFTERS AT 24"O.C. AT LOIN 2 15.) PROVIDE METAL HAN&ER5 PEP,"7/SV5 AS REOUIREV, if LU Nb*xWPOST O.H. 5.61 SOFT OF LONER NFVA CONNECT TO ROOF PORTIONS, MAXIMUM SPAN - V -O". UNLESS NOTED OTHERINISE. YARD DRAIN X6 1.) ROOF FRAMIN& NOTE: 14.) ALL STRUCTURAL MEMBERS SHALL BE FASTENED IN 7.q4 TO CUT AND STACKED ROOF SYSTEMS SHALL BE BUI X I v TO THE CONVENTIONAL FRAMINC REGUIREMENTS OF 299 NOTED OTHERINISE. < TABLE 2 5 04. q. 1, UNL THE CALIFORNIA BUILVINC7 CODE (CBC 2308.10). OL L F__ E N V, PURLINS, BRACES, INTERMEDIATE SUPPORTS, AND CONNECTIONS SHALL BE PROVIDED BY THE X CONTRACTOR JINHICH ARE CAPABLE OF TRANSMITTIN6 If -F-1.5'�- RIV(SE LENOTH ALL CvRAVITY AND F41ND LOADS TO THE FOUNDATION. BRACE THE FOLLOININ6 ADDITIONAL LIMITATIONS SHALL APPLY: 2"xb"a4b" A- RAFTER MAXIMUM SPANS: VLLA-ORFLAT TILE-R-0-0FIN6 PURLIN 1 2X5 1:>F -L#2-. W-6" OVER IS# FELT OVER 112"CvX PLYY4000 OR OBB F41TH 5d'S AT 6", 2"xb" B_ MINIMUM BRACE 51ZE - 2Xb rl 12" cla. I C_ MAXIMUM BRACE SPACINC7 - 2'-O"O.C. V_ PURLIN 51ZE SHALL MATCH THE SUPPORTED R mO_O_ F _V E_ RT -1 I -A T-1 Oft PITCH 10 / 12 rl SEE ROOF PLAN 4 ROOF RAFTER SIZE U.N.O. VENTILATION CALr-S. PERMIT # VERT. BRACIE --�l �q.5 §LJ (2)PLY V IL I- A -0 R_ F L A T_ T -1-L f_R O_ 0 F -IN _5 f TRJSSr= 5-o 24� _�r_l r REVIDAIE!") FU"' -%R OVER I S# FELT OVER 1/2" CDX 4 1 GIRDER TRUSS VE516N 4 CALCS BY OTHERS PLYINOOD OR OSB Y41TH 8d -5 AT W, M P L I A0N.11 G rl 0 -121 12* c1c. By Do PITCH 5 12 < DRAIS 'PLATIE HEI(5HT lu < lu PEP, 1 O/SD4 \D 0 0 2`xrb" AT 12" cla 5/8"157ylm. Bv. < 7- Z < SIRVER TRUSS (SPIRVER T I IF -4 _RU! 5 _5 2 x 6 STUDS a 16" ala < ROOF-BRAVR& I JU In ZZ Z I OVERFRAMINC7 OVERFRAMIN& 2*Xg)"@ 24* rlr, < < z z < -7YP. BV. 112"C 7, -4 ul 13 z pp Q_ j r 77!. TYPICAL, U.N.O. 2"We 495* a1r, < JU V W FASCIA-AASUTTE-P.- NO �k CONNECT TO VxV QQQ QQnnnnnnn _'R B A N D A S SOO (.3 1 A T E Sa LIVABLE: T Y_FJ -C, A I -H I-- A M_ 9: 10'-1 1 5/8"PLATEHEIGHTL 1 2652 SqFt 1 ST FLR Wx 1 O"VF# 1 1201 SqFt 2ND FLR n 1 O'PLATE HEIGHT 58 8 5 5qFt TOTAL 1/2"&YF. 5D. 5/8* 6YP. ED. E XT ELPIJOAJF�Ns TEE 9 - 6ARAOES: PROVIDE F4EEP SCREED 4' 1 -7 60 SqFt ABOVEZARTHAND 2"ABOVE CONCRETE PEP, rBC. LOIN ROOF 2"x&"PF#2 CEIL-INO JOIST5_iw _16"c/c, STUCCO NOT�E- Cl 0 \vl E R I- D 2"x6"AT 24"r -la APPLIED OVER 2 2"x 6" STUDS@ 16"c.1r, 5/8"6YP. BV. FINISH 5ELOIN PATIO: LAYERS OF ORAVE V PAPER. 55 5qFt FRONT INSULATION VALUES: 'STUCCO PRIVACY IINALL R -S 1 INSULATION FOR ViALLS __Ut_5 SqFt REAP, R-21 INSULATION FOR UNVERFLOOR CRA104L SPACES 2 4 5 SqFt TOTAL R-55 INSULATION FOP, ROOF ATTIC 5 COAT STUCCO: APPLIED OVER 2 LAYERS PATE: OF &RAVE V PAPER. FITCH 10 12 4 5 12 IN.I. &ATE LANVIN&S-- THE LANDINC, AT AN EXTERIOR. WOORNAY $HALL NOT BE moRE �K 5/31/2016 THAN *7.'T 5 INCHES BFLOIN THE TOP OF THE THRESHOLD, PROVIVEV THE POOK, OTHER THAN AN EXTERIOR STORM OR 1/2"&YP. BV. VUBFLO�OR. C;r. A I F. 1 IA" SCREEN POOR, DOES NOT SM14ro OVER THE LANDIN& OVER 2"Xb" VF#2 FLOOR 5TUC:_��Y4 Er SCALE: 4" CONCRETE SLAB JOISTS @ 1 Wc.1r, 2" x 6" 5TUD5 a 16"cla INSTALL 2" ABOVE PAVED AREAS. SHO)NN PROVIDE STEPS INSTALL 4 ABOVE $OIL. AS REQUIRED &RAVEL FILL rl 47; 2. 81FORY FOUNPA TION -P -M -TA -11.5 - SEE STRUCTURAL PAiSES FOR DETAILS ry H CONCRETE FOOTIN6 K SEE STRUCTURAL PA&ES FOR DETAILS IN/ 16"50 x 12'DEEP SCALE: 1/4" - l' -O" 0 COPYRI&HT 2015 9Y...11.1 IA vxe >/ 2- DILI ".14 MAX RAMIREZ - GOLDEN SUN DESIGN - ENER&YCALC5 5UMMIT5TRUCTURALVE516N - 5TRUCTURALEN&NEER CI\U9erS\Lynm\Dcrument9\CIiIef X1 rlans\Bret 104ayland - Davis Residence\Davis ResIdence.layout LYNN 5MITH - DRAFTIN6 Y4AYLAND C01,15TRUCTION, INC. 22 1 bli 5AM50N AVENUE, CORNING,CALIFORNIA 616021 5 5 3 RIO LINDO AVENUE #200, CHICO, CA CIS -126 (550)6q6"1525OFFICE (590)624-56050ELL ONNEP: TOM 4 AMY DAVIS PHONE: (S 5 0) 3 2 1 -'? 2 4 2 CELL 1 di -1 SYCAMORE VALLEY ROAD, EMAIL ADDRESS: Infoewaylandaonstruatfonmet (550) Sc[2-440'7 INORK (550) 662-6502 HIS CELL (550) dibb-1 6 1 1 HER CELL (530) 342-4153 HOME -73 EMAIL ADPRE55: MaxeradMama.aom EMAIL ADDRESS: RylandeSummItChIrozorn EMAILAPPRESS: Tom@PavisMarhine.net AmyDavIs*&maILccm CHICO, CA 14 5 -1 5-1 -0555 INORI< fT-- lial 11 1 LOCAL VENTILAT`ION RATE SUMMARY - BATHROOMS BATHROOM FAN FLOON - 50 CFM EACH NUMBER OF BATHROOMS - X DUCT SIZE - 4 INCH MAX. ALLOY4ABLE DUCT LEN&TH -'10 FT. LOCAL VENTILATION RATE SUMMARY - KITCHEN KITCHEN FAN FLOY4 - 150 500 650 CFM NUMBER OF KITCHENS - 1 DUCT SIZE - 8 INCH MAX. ALLONABLE Vil LENil - NO LIMIT INHOLE BUILVINIS VENTILATION RATE SUMMARY CONTINUOUS FAN FLOA 5645 CFM YiHOLE HOUSE FAN DUCT SIZE - 30'INCW - P A- L0^kBLE_DUCT�F-_"T_H_ --NO LIMIT _ ii Of an FAN Iiiiii RAT'E (afm) Afloor - CONVITIONEP FLOOR AREA Of an - (0.0 1 X Aflil + il x (Nbr + 1)) Of an - (5 6A) + ('7.5 X� (4+ 1)) Of an - 3 6. q + 5"7.5 Of an - '7 6.4 (ROUNDEV T_0=_CF_W Gli BEEN MADE IN THE 30 641041 64r4 EXTF__9AORJA0HTS: PREPARATION OF THIS PLAN 2 TUBE 2 TUBE 1� TO AVOID MISTAKES, THE SEE NOTE 50. MAKER CANNOT OUARANTEE A&AINST HUMAN ERROR SEE NOTE 26. i ! ! =11 :::� EUILVIN& CONTRACTOR HOME ONNER TO Iiiii AND FCI V RIFY ALL DIMENSIONS, SPECS, AND CONNEcnoNs SEFORE CONSTRUCTION BE&INS. Gli GFCI VICAFTINS BY - 3 MRH Gl 64101 64ri 64r4 64101 (SSO)bdl 1-0555 3 2 TUBE 2 TUBE Li 2 TUBE 2 TUBE 1 11 YC'AMORE VA"EY ROAD F_ X TE'll 0 9 - I- I &H -T-51 CA41i CIALl -15 Cl 17 5 SEE NOTE 30. 2 TUBE LYNNSMIT45 2CATT.NET Mir EN51"ll GALCS BY: SEE NOTE 2q. 4� I'll OOLVEN SUN GFCI ES16NS So Yq WY.AMISI.. VA Jr ( 100��� I RAMIRZZ Gli Gli 64Y4 Li 2 TUBE 64101 64Y4 64Y4 2 TUBE 2 TUBE 2 TUBE GFC1., , 0 MAX PER 2013 CEC ART. 210.52 (5). 1--000 SEE NOTE 26. 30.) Q_VTI2OOR_W0_HTN0_- TO BE HIGH EFFICACY. LOY4 EFFICACY LIGHTING Is 15.) CAOUNTERTOP-RECEPTA",E5 IN THE KITCHEN AND DINING ROOMS SHALL BE ALLOVIED, BUT ONLY IF FIXTURES ARE CONTROLLED BY A MOTION DETECTOR 4 INSTALLED AT EACH NALL COUNTER SPACE THAT 15 12"OR NIVER. RECEPTACLE ONE OF THE FOLLOY41N&: A.) PHOTO CONTROL; OP. 5.) ASTRONOMICAL TIME OUTLETS SHALL BE INSTALLED 90 THAT NO POINT ALONG THE NALL LINE 19 MORE CLOCK; OP. C.) ENERGY MANAGEMENT CONTROL SYSTEM (Emcs) THAN 24"MEASURED HORIZONTALLY FROM A RECEPTA(�,LE OUTLET SPACE. 2015 3 1 J CHPi5TmAS_LioHT_5 FltirLes: PROVIDE OUTLET NEAR TOP PLATE, CEC ART. 210.52 (W (1). ALL KITCHEN COUNTERTOP 15 AND 20 AMP, 120 VOLT SNITCHED @ FRONT COOP, - 1`411111 PROTECTED. RECEPTACLES Y41LL BE 6FI PROTECTEV. 52.) HY_AC,_C_0NV_UNIT. PROVIDE 220Y ELECT. DISCONNECT IN/ 50"x5o'CLEAR LAUNDRY 4 UTILITY ROOMS: NORKSPACE 4 1 1 Ov NP 6FCI PROTECTED SERVICE RECEPTACLE )NITHIN 2 5. SEE F-9-TERIOR L10HITS: 1 &-) LAUNPRY_4 OUTLETS-. SHALL BE SUPPLIED BY AT ENVIRONMENTAL QUALITY NOTE 1 S. SEE NOTE 90. GFCO LEAST ONE 20 -AMPERE BRANCH CIRCUIT. SUCH CIRCUITS SHALL HAVE NO OTHER ATTIC: IZ:' OUTLETS PER 20 13 CEC ART. 2 10.1 1 (C) (2). 5 5.) PROVIDE LIGHTS, SNITCHES AND RECEPTACLE FOP, MAINTENANCE OF INTERCONNECT ALL EXTERIOR LIGHTS 17J Viii!TLET PROVIDE 4-1141RE RECEPTACLE FOP. DRYER PER 2015 CEC. MECHANICAL EQUIPMENT LOCATED IN ATTIC. CE GFCI 3 64YNI 414 SEE NOTE 50 2 TUBE ll 2 TUBE 2 'TUBE VACANCY SENSOR 2 TUBE 2 TUBE V GFC1 Gli SEE NOTE 50. 30 SEE NOTE 2 C1. W Gli NOTE: GFCO I Gli PROVIDE GAS, ELECTRIr ,AL 4 SENEP. STUB OUT FOR FUTURE 550 AREA, q ri CONFIRM LOCATIONS(5) W ONNER. LED. LED. E < SEE NOTE 50. 64V41 THESE PLANS HAVE r:_x_Tr=p1IO9.R "r, PTill 2 TUBE BEEN REVIEY41ED X_ CIA SEE NOTE 2 q. ONLY FOR LED. r L__VA1A.1Y r qyi LED. Wp COMPLIANCE INITH SEE NOTE 1 q. EX-MR-10RIJill - i SEE NOTE 50. %GFCI OCCUPANCY ATTACHED SENSOR 000-0 exTeno-Ri-AcwTS: STRUCTURAL (0 [-� SEE NOTE 30. SEE NOTE 26. CALCULATIONS. SEE I'll 25. EKT-EF-40 R _L 16HITS. SEE NOTE 30. Gill OFCI 30 _0A1!kAi9r:_F1R_-F__nA"_- 'i�7�NTERCONNECT ALL EXTERIOR LIGHTS STAMP ON THIS qri SEE NOTE 2-7. PLAN 15 VALID 'Ir LED. :CI ONLY V41TH A OCCUPAN , 9 7_/ _T SEE NOTE 20. LETTER 916NEV By LE CIN SENSO qyj qvi qVi F __1 1 F LED. LED. LED. EXTF__Rh0_R1_jC5HT_5-. THIS ENC71NEER FOR UPANCY 64A SEE NOTE 2 1. 64N SEE NOTE 50. EACH UNIOUE BUILD. NSOR V4P 3l EXTERIOR 2 TUBE 2 TUBE - - __U SEE NOTE 2q. Dillill - " , " L�_ �, JL; WIT Gli SEE NOTE 25. 4 SEE NOTE 11. 3:) 4� 0C GFC1 CE Oliiil�T_MCTJON ON SEE NOTE 22. Gli FAN _Y4/L COUNTERTOP RECEPTACLE _*HT: LED. r =XHAUST SEE NOTE 1. CE TO.ILET-Kii nITHIN ZY SINK. _FAN_- _V OF LAUNVP SEE NOTE q. q N Cc SEE NOTE 25. 21041 N LED. LED. Wp Gli Gli UTILITY ROOM nn' EPTACLES: PK cl CIN SEE NOTE 2 q. GFCI SEE NOTE 16. Cl IN LED. E X T_ C R 10 R_ 9 F_ C, E f rA C, L E -9 LED. LED. SEE NOTE q. > �D. C1 LED. 10 FaXH_A_U_9_T_FA_N-- ri GFCI -Ar.A qF4 FC1 2101 a 3; GF cc _ffr� OCCU C Y\, CIR CIA BEN R PK SEE NOTE 5. L.E.P. LED. D. 3:) EXHAUST -fl: SEE NOTE 6. T SEE NOTE q. OCC Ncly Cl 5 N OR L-1 qvi SMOKE/Al ED EXHI UST FAN: M SEE NOTE cil. CIA SEE NOTE 15. A 30 CIA cq pq L ED. CIA LED. LED. 30 LED. IN 2Yi 0 LED. qr4 D. PK 0 LED. 0 06C%LJPANCY D BE OP, .214 GF I I Pill DOOR CHIME LOCATION x SEE NOTE 2q. LED. M M U 13-ATHIP E) 1011A p WP GFG1 SEE NOTE 20. CONFIRM FLOOR OUTLET LOCATIONS Y41 ONNEP 5ATHRO-OM-Ltil qrt LEX% CIA SEE NOTE 2 1. eoM__OKF-Z1lARMS- W LED. u u LED. SEE NOTE 16. eATHRjOO_M_E"_A_U_5T FANS: THERMO-STAT-F CIA SEE NOTE 23. SEE NOTE 8. LED. JNHOL]Il _OUBE YENT11LA-TION: T FAN-JINVIJORT- LED. CIA THIS U -5-0-K-9 H OY-if R -F-1 X7419 1- 9 1 F _6Xll EXHAUST FAN TO BE SEE NOTE 7. D. Y� FOP. THE Vil HOUSE NOTE 22. 1 Gli 2A 5 PK —--VENTILATION REGUIREMENTS. SEE T-0.1LET-Ii- CO NOTE 24. NOTE 2 . FU T EXTe910R_1J&14_T5__ PROVIDE STUB AND SEE NOTE 50. JUNCTION BOX. > E) - CONFIRM LOCATION. CIA I LED. N qvi LED. SEE NOTE 2 CI RESIDENTIAL KITCHEN LIGHTING WORKSHEET WS -511 SUCH A MANNER THAT THE ACTIVATION OF ONE ALARM Y41LL ACTIVATE ALL OF Da 'DAVIS RE51DENOr- 2/11/2016 THE ALARMS. efficacy� uminaires as defined in Table,1 50-C.. Luminaires thatare not high efficacy must be switched separately WtchenLfghtlngSchedule. Prl the followtingifftmaltichlor all luminaires to be Installed in kitchens. efficacy luminaires as dwfined in Table, 150-C.:Lurninail that are not high efficacy must be swiU*d separattely. tuminMll High Elficacy Watts x Quantity High Efficacy Watts or Other Watts B.) FOP, BEST RESULTS, USE DUAL IONIZATION 4 PHOTOELECTRIC SENSOR LF -'17- CAN Yes x Ald q x I's i vi 2"L.E.D. PUC.K Yes X x 0 4 BULB STRIP Yes, X No 56 x 0 0 2 �BULB STPUF Yes X NO 2& x 0 0 SMOKE ALARMS. Tot KICK Yes X NO 0.5 x '0 0 ELE0,TRICAL-SH ALL-B "0_5ET5_LI&H_TS: PER 2015 r,.E.r-- Totat A 155 B: 0 ALL AREAS: BATHROOMS: 1. ) REFER TO THE MA RY P--5 FOR 11111 KVATO__MEASUP MINTIAL LI HTLN_aMEASURE5 20.) 15-ATHmao-m SHALL BE SUPPLIED BY AT LEAST ONE 20 -AMPERE BRANCH CIRCUIT. SUCH CIRCUITS SHALL HAVE NO OTHER OUTLETS ATTACHED TO THE ENERGY COMPLIANCE DOCUMENTATION. THE LUMINARY PEP, 2015 CEC ART. 2 10.1 1 ill (5). FIXTURE TYPE OR CONTROL TYPE SHALL COMPLY Y41TH THE MANDATORY ENERGY LIGHTING REQUIREMENTS THROUGHOUT. 2 1,) 5_ATH&0_QMJ__10HTS- PROVIDE HIGH EFFICACY LIGHTING IN THE BATHROOM 2.) BRANCtH_CIRQV1TS_- PROVIDE APC-FAULTr-IRCUIT-INTEPPUPTEPIPPIOTECITION OR PROVIDE A "MANUAL ON - AUTO OFF"OCCUPANCY LIGHT SNITCH. TO BE LABELED TO ALL 120 -VOLT, SINGLE PHASE, 15 AND 20 -AMP BRANCH CIRCUITS SUPPLYING OUTLETS. 2015 CEC ART. 210.12 (5). "SUITABLE FOR VAMP LOCATION"PER 2015 CEC ART. 4 10. 10 (A) 4 (0). " < > 5.) RE4 E1PTA"_ES-_ BELOIN ALL 12 S -VOLT, SINGLE PHASE, 15 AND 20 -AMP 23.) BATHROOMMECHANICAL EXHAUST FANS: A.) FANS SHALL BE ENERGY STAR COMPLIANT AND BE PUCTEP TO < olu�z! RECEPTACLES SHALL BE L15TED TAMPER-RESISTANT RECEPTACLES. SEE 2013 CEC ART. 406.12. TERMINATE OUT51DE THE BUILDING. 4. ) RIECEPT&C�Ljl TLONS. SHALL BE INSTALLED 50 THAT NO POINT 5.) UNLESS FUNCTIONING AS A COMPONENT OF A AHOLE HOUSE K�U, a MEASURED HORIZONTALLY ALONG THE FLOOR LINE IN ANY NALL SPACE 15 MORE VENTILATION SYSTEM, FANS MUST BE CONTROLLED BY A HUMIDISTAT z THAN &-FEET FROM A RECEPTACLE. ANY NALL SPACE 2 -FEET OP. MORE IN YSIHICH SHALL BE READILY ACCESSIBLE. In - )NIPTH AND UNSP ,OKEN ALONG THE FLOOR LINE BY DOOKINAYS AND SIMILAR C.) HUM1015TAT CONTROLS SHALL BE CAPABLE OF ADJUSTMENTS In 1.� OPENINGS SHALL HAVE A RE(:,I!Fi 2015 CEC ART. 210.52 (A). BETNEEN A RELATIVE HUMIDITY RANGE OF 50% TO 50%. a 5.) LAMP-HOLVERS. ALL SHALL BE SECURELY SUPPORTED. A FIXTURE THAT 5-ATHROOK-NOTE; FOR THE PURPOSES OF THIS NOTE, A BATHROOM 19 A NEIGHS MORE THAN 6 POUNDS OP, EXCEEDS 19, INCHES IN ANY DIMENSION SHALL ROOM r4HICH CONTAINS A BATHTUB, SHONER OP. TUB/SHONER NOT BE SUPPORTED BY THE SCREIN SHELL OF A LAMP HOLDER PER 2013 CEC COMBINATION. 0 < d) z SECTION 5 14.23. OUTLET BOXES SHALL NOT BE USED AS THE SOLE SUPPORT 24.) L'IH-OLE-aM-PINO-Y-F-KTILATLO-N-.- ONE OF THE BATHROOM EXHAUST FANS, AS K x F :1 lu FOR CEILING (PAPPLE) FANS PEP, 2013 CEC SECTION 5 14.21 (A) 4 (0). THE QUALIFYING AHOLE-BUILDIN6 VENTILATION FAN, SHALL COMPLY Y41TH THE W 6.) nHOLV_HOUS_f_Fi- PROVIDE INSULATED LOUVERS OR Covep.5 (MIN. R-4.2) FOLLONIN6: Q� z �z )i CLOSE FNIHEN THE FAN IS OFF. A.) A MINIMUM CFM RATINS, OF '7 5 CFM. a W A � < . KD T) _C,_EILIN6__FANS MZL*-RT-- FLOUIlli Ii SNITCH OR INCANDESCENT N/ B.) BE RATED A MAXIMUM OF 1.0 SONE. DIMMER SY41TCH W THE CONTROL "ITCH MUST BE LABELED AS THE INHOLE-5UILVIN& < L M 5.) THERMOSTATS-- SHALL BE PROGRAMMABLE TYPE NITH SETBACK CONTROLS. VENTILATION 4 FAN SHOULD OPERATE NHENEVER THE HOME 19 OCCUPIED. of D ni 9 lu q.) F,_X_HAUST!_FANS-- PROVIDE 5ACKDRAFT DAMPERS AT ALL EXHAUST FANS. 2 5.) TOILET-11lill INSTALL FLUORESCENT OP. OTHER CE.C. APPROVED In W %) 10.) PROVIDE STUB FOR LANVSCAPE LIGHTING 4 IRRIGATION TIMER. (CONFIRM) LIGHTING FIXTURES IN ROOMS )l YNIATER CLOSET5. 10-1 0, y - 1 1 J PROVIDE 200 AMP. VERIFY LOCATION OF MAIN IS A R A G E: Zi Q ws)wow V 4 SUB PANEL. KITCHEN, PANTRY 4 VININIS AREAS: 26.) &&RAaE_vF_r_Er_T,&CLES ARE REQUIRED TO BE 6FI PROTECTED. 21.) GARAOE-FIRMNALL: PROVIVE A 24" SEPARATION 5ETNEEN RECEPTACLE 4 12.) KITCHEN I-101-ITINO: TOTAL INATTA&E OF PERMANENTLY INSTALLED LIGHTS 5NITCH BOXES IN THE FIRENALL. (BOXES IN SEPARATE STUD BAYS ARE 91 < 11, Ila Law < Q �ZOLV . ARE TO BE HIGH EFFICACY AS DEFINED IN TABLE 150-0. ACCEPTABLE) w `U V Z� W 1 S.) MLAN-0-OR PENINSULA: PROVIDE A &FCI COUNTERTOP RECEPTACLE AT THE 26.) ALL OUTLET OP, RECEPTACLE BOXES LOCATED ON OPPOSITE SIDES OF THE b END OF THE COUNTER. 2015 CEC ART. 210.52 (C) (245) AND ART. 2 10.5. OCCUPANCY SEPARATION BETNEEN THE GARAGE AND THE RESIDENCE AILL BE 1b y io Z. 14.) 5m-Aj-i---Aflf!l-tANrf--rig4r�uLTs: PROVVE TY4O OR MORE 20 -AMPERE SMALL SEPARATED BY A HORIZONTAL DISTANCE OF NOT LESS THAN 24". < W lu -4f � _ �,DJWK< C, < < APPLIANCE BRANCH CIRCUITS EVENLY PROPORTIONED IN THE KITCHEN, PANTRY, EXTERIOR: < W dit BREAKFAST ROOM, DINING ROOM OP, SIMILAR AREA TO SERVE ALL NALL AND FLOOR RECEPTACLE OUTLETS. SUCH CIRCUITS SHALL HAVE NO OTHER OUTLETS 2 cIJ ALL OUTDOOR RECEPTACLES SHALL BE YNIP/6FC1 PR^-rr-e.-r=_ � . , , LOCAL VENTILAT`ION RATE SUMMARY - BATHROOMS BATHROOM FAN FLOON - 50 CFM EACH NUMBER OF BATHROOMS - X DUCT SIZE - 4 INCH MAX. ALLOY4ABLE DUCT LEN&TH -'10 FT. LOCAL VENTILATION RATE SUMMARY - KITCHEN KITCHEN FAN FLOY4 - 150 500 650 CFM NUMBER OF KITCHENS - 1 DUCT SIZE - 8 INCH MAX. ALLONABLE Vil LENil - NO LIMIT INHOLE BUILVINIS VENTILATION RATE SUMMARY CONTINUOUS FAN FLOA 5645 CFM YiHOLE HOUSE FAN DUCT SIZE - 30'INCW - P A- L0^kBLE_DUCT�F-_"T_H_ --NO LIMIT _ ii Of an FAN Iiiiii RAT'E (afm) Afloor - CONVITIONEP FLOOR AREA Of an - (0.0 1 X Aflil + il x (Nbr + 1)) Of an - (5 6A) + ('7.5 X� (4+ 1)) Of an - 3 6. q + 5"7.5 Of an - '7 6.4 (ROUNDEV T_0=_CF_W Gli BEEN MADE IN THE 30 641041 64r4 EXTF__9AORJA0HTS: PREPARATION OF THIS PLAN 2 TUBE 2 TUBE 1� TO AVOID MISTAKES, THE SEE NOTE 50. MAKER CANNOT OUARANTEE A&AINST HUMAN ERROR SEE NOTE 26. i ! ! =11 :::� EUILVIN& CONTRACTOR HOME ONNER TO Iiiii AND FCI V RIFY ALL DIMENSIONS, SPECS, AND CONNEcnoNs SEFORE CONSTRUCTION BE&INS. Gli GFCI VICAFTINS BY - 3 MRH Gl 64101 64ri 64r4 64101 (SSO)bdl 1-0555 3 2 TUBE 2 TUBE Li 2 TUBE 2 TUBE 1 11 YC'AMORE VA"EY ROAD F_ X TE'll 0 9 - I- I &H -T-51 CA41i CIALl -15 Cl 17 5 SEE NOTE 30. 2 TUBE LYNNSMIT45 2CATT.NET Mir EN51"ll GALCS BY: SEE NOTE 2q. 4� I'll OOLVEN SUN GFCI ES16NS So Yq WY.AMISI.. VA Jr ( 100��� I RAMIRZZ Gli Gli 64Y4 Li 2 TUBE 64101 64Y4 64Y4 2 TUBE 2 TUBE 2 TUBE GFC1., , 0 MAX PER 2013 CEC ART. 210.52 (5). 1--000 SEE NOTE 26. 30.) Q_VTI2OOR_W0_HTN0_- TO BE HIGH EFFICACY. LOY4 EFFICACY LIGHTING Is 15.) CAOUNTERTOP-RECEPTA",E5 IN THE KITCHEN AND DINING ROOMS SHALL BE ALLOVIED, BUT ONLY IF FIXTURES ARE CONTROLLED BY A MOTION DETECTOR 4 INSTALLED AT EACH NALL COUNTER SPACE THAT 15 12"OR NIVER. RECEPTACLE ONE OF THE FOLLOY41N&: A.) PHOTO CONTROL; OP. 5.) ASTRONOMICAL TIME OUTLETS SHALL BE INSTALLED 90 THAT NO POINT ALONG THE NALL LINE 19 MORE CLOCK; OP. C.) ENERGY MANAGEMENT CONTROL SYSTEM (Emcs) THAN 24"MEASURED HORIZONTALLY FROM A RECEPTA(�,LE OUTLET SPACE. 2015 3 1 J CHPi5TmAS_LioHT_5 FltirLes: PROVIDE OUTLET NEAR TOP PLATE, CEC ART. 210.52 (W (1). ALL KITCHEN COUNTERTOP 15 AND 20 AMP, 120 VOLT SNITCHED @ FRONT COOP, - 1`411111 PROTECTED. RECEPTACLES Y41LL BE 6FI PROTECTEV. 52.) HY_AC,_C_0NV_UNIT. PROVIDE 220Y ELECT. DISCONNECT IN/ 50"x5o'CLEAR LAUNDRY 4 UTILITY ROOMS: NORKSPACE 4 1 1 Ov NP 6FCI PROTECTED SERVICE RECEPTACLE )NITHIN 2 5. SEE F-9-TERIOR L10HITS: 1 &-) LAUNPRY_4 OUTLETS-. SHALL BE SUPPLIED BY AT ENVIRONMENTAL QUALITY NOTE 1 S. SEE NOTE 90. GFCO LEAST ONE 20 -AMPERE BRANCH CIRCUIT. SUCH CIRCUITS SHALL HAVE NO OTHER ATTIC: IZ:' OUTLETS PER 20 13 CEC ART. 2 10.1 1 (C) (2). 5 5.) PROVIDE LIGHTS, SNITCHES AND RECEPTACLE FOP, MAINTENANCE OF INTERCONNECT ALL EXTERIOR LIGHTS 17J Viii!TLET PROVIDE 4-1141RE RECEPTACLE FOP. DRYER PER 2015 CEC. MECHANICAL EQUIPMENT LOCATED IN ATTIC. 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NSOR V4P 3l EXTERIOR 2 TUBE 2 TUBE - - __U SEE NOTE 2q. Dillill - " , " L�_ �, JL; WIT Gli SEE NOTE 25. 4 SEE NOTE 11. 3:) 4� 0C GFC1 CE Oliiil�T_MCTJON ON SEE NOTE 22. Gli FAN _Y4/L COUNTERTOP RECEPTACLE _*HT: LED. r =XHAUST SEE NOTE 1. CE TO.ILET-Kii nITHIN ZY SINK. _FAN_- _V OF LAUNVP SEE NOTE q. q N Cc SEE NOTE 25. 21041 N LED. LED. Wp Gli Gli UTILITY ROOM nn' EPTACLES: PK cl CIN SEE NOTE 2 q. GFCI SEE NOTE 16. Cl IN LED. E X T_ C R 10 R_ 9 F_ C, E f rA C, L E -9 LED. LED. SEE NOTE q. > �D. C1 LED. 10 FaXH_A_U_9_T_FA_N-- ri GFCI -Ar.A qF4 FC1 2101 a 3; GF cc _ffr� OCCU C Y\, CIR CIA BEN R PK SEE NOTE 5. L.E.P. LED. D. 3:) EXHAUST -fl: SEE NOTE 6. T SEE NOTE q. OCC Ncly Cl 5 N OR L-1 qvi SMOKE/Al ED EXHI UST FAN: M SEE NOTE cil. CIA SEE NOTE 15. A 30 CIA cq pq L ED. CIA LED. LED. 30 LED. IN 2Yi 0 LED. qr4 D. PK 0 LED. 0 06C%LJPANCY D BE OP, .214 GF I I Pill DOOR CHIME LOCATION x SEE NOTE 2q. LED. M M U 13-ATHIP E) 1011A p WP GFG1 SEE NOTE 20. CONFIRM FLOOR OUTLET LOCATIONS Y41 ONNEP 5ATHRO-OM-Ltil qrt LEX% CIA SEE NOTE 2 1. eoM__OKF-Z1lARMS- W LED. u u LED. SEE NOTE 16. eATHRjOO_M_E"_A_U_5T FANS: THERMO-STAT-F CIA SEE NOTE 23. SEE NOTE 8. LED. JNHOL]Il _OUBE YENT11LA-TION: T FAN-JINVIJORT- LED. CIA THIS U -5-0-K-9 H OY-if R -F-1 X7419 1- 9 1 F _6Xll EXHAUST FAN TO BE SEE NOTE 7. D. Y� FOP. THE Vil HOUSE NOTE 22. 1 Gli 2A 5 PK —--VENTILATION REGUIREMENTS. SEE T-0.1LET-Ii- CO NOTE 24. NOTE 2 . FU T EXTe910R_1J&14_T5__ PROVIDE STUB AND SEE NOTE 50. JUNCTION BOX. > E) - CONFIRM LOCATION. CIA I LED. N qvi LED. SEE NOTE 2 CI LE LAMP_H_0_LV_r:A_S: LED. 0 LED. SEE NOTE 5. CIA SEE NOTE S. L AHOI-E-HOU.5E.-FAR: KJTCrRE WLIO H TINO r SEE NOTE 6. SEE NOTE 12. LED. ISL_AWZ�09 PENINSULA-- CIA GD LAIll -HOLVER-5-- CIA SEE NOTE 1 S. LED. SEE NOTE S. D. ZMALL, APPLIAN-C-E-CAlilil- < SEE NOTE 14. < CIA LOA V. ll < CIA LED. CIN _(:�OUNTERT f9 M - -_ -0 F 'K D. 3DM SEE NOTE 15. CIA qpq LED. L ED , , 11 - 0 SIEE NOTE 16. 0 ..... ..... LED. LED. N I f- 9-T E -K 109 L Le H T 5 F% LED. csnv SEE NOTE 50. 2104 D W TO ABOVE 2104 200 AMP SERVICE 001, F OFCI PK r4 3 6* CLEAR OF L.E�V. DOOR OP, Y41NDON f-_XJ4AU5T_.F AN: 45"HMIN.-75*MAX. M p !aON)=IlRPM_LOCATkaN! VN E) SEE NOTE q. 2F OCTPANCY 2101 1 fri THERMOS 0C OP jXRAUqMF LED. _T�- CCUPANCY pig is Pill ;;�,m AN. W A �OC -0 N V. SEE NOTE 5. SEE NOTE 15. UNITS: NSOR SENSOR SEE NOTE q. r 5A SEE ELECTRICAL Cl yq LED. - C, E I li� �'rA C L ES. NOTF-524 I LE SEE NOTE 20. ENV RONMENTAL CIA 21A4 24* MIN. CLEAR FITY NOTE 17. 11 13ATHROOM LI&HT5-- QUAIL _70i up LED. FROM ELECT L 2ri 0 SEE NOTE 2 1. PK SERVICE Box ._4111 5ATHROOM-EAHAUST-F z LED- TO BELOA I OC.0 kN( SEE NOTE 25. ANS. W aim" Ll T ERIMOSTATi, GF TUS 095 14oVi "P(TUIlill ir D SEE NOTE 6. OT b)v =< UPTER PROTECTION: M TGOILET-90-0m. SEE NOTE 2. ;3 Z D a SEE NOTE 25. Z - Z Ul TA SEE NOTE 22. -1 LU Gl WP CIA CI pq < SEE NOTE S. all I ED CIA qri LED. LED. z > EKTERIOR RECEPTArLES: M LED. _51MOKEA A P. M-1 (L IU U, SEE NOTE 4. SEE NOTE 2 q. LED. SEE NOTE 15. qVi SMOKE/a_O_A_L� M 9 J 30 LED. SEE NOTE 18. qvi SEE NOTE 1. 00" < < LED. NOTE: FAN PROVIDE READILY ACCESSIBLE SEE NOTE 7. LU CAPABILITY TO CIRCUIT BREAKERS, DISCONNECTS, FUSE9,5NITCHES 4 THEIR qri EE NOTE i. ACCESSORIES AS PER C50. LED. LU LU qyi -1 -1 NOT LED. LU LU LABEL CIRCUIT BREAKERS, DISCONNECTS, LAMP H-OLIPER5: FUSES, SNITCHES 4 THEIR ACCESSORIES TO SEE NOTE 5. LAMP Ol_DF Zeq IDENTIFY THEIR LOCATION AND/OR H - P t EQUIPMENT. SEE NOTE 5. Ll\/ABLE: ED. D. CIA NOTE: 30M LED. LED. LAMP ROLDERS: 2 & 5 2 SqFt 1 ST FLR COMPLY NITH CEC, ARTICLE 250 �Elll-- SEE NOTE S. _t2_01 SqFt 2ND FLR REQUIREMENTS FOR GROUNDING SEE NOTE 5. 4 BONDING. IDI. Cl ri qn LED. cqyi 5 95 6 5 SqFt TOTAL LED. LED. LED. Cl ISSARAISSES: Nz C5/TV c5rry 1 '7 60 SqFt DOORBEL Gl WP Gl LOCATION COVERED WP GFCI EXTERIO"ECIEPTACL _F_5_- 91ri NOTE: PATIO: SEE NOTE 2q. LED. ARC,-FAULT�C, RCUIT-JNTeIKgUpTeR?p, PROVIDE READILY ACCE551BLE 56 5c[Ft FRONT i��HP,ISTMA5 LhSHIT F-Er-FiFiTAnt Fi I Ar, 5 Ft Ii RESIDENTIAL KITCHEN LIGHTING WORKSHEET WS -511 Project Titte Da 'DAVIS RE51DENOr- 2/11/2016 At least 50% of the total wattage of permanentty ini luminaires in the Idl must be in Firninai I res that are high efficacy� uminaires as defined in Table,1 50-C.. Luminaires thatare not high efficacy must be switched separately WtchenLfghtlngSchedule. Prl the followtingifftmaltichlor all luminaires to be Installed in kitchens. efficacy luminaires as dwfined in Table, 150-C.:Lurninail that are not high efficacy must be swiU*d separattely. tuminMll High Elficacy Watts x Quantity High Efficacy Watts or Other Watts LX_V_'CAN Yes X No 15, x 0 LF -'17- CAN Yes x Ald q x I's i vi 2"L.E.D. PUC.K Yes X x 0 4 BULB STRIP Yes, X No 56 x 0 0 2 �BULB STPUF Yes X NO 2& x 0 0 UNDER CAB PUCK Yes X No 2 x 14 Tot KICK Yes X NO 0.5 x '0 0 L�F_V, PENDANT Yes No x �5 21 Yes No Totat A 155 B: 0 COMPLIES IF A a B Yes X NO LE LAMP_H_0_LV_r:A_S: LED. 0 LED. SEE NOTE 5. CIA SEE NOTE S. L AHOI-E-HOU.5E.-FAR: KJTCrRE WLIO H TINO r SEE NOTE 6. SEE NOTE 12. LED. ISL_AWZ�09 PENINSULA-- CIA GD LAIll -HOLVER-5-- CIA SEE NOTE 1 S. LED. SEE NOTE S. D. ZMALL, APPLIAN-C-E-CAlilil- < SEE NOTE 14. < CIA LOA V. ll < CIA LED. CIN _(:�OUNTERT f9 M - -_ -0 F 'K D. 3DM SEE NOTE 15. CIA qpq LED. L ED , , 11 - 0 SIEE NOTE 16. 0 ..... ..... LED. LED. N I f- 9-T E -K 109 L Le H T 5 F% LED. csnv SEE NOTE 50. 2104 D W TO ABOVE 2104 200 AMP SERVICE 001, F OFCI PK r4 3 6* CLEAR OF L.E�V. DOOR OP, Y41NDON f-_XJ4AU5T_.F AN: 45"HMIN.-75*MAX. M p !aON)=IlRPM_LOCATkaN! VN E) SEE NOTE q. 2F OCTPANCY 2101 1 fri THERMOS 0C OP jXRAUqMF LED. _T�- CCUPANCY pig is Pill ;;�,m AN. W A �OC -0 N V. SEE NOTE 5. SEE NOTE 15. UNITS: NSOR SENSOR SEE NOTE q. r 5A SEE ELECTRICAL Cl yq LED. - C, E I li� �'rA C L ES. NOTF-524 I LE SEE NOTE 20. ENV RONMENTAL CIA 21A4 24* MIN. CLEAR FITY NOTE 17. 11 13ATHROOM LI&HT5-- QUAIL _70i up LED. FROM ELECT L 2ri 0 SEE NOTE 2 1. PK SERVICE Box ._4111 5ATHROOM-EAHAUST-F z LED- TO BELOA I OC.0 kN( SEE NOTE 25. ANS. W aim" Ll T ERIMOSTATi, GF TUS 095 14oVi "P(TUIlill ir D SEE NOTE 6. OT b)v =< UPTER PROTECTION: M TGOILET-90-0m. SEE NOTE 2. ;3 Z D a SEE NOTE 25. Z - Z Ul TA SEE NOTE 22. -1 LU Gl WP CIA CI pq < SEE NOTE S. all I ED CIA qri LED. LED. z > EKTERIOR RECEPTArLES: M LED. _51MOKEA A P. M-1 (L IU U, SEE NOTE 4. SEE NOTE 2 q. LED. SEE NOTE 15. qVi SMOKE/a_O_A_L� M 9 J 30 LED. SEE NOTE 18. qvi SEE NOTE 1. 00" < < LED. NOTE: FAN PROVIDE READILY ACCESSIBLE SEE NOTE 7. LU CAPABILITY TO CIRCUIT BREAKERS, DISCONNECTS, FUSE9,5NITCHES 4 THEIR qri EE NOTE i. ACCESSORIES AS PER C50. LED. LU LU qyi -1 -1 NOT LED. LU LU LABEL CIRCUIT BREAKERS, DISCONNECTS, LAMP H-OLIPER5: FUSES, SNITCHES 4 THEIR ACCESSORIES TO SEE NOTE 5. LAMP Ol_DF Zeq IDENTIFY THEIR LOCATION AND/OR H - P t EQUIPMENT. SEE NOTE 5. Ll\/ABLE: ED. D. CIA NOTE: 30M LED. LED. LAMP ROLDERS: 2 & 5 2 SqFt 1 ST FLR COMPLY NITH CEC, ARTICLE 250 �Elll-- SEE NOTE S. _t2_01 SqFt 2ND FLR REQUIREMENTS FOR GROUNDING SEE NOTE 5. 4 BONDING. IDI. Cl ri qn LED. cqyi 5 95 6 5 SqFt TOTAL LED. LED. LED. Cl ISSARAISSES: Nz C5/TV c5rry 1 '7 60 SqFt DOORBEL Gl WP Gl LOCATION COVERED WP GFCI EXTERIO"ECIEPTACL _F_5_- 91ri NOTE: PATIO: SEE NOTE 2q. LED. ARC,-FAULT�C, RCUIT-JNTeIKgUpTeR?p, PROVIDE READILY ACCE551BLE 56 5c[Ft FRONT i��HP,ISTMA5 LhSHIT F-Er-FiFiTAnt Fi I Ar, 5 Ft Ii W 1 Will In JU < 7-0 0 af Ld 113 % 0 0'. < > P W I LED. # CE 0 us " < > _f is zt < olu�z! _- < OL W. lu W I ri E diiiii K�U, a In W 0 U LE LAMP_H_0_LV_r:A_S: LED. 0 LED. SEE NOTE 5. CIA SEE NOTE S. L AHOI-E-HOU.5E.-FAR: KJTCrRE WLIO H TINO r SEE NOTE 6. SEE NOTE 12. LED. ISL_AWZ�09 PENINSULA-- CIA GD LAIll -HOLVER-5-- CIA SEE NOTE 1 S. LED. SEE NOTE S. D. ZMALL, APPLIAN-C-E-CAlilil- < SEE NOTE 14. < CIA LOA V. ll < CIA LED. CIN _(:�OUNTERT f9 M - -_ -0 F 'K D. 3DM SEE NOTE 15. CIA qpq LED. L ED , , 11 - 0 SIEE NOTE 16. 0 ..... ..... LED. LED. N I f- 9-T E -K 109 L Le H T 5 F% LED. csnv SEE NOTE 50. 2104 D W TO ABOVE 2104 200 AMP SERVICE 001, F OFCI PK r4 3 6* CLEAR OF L.E�V. DOOR OP, Y41NDON f-_XJ4AU5T_.F AN: 45"HMIN.-75*MAX. M p !aON)=IlRPM_LOCATkaN! VN E) SEE NOTE q. 2F OCTPANCY 2101 1 fri THERMOS 0C OP jXRAUqMF LED. _T�- CCUPANCY pig is Pill ;;�,m AN. W A �OC -0 N V. SEE NOTE 5. SEE NOTE 15. UNITS: NSOR SENSOR SEE NOTE q. r 5A SEE ELECTRICAL Cl yq LED. - C, E I li� �'rA C L ES. NOTF-524 I LE SEE NOTE 20. ENV RONMENTAL CIA 21A4 24* MIN. CLEAR FITY NOTE 17. 11 13ATHROOM LI&HT5-- QUAIL _70i up LED. FROM ELECT L 2ri 0 SEE NOTE 2 1. PK SERVICE Box ._4111 5ATHROOM-EAHAUST-F z LED- TO BELOA I OC.0 kN( SEE NOTE 25. ANS. W aim" Ll T ERIMOSTATi, GF TUS 095 14oVi "P(TUIlill ir D SEE NOTE 6. OT b)v =< UPTER PROTECTION: M TGOILET-90-0m. SEE NOTE 2. ;3 Z D a SEE NOTE 25. Z - Z Ul TA SEE NOTE 22. -1 LU Gl WP CIA CI pq < SEE NOTE S. all I ED CIA qri LED. LED. z > EKTERIOR RECEPTArLES: M LED. _51MOKEA A P. M-1 (L IU U, SEE NOTE 4. SEE NOTE 2 q. LED. SEE NOTE 15. qVi SMOKE/a_O_A_L� M 9 J 30 LED. SEE NOTE 18. qvi SEE NOTE 1. 00" < < LED. NOTE: FAN PROVIDE READILY ACCESSIBLE SEE NOTE 7. LU CAPABILITY TO CIRCUIT BREAKERS, DISCONNECTS, FUSE9,5NITCHES 4 THEIR qri EE NOTE i. ACCESSORIES AS PER C50. LED. LU LU qyi -1 -1 NOT LED. LU LU LABEL CIRCUIT BREAKERS, DISCONNECTS, LAMP H-OLIPER5: FUSES, SNITCHES 4 THEIR ACCESSORIES TO SEE NOTE 5. LAMP Ol_DF Zeq IDENTIFY THEIR LOCATION AND/OR H - P t EQUIPMENT. SEE NOTE 5. Ll\/ABLE: ED. D. CIA NOTE: 30M LED. LED. LAMP ROLDERS: 2 & 5 2 SqFt 1 ST FLR COMPLY NITH CEC, ARTICLE 250 �Elll-- SEE NOTE S. _t2_01 SqFt 2ND FLR REQUIREMENTS FOR GROUNDING SEE NOTE 5. 4 BONDING. IDI. Cl ri qn LED. cqyi 5 95 6 5 SqFt TOTAL LED. LED. LED. Cl ISSARAISSES: Nz C5/TV c5rry 1 '7 60 SqFt DOORBEL Gl WP Gl LOCATION COVERED WP GFCI EXTERIO"ECIEPTACL _F_5_- 91ri NOTE: PATIO: SEE NOTE 2q. LED. ARC,-FAULT�C, RCUIT-JNTeIKgUpTeR?p, PROVIDE READILY ACCE551BLE 56 5c[Ft FRONT i��HP,ISTMA5 LhSHIT F-Er-FiFiTAnt Fi I Ar, 5 Ft Ii mr-r- NOTE 3 1. .1 1—. --1 1 T 1 0 CIRCUIT SPEAKERS, -ii, TAMPEP.-PE51STAMT-IPP-r-E-PTACL: - DISCONNECTS, FUSES, 5114ITCHES 4 THEIR SEE NOTE 3 1. 2 4 5 SqFt TOTAL EXTE 4,109 LIll, SEE NOTE 3. ACCESSORIES AS PEP, CBC. SEE NOTE 50. 9_F-_aEFi_ �OC T �ONS- MOTE: TO ENTRY DATE: SEE NOTE 4. LABEL CIRCUIT BREAKERS, DISCONNECTS, FUSES, SINITCHES 4 THEIR ACCESSORIES TO TO CHRISTMAS IDENTIFY THEIR LOCATION ANWOR 5/31/2011150 LIGHT OUTLETS EQUIPMENT. ABOVE NOTE: SCALE: COMPLY V41TH CEC, ARTICLE 250 SHOM REQUIREMENTS FOR C WOUNDING 4 BONDING. 45 -on 0 WOW DUTTE r,,r) UNTY -7_'E,fELG1PN1ENT SEll R v R SHEET E I E kAIP D I CO-` D E C "I PLI I Ai* NJ NCE 0ATE_____. TRO PAND ASS0C-'V-,-1-E-,9 0 COPYRIGHT 2015 'Ill MAXRAMIREZ-6OLVENSUNVESIl - ENERr-,YCALrS SUMMIT STRUCTURAL DE51ON - 5TRUCTURALENGINEER I NAYLAND CONSTRUCTION, INC. 1* e r,:\Users\Lynn\Pocuments\rhief X 7 Plans\Bret 104ayland - Davis Residence\Davis Residence.layout (530)5`15"1528OFFICE (550)624-3505rELL 2218-15AM50N AVENUE, CORNING5,0ALIFORNIA 416021 559 RIO LfNVO AVENUE #2OOCHIl 4qSc1I2& OYNINER: TOM$ AMY DAVIS PHONE: (530) 521-1242 CELL (530) 5412-440-7 INORK I cl -1 SYCAMORE VALLEY ROAD, EMAIL ADDRE55: Infoalwaylandeonstrurtiol 0 � (550)652-65021-1150ELL (59o)q(,r,-1611HEPr-r=LL(530)342-4'735f4OME LYNN SMITH - DRAFTING EMAIL ADDRE55: MaxeCadmal EMAIL ADDRESS: Rylande5ummItCli CHICO, CA Iq 5 q -7 5 (r EMAIL ADVRF-59: TomoDavis I machine.net AMWDSVISOOMall *-MM '50) aq 1-0585 ViORK W L af Ld ,pe W M,w Jn a 'D I 0'. < > P W I _f is zt < olu�z! W> 00 W. lu W I K�U, a In W 0 U < z -4 . �11 In - lu a In 1.� P p a M V. 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ACCESSORIES AS PEP, CBC. SEE NOTE 50. 9_F-_aEFi_ �OC T �ONS- MOTE: TO ENTRY DATE: SEE NOTE 4. LABEL CIRCUIT BREAKERS, DISCONNECTS, FUSES, SINITCHES 4 THEIR ACCESSORIES TO TO CHRISTMAS IDENTIFY THEIR LOCATION ANWOR 5/31/2011150 LIGHT OUTLETS EQUIPMENT. ABOVE NOTE: SCALE: COMPLY V41TH CEC, ARTICLE 250 SHOM REQUIREMENTS FOR C WOUNDING 4 BONDING. 45 -on 0 WOW DUTTE r,,r) UNTY -7_'E,fELG1PN1ENT SEll R v R SHEET E I E kAIP D I CO-` D E C "I PLI I Ai* NJ NCE 0ATE_____. TRO PAND ASS0C-'V-,-1-E-,9 0 COPYRIGHT 2015 'Ill MAXRAMIREZ-6OLVENSUNVESIl - ENERr-,YCALrS SUMMIT STRUCTURAL DE51ON - 5TRUCTURALENGINEER I NAYLAND CONSTRUCTION, INC. 1* e r,:\Users\Lynn\Pocuments\rhief X 7 Plans\Bret 104ayland - Davis Residence\Davis Residence.layout (530)5`15"1528OFFICE (550)624-3505rELL 2218-15AM50N AVENUE, CORNING5,0ALIFORNIA 416021 559 RIO LfNVO AVENUE #2OOCHIl 4qSc1I2& OYNINER: TOM$ AMY DAVIS PHONE: (530) 521-1242 CELL (530) 5412-440-7 INORK I cl -1 SYCAMORE VALLEY ROAD, EMAIL ADDRE55: Infoalwaylandeonstrurtiol 0 � (550)652-65021-1150ELL (59o)q(,r,-1611HEPr-r=LL(530)342-4'735f4OME LYNN SMITH - DRAFTING EMAIL ADDRE55: MaxeCadmal EMAIL ADDRESS: Rylande5ummItCli CHICO, CA Iq 5 q -7 5 (r EMAIL ADVRF-59: TomoDavis I machine.net AMWDSVISOOMall *-MM '50) aq 1-0585 ViORK B1. NRP Community Name & Commun[V Number 82, County NameB3.State Butte County 060017 Butte Ca B4, Map/Panel Number B x. Su x B . FIRM Index Cate ; E7. FIRM Panel Effective/ BS.`RoW Zone(s) 69. Ease Flood Elevation(s) (Zone Revised Date AD, use base flood depth) 7C073t} E 01 12011 01/06/2011 At 13130 t3CCIY FGCYICY`lti� ONLY FOR COMPLIANCE WITH ATTACHED \ STRUCTURAL _ CALCULATIONS. d 1 THE ENGINEERS STAMP ON TH15 ,0 \ "PLAN !S VALID h ONLY WITH A 1 \ \ LETTER SIGNED BY d 1 THIS ENGINEER FOR \ EACH UNIQUE BUILD. . / TEMP. PORTA_ POTTY LOCATION EROSION GONTRO P _AN.• / EASEMENT .. 1 J NO SOIL DISTURBANCE SHALL OCCUR PRIOR TO OBTAINING A BUILDING PERMIT , / \ OR GRAVING PERMIT.\ ,, � GbNG/PAINT , 2.) THE CONTRACTOR SHALL BE RESPONSIBLE FOR EROSION CONTROL / y ! OP,.: ^.• 3J ER -O -- ` I -N-CONTROL -M--A-S-U-R-ES- -5-H-A-LL BE N PLACE BETWEEN OCT.1 STH APR. 1=1 Fr.Tr6t WA�HOUT ` d V- N„ TEMPOIk.ARY STRAW ROLLS \ O N OL LU 1j) LU Q \ \, , C'Ct Z 1L to S .^ OL J - N , - � DOVER BARE \ GRADING, �o , r GROUND IMMEDIATELY ADJACENT TO / '` \ 7 5 LEAGHFIELD FREE d / , THE FOUNDATION SHALL BE SLOPED HAZARDOUS MATERIALS AWAY FROM THE BUILDING AT A SLOPE ! NO SOILS O ' 5 ORAGE FREE EASEMENT `, OF NOT LESS THAN b' WITHIN THE FIRST /'� STOCKPILE T \ \ 10'(5% SLOPE) G , I� II P sl_o t--► VJ Ili , , I II \ `� ,:/' NOTE: r FLOOD ELEVATION CERTIFICATE PREPARED BY \ NORTH \ / LAUREN J. MGSWAIN. W •TOP OF BOTTOM FLOOR (INCL BASEMENT). 1 30.09 * X HIGHER FLOOR: 1 32 50' ~ TOP OF NEXT R G E L < / • ATTACHED GARAGE TOP OF SLAB: N/A I . y • LOWEST ELEV OF MACHINERY: 132.9' V 0. / PER BUTTE CO. ORDINANCE 26-24(B)(1) SCALE: „ — {- � • I H R p- , LOWEST ADJACENT FIN 5 ED G ADE 130.69 \ / , HIGHEST ADJACENT FINISHED GRADE 13 1.0 1 , LU r 1) THE BOTTOM OF FLOOD VENTS SHALL BE \ G NO HIGHER THAN 1 FOOT ABOVE GRADE. PROPERTY OWNS: V N z T U TI NF 2) A FINISHED CONS R G O FLOOD THOMAS E AMY DAVISDAViS Z � 0 , ELEVATION CERTIFICATE 15 REWIRED 67E 5TH STREET, GHIGD, GA 9526 QQ— PRIOR TO FINAL APPROVAL OF THIS _ -J .N PHONE (530) 342 4733 to STRUCTURE. r -i N i H: CONTRACTOR. } W Q 0 WAYLAND CONSTRUCTION INC... W 0 m " rbb BELLAI¢MINE COURT, GHIGD, GA 95928 J to --I n ALGRPPN NOTE: -C— PHONE 530 698-9328 W W< in � DURING CONSTRUCTION, ONE OR MORE OF THE FOLLOWING MEASURES SHALL BE o ( ) IMPLEMENTED TO PREVENT FLOODING OF THE ADJACENT PROPERTY, PREVENT EROSION d RETAIN SOIL RUNOFF ON THE SITE: SITE ADDRESS: NONE ASSIGNED , A.) RETENTION BASINS OF SUFFICIENT SIZE SHALL BE UTILIZED TO RETAIN STORM `, WATER ON THE SITE. LIVABLE: , B.) WHERE STORM WATER 15 CONVEYED TO APUBLIC DRAINAGE SYSTEM, CONSTRUCTION PERIOD.- 2682 5 QFt 1 ST FLR COLLECTION POINT, GUTTER OR SIMILAR DISPOSAL METHOD, WATER SHALL BE APPROX START: 3/ 15/2016 1201 5gFt 2ND FLR FILTERED BY USE OF A BARRIER SYSTEM, WATTLE OR OTHER METHOD APPROX END: 2/15/2011 5885 5 Ft TOTAL APPROVED BY THE ENFORCING AGENCY. Sq Ft COMPLIANCE WITH A LAWFULLY ENACTED STORM WATER MANAGEMENT ORDINANCE. G A R A GE5 M�INOD52QMANAGE SURFACE WATER INCLUDE: SWALES, WATER COLLECTION AND DISPOSAL SYSTEMS, FRENCH DRAINS, WATER RETENTION GARDENS d OTHER WATER - c> 1 160 SgFt MEASURES WHICH KEEP SURFACE WATER AWAY FROM BUILDINGS AND AID IN�r �nMi1 # GROUNDWATER RECHARGE.- 6JTTE COUNTY I / (>E1 cLC, 11r1LPd SERVICES Iv LS COVERED t � IED PATIO: 58 5 Ft FRONT NO --_— Sq Ft IN a.�� �._ • 185 SgFt REAR EASEMENTS OAire _ ��Y 243 SqFt TOTAL ALL PORTIONS OF STRUCTURE TO BE OUT OF EASEMENT -INCLUDING FOOTINGS, Flood Zone,DATE" � ... FOUNDATIONS WALLS, EAVES AND ROOF F.1.�. .0&0q0'?(— 3/31/2016 5GALE: SHOWN O O 0 8 IC ORY - SHEET =L UOO ;.1 �, "+„,, x d k g , o COPYRIGHT 2015 �. �. .. MAX RAMIREZ GOLDEN SUN DESIGN _ ENERGY GALG5 � NAYLAND CONSTRUCTION INC. `► - .., � . W LAD M NAV U A NIA. 602 1 22189 SA 50 EN E CORNING G LIFOR 9 _(530)624 -3505r -ELL ,• �- , 8 3 8 OFFICE _ 530 98 9 2_ (HI PHONE. 530 321 7242 CELL I L SUMMIT STRUCTURAL DESIGN _ 5TR URAL ENGINEER 383 RIO INDO AV NUE 200 GHIGD GA 95426 L E � , 30 9 _4 WOR 5 5 2 407 K ( ) G\Users\L nn\Documents\Chief X7 Plans\Bret Wa land_ Davls ResidenceDavis Res(dence.la out W R. M d AMYY O NE TO DAVISD _c16,6-161' - 530 530 682 6502 5 CELL 1 HER GE 530 4 47 3 HOME ( )LL 3 2 3 DRAFTING LYNN SMITH 1 99 SYCAMORE VALLEY ROAD H GA 45973 G ICO I c s r c ion.net R 55 n o®wa and on t u t EMAIL ADD E i f ,-.EMAIL y EMAIL ADDRESS Max®Gad ama. om EMAILR MA ADDRESS: land®5ummitGhiCo.com6-11-0555 M ADDRESS Tom®Davis achine.net Am Davis® Mailcom y s a WORK 530 i � i JJ`` � tl�l�l F�I : I n i T i I ,a. I 1 I I I I I _ _ QR F ES S 0GENERALSTRUCTURALNOOES ABBREVIATIONS N O 9. _C. J 1 F I 4 0 w ti I. GENERAL 3. CONCRETE /REINFORCING CONTINUED 6. FR AMING LUMBER CONTINUED 9. DESIGN LOADS 2 ca m a, 691 8 m AB ANCHOR COR B OLT K IP A ALL WORK SHALL CONFORM TO THE 2 B KIPS 013 CBC AND APPLICABLE CA LE LOCAL CODES. S. ), r I) REINFORCEMENT COVER SHALL BE A S FOLLOWS. 6_ 4 POSTS TRIM MFRS. E . 6 1; A THE STRUCTURE HAS BEEN D AD DT DESIGNED FOR THE FOLLOWING ADL ADDITIONA 0 OWING CRITERIA PER L ) R CBC CHAPTER 1 L / 6 ANGLE B) THE ENGINEER(SUMMIT STRUCTURAL DESIGN) HAS PROVIDED AND IS RESPONSIBLE FO R CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO SOIL. 3 DIVISIONS it 111 AND IV U.N.O.: `AD J A JI AGENT LLH LONG LEG H RI Z . 9T C lV 1 L SUPPORT:A.OSTS AND TRIM RS IN LOWER EVELS WITH ALT ALTERNATE LLV LONG LEG VERT. STRUCTURAL ITEMS ONLY. ALL OTHER �P REQUIREMENTS OF BUILDING CODE CONCRETE WITH SOIL OR WEATHER EXPOSURE. EQUIVALENT FRAMING AND BLOCKOR OTHERWISE POSTS STHROUGHF FLOOR SYSTEMS. B SEISMIC: ARCH ARCHITECTURAL TECTURAL LONG LONGITUDINALINA L 0 F CAO INCLUDING WATERPROOFING FIREPROOFING, DRAINAGE HANDICAP ACCESSIBILITY EGRESS #5 BARS AND SMALLER 1r SEISMIC IMPORTANCE FACTOR: BLDG BU(I LDIN G iSl `LONG " _ SLOTTED H OLEREQUIREMENTS, PARKING ANDALL OTHER DESIGN REQUIREMENTS NOT SPECIFICALLY SHOWN #6 BARS AND LARGER 2r `B.) WHERE POSTS WITH COLUMN CAPS OR FARING PLATES ARE SPECIFIED, THE LOAD i 0 BE MAPPED ECTAL RESPONSESE ACCELERATIONS. Ss 0.613, S1 0 270 BCKG BLOCKING LVL LAMINATED VENEER LUMBER 02 17/16 16 IN THE STRUCTURAL DESIGN CALCULATIONS, ARE THE RESPONSIBILITY OF THE CONTRACTOR OR CONCRETE WITHOUT SOIL OR WEATHER EXPOSURE: 3/4" TRANSFERRED TO FOUNDATION BY VERTICAL ONLYU. U.N.O.. SEISMICIC SITE CLASS: D BM BEAM 'MAX MAXIMUM THESE PLANS HAVE BEEN REVIEWED OWNER. SHOULD ANY CHANGES BEM DE FROM THE DESIGN G AS SPECIFIED IN THESE _ _ FOR COMPLIANCE ONLY NLY WITHTHE SPE - - - CTRALRE RESPONSE ONSE COE B COEFFICIENTS: OTT B S. SDS BOTTOM ' B 0.535 -SDI M 0.335 C A Cs 0.08 MACHINE BOLTS DOCUMENTS WITHOUT THE WRITTEN HED STRUCTURAL ITTEN APPROVAL F FROM THE ENGINEER THEN THE ENGINEER GINEER J REINFORCEMENT NFORCEMENT SHALL BE GRADE PER ER ASTM A 1U.N.O.6 5 U. LAP BOTTOM REINFORCING 6 5 WALL ALL FRAMIN G ) SEISMIC DESIGN ESIGN CA TEGORY D BTF { ) BEAT TO FIT MECH MECHANICAL CALCULATIONS 5 WILL ASSUME NO RESPONSIBILITY FOR ANY ELE MENTOR SYSTEM OF THESTRUCTURE. BAR DIAMETERS U.N.O. AND LAP TOP REINFORCING, PLACED ABOVE 12r OF CONCRETE O R BASICSEISMI SEISMIC-FORCE-RESISTING SYSTEM: LIGHT FRAMED SHEAR WALLS BTWN IB ETWEEN MFR MANUFACTURER MORE 80 BAR DIAMETERS U.N.O. A. DOUBLET P 0 PLATE SPLICES: SPLICES N 'SEI CB { ESA D JOINTS IN DOUBLE SEISMIC BASE CARRIAGE OU LE TOP PLATE F SHEAR. 1 BOLT M 0 STUD BEARING 9.3 KIPS LTS N MINIMUM NG U HOUSE 4.4K ULTI UM GARAGE C THE DRAWINGS AND CALCULATIONS REPRESENT TH (GARAGE) E FINISHEDTR S UCTURE AND UNLESS LES S :.WALL .:AL SHALL OCCUR AT HE CENTER LINE OF SUPPORTING TING STUD. TOP PLAT SPLICES OFST D RESPONSE MODIFICATION FACTOR. R_ 6.5 CC1 CONTROL JOINT MISC.' MISCELLANEOUS SOUSSPECIFICALLY NOTED OTHERWISE, DO NOT SHOW THE METHOD OF CONSTRUCTION. THE K) #5 ANDD LARGERREBAR SHALL RE-BENT. WALLS SHALL48r LONG WITH 16d SINKERS ACH SIDE OF EACH SPLICE U.N.O..OWHERE ANALYSIS PROCEDURE USED: EQUIVALENT STATIC FORCE PROCEDURE CIP CAST-IN-PLACE PLACE CONCRETE MTL METALCONTRACTOR IS RESPONSIBLE FOR THE METHOD OF CONSTRUCTION AND- SHALL PROVIDE ALL SPLICE C IS INTERRUPTED, USE ST6224 STRAPU.N.O. CJ CONSTRUCTION JOINT (N) NEWMEASURES NECESSARY TO PROTECT THE PUBLIC, U C CONSTRUCTION WORKERS ANDH T E L ALL REINFORCING STEEL AND ANCHOR BOLTS SHALL BE ACCURATELY LOCATED AND C) WIND. CLR CLEAR NS NEAR SIDE STRUCT RE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE FORMINGSHORING,ORING -- ADEQUATELY SECURED IN POSITION BEFOREORE AND DURING CONCRETE PLACEMENT. B:) FIRE BLOCKS. FIRE BLOCK STUD WALLS AT MID-HEIGHT WHERE STUD LENGTHEXCEEDS 10._ 0. WIND SPEED. 110 MPH CMU CO NCRETE MASONRY UNITS NSA NELSON STUD ANCHOR SCAFFOLDING, ETCETERA. _ COL COL WIND XP COLUMN EXPOSURE: NTS C NOT TO SCALE Jam► ' C. MIS-PLACED ANCHOR BOLTS: WHERE ANCHOR BOLTS HAVE BEEN INCORRECTLY PLACED CONC CONCRETE OC ON CENTERD) IF A PARTICULAR FEATURE OF CONSTRUCTION ,. IS NOT FULLY SHOWN ON THE DRAWINGS OR IN 6. F A MING UM BER USE SIMPSON SET EPDXY WITH ANCHOR OF DIAMETER WITH7EMBED EMBEDMENT IN D) DEAD LOADS. CONN CONNECTIONN OD 'OUTSIDE DIAMETER CALCULATIONS, THEN IT SHALL RECONSTRUCTED IN THE SAME CHARACTER AS SIMILAR MILAR C N T 0 S R CONSTRUCTION RUCTION CONCRETE AND INSTAL ROOF OH P CATION PER MANUFACTURERS 23.5 PSF OPPOSITE HAND ACTURERS RECOMMENDATION N CONDITIONS THAT ARE SHOWN ON THE DESIGN DOCUMENTS. S AND CURRENT 6-1 MATERIALS: 1CCREPORT. FLOOR 20 PSF CONT CONTINUOUS OPN G OPENING CONTR CONTRACTOR 0 OVS OVERSIZE ZE R0 ND HOLE E ANY CONDITIONS NOTED G AS EXISTING MUST UST BE FIELD VERIFIED BY THE CONTRACTOR, CTOR AND A. SHEATHING. D.CRI CRIPPLE WALLS. CRIPPLE WALLS SHALL BE A MINIMUM OF 14IN HEIGHT. FOR LESSER .LIVELO DS. CP COMPLETE PENETRATION ON PDF POWDER DRIVEN FASTENERANY DISCREPANCIES MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER WITHOUT 1. ROOF SHEATHING: SEE PLANS HEIGHTS STACK PLATES (AND AS REQUIRED). IRED <ROOF 2 SF REDUCIBLE E CTR CENTER R PE RP PERPENDICULAR NDICULARPROCEEDING WITH CONSTRUCTION PRIOR TO THE REVIEW OF THE ENGINEER. 2. FLOOR SHEATHING. SEEPLNS FLOOR PSF CTSK COUNTERSINK PL PLATE ` 383 Rio Undo Ave.. Suite 200 . DBL DOUBLE ' 3. WALL HE OU LE SHEATHING: SEEP N P LAS LWD ' PLYWOOD E. NOTCHED Y C OR CUT STUDS. NOTCHED AND OR CUT F L U STUDS TO CLEAR ANCHOR BOLTS ARE ALL WATERPROOFING 00 G AND FLASHING ROOFS FOUNDATIONS, U DATIONS A G RAGE FLOORS, Chico CA 2 0 S ETC.:. IS THE 959 6 ) ,N T DF DOUGLAS FIR `PL CS PLACES _RESPONSIBILITY OF THE 0 ALLOWED. STUDS SHALL HAVE FULL BEARINGT 0 THE FOUNDATION PLATE H CONTRACTOR OR OWNER. DF - L B. DOUGLAS FIR IR LARCH CUE.. LAMS. GLUE LAMS SHALL B PP E 24F V4 U N - PARTIAL PENETRATION . .0. WITH A CAMBER OF R 1600 N. R E ETRATION ) U. 0. P 530.592.4407 DIA DIAMETER . GL E TER `PT U LAMS EXPOSED TO WEATHER M _ RE UST BE RATED PRESSURE TREATED FOR EXTERIOR E B TED USE Y THE. MANUFACTURER. F. -LET IN BRACES: LET IN BRACES SHALL NOT BE USED FOR E SummitChico.com G SHOP TEMPORARY BRACING ANY S OP DRAWIN GS. SHOP DRAWINGS ARE SUPE RCEDED BY THET S RUCTURAC DR W A INGSD UN ER GLUED LAMINATED FABRICATO SHALL BE PERFORMED RMED IN AN APPROVED FABRI�ATORSSH P WALL FRAME STEELEL STRAPS WHICHDO NOT REQUIREUI E THE CUTTING OF STUDS ARE AN D1 DOUBLE 101ST P / C PRECAST CONCRETE CRETE ALL CIRCUMSTANCES THE GENERAL CONTRACTOR SHALL VERIFY THAT ALL CONSTRUCTION IS IN - IN ACCORDANCE WITH CBC 2303.1.3 AI TC A190.1 AND ASTM D 37 7 BEAM INSPECTION CTION ACCEPTABLE ALTERNATIVE. EA EACH I H PT P OST TENSIONEDFULL AGREEMENT WITH THELATEST STRUCTURAL DRAWINGS. REVIEW OF SHOP DRAWINGS BY CERTIFICATES SHALL BE SUBMITTED TO THE FIELD INSPECTOR PRIOR TO COMPLETION ON OF FRAME EF EACH ACE REINF REINFORCEMENTTHE ENGINEER OF RECORD DOES NOT GUARANTEE IN ANY WAY E H SHOP DRAWINGS ARE INSPECTION EL , IN ACCORDANCE ELEVATION CE WITH CBC 1 4 TIO DATUM 70 .2. _ (DATUM) RE p REQUIRED G. SEE NOTE 6 1 D FOR IL Q Ct SILL ANCHOR BOLT P CORRECT, NOR SPECIFICATIONS. 0 ECT OR DOES IT INFER THAT THEYE SUP RCEDE THE STRUCTURAL DRAWINGS. ELEV ELEVATION (VIEW) EW OR ELEVATOR SC SLIP { ) CRITICAL. C. MICRO LAMS. MICRO LAMS LAM EN (LAMINATED VE D NEER LUMBER) EDGE NAILING R SHALL HAVE FB 1 ) 3 00 PSI AND SEOR { STRUCTURAL ENGINEER OF H WALL FRAMING RECEIVING NAILING AT 3 ON OR LESS SHALL ALL BE X 3 NOMINAL H WALL FINISH SYSTEMS ) U.N.O.UNS MS SUCH S T A STUCCO SHALL BE APPLIED _ ) E OVER FOAM BASE OR OTHER FV-2 85 PSI MI N _ E ; N. A D SHALL BE MAN E MANUFACTURED, P UAL APPROVED AND IDENTIFIED PER NER 48 Q 1. EQUAL RECORD METHOD OF ADEQUATELY LL PER PLANS AND DETAILS. Y A OWING THE FINISH TO EXPAND AND D CONTRACT WITHOUT OU ES EACH SIDE SHTGHE N S ATHING CRACKING. G. THE OWNER OR CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEFECTS CTS IN THE .r D. SILL PLATES. SIL _ E L PLATES SHALL BE PRESSURE TREAT EXISTING ED DOUGLAS FIR WITH 1 2 DIAMETER IM ETER S SIMILAR FINISHES. / 6 6 CONNECTIONS. {) r"n AN _ ANCHOR BOLTS AND X 22 � EXPSLAB-ON-GRADE' 3 3 X . 9 PLATE WASHERS LOCATED EXPANSION AT 6 0 O.C. MAX. WITH 0 S G ONE BOLT LOCATED 1 E 0 MAXIMUM XT FROM EACH END EXTERIOR OF EACH PIECE. OR C. A. HOLES FOR THROUGH B STD STANDARD G BOLTS SHALL BE DRILLED E 116 .OVERSIZE m SPECIAL INSPECTION: SPECIAL / 0 SEC AL INSPECTION PER SECTION 7 0 1 010E THE. CBC SHALL BE PROVIDED EW EACH WA Y STIFF ` TIFF R E STIFFENER, FOR THE FOLLOWING TYPES OF CONSTRUCTION. . I E. FRAMING LUMBER: FF FI U ER. ALL FRAMING LUMBER FINISH FLOOR ER SHALL BE DOUGLAS FIR ` STL LARCH AS GRADED BY THE STEEL H W B. ALL BOLTS N Ol NUTS, AND LAG SCREWS SHALL BE PROVIDED WITH FLAT MALLEABLE 0 ). A E W.W. FIN' W.W.P.A. OR W.C.L.I.B.'AND SHANISH LL HAVE A MOISTURE U E CONTENT LESS THAN 19 o U.NS SQUARE / U.N.O.0. Q Q Lli WASHERS WHERE BEARING AGAINST WOOD. -NOT REQUIRED :FOR THIS PROJECT 00 . Q OJ CT FJ FLOOR JOIST SSTAI S NLESS STEEL Dl _ THE SPECIAL INSPECTOR SHALL BE .ACCEPTABLE TO THE STRUCTURAL ENGINEER AND BUILDING ING -1.STUDSSHALL BE STUD GRADEDE 0 BETTER. C. ALL BOLTS AND SCREWS SHALL E TIGHTENED NEDRE-TIGHTENED INSTALLATION AND'Q FCR. FLOOR SWS SHEAR WALL SC HEDULEO2.ALL POSTS SHALL DF-L U.N.O..0. BEFORE CLOSING I OR AT COMPLETIONOFJOB. FNDN FOUNDATION SYM SYMMETRICAL SHALL BE ICB0 QUALIFIED, AND THEIR EXPERIENCESHALLBECOMMENSUR TE 3. 2X AND 3X RAFTERS SHALL BE DF_L #2 U.N.O.FOHC FREE OF HEART CENTER T&B TOP & BOTTOM V WITH THIS TYPE OF PROJECT. 4. 2X JOISTS - S S SHALL BE DFL #2 U.N.O..N. FACE OF STUD U O. `TOP _ TOP OF (PLYWOOD) { 00 D. LAG SCREWS HALL B ) S E SCREWED, WE NOT 0 RIVEN lNT , 0 PLACE. . CONCEALED - FS FTOP-OF-CONCRETE' 5 C ACED BEAMS-SHALL BED AR SIDE DF-L #2�-' TOC ' 2. SITE WORK FOUNDATIONS 6. EXPOSED BEAMS SHALL BE DF:.L # 1 APPEARANCE GRADE FOHC {4X6. D LARGER). FTG FOOTING TOP-OF-FOOTING TOF V GA G 7. AUGE ALL 6X AND LARGER G SHALL BE FREE OF HEART CENTER. 8. ' ..:'ROOF FRAMING TOS TOP-OF-STEEL.. GALV GAL _- GALVANIZED TOW TOP. OF WALL V A ASSUMED MAXIMUM OIL SARIN S BEARING 1500 PSF PER B E CBC TABLE 1806.2 NO SOILS REPORT ) { 0 �� GCB GLUE-LAM BEAM NAILS. AL NAILS AILS SHALLBE COMMON0 U.N.O.U.N,O. WHERE EXPOSED TO WEATHER OR WITHIN TN ) I 18 TOE NAIL PROVIDED). ,8 1 PREFABRICATED ROOF TRUSSES.. V ) I HDG H LiJ OT DIPPED F GALVANIZED 0 FOUNDATION NAILS SHALL B E GALVANIZED. TYP TYPICAL A PREFABRICATED ED ROOF TRUSSES. PREFABRICATED GATED RO OF TRUSSES SHALL BE DESIGNED B THE HDR HEADER UN 0 UNLESS NOTED OTHERWISE E B) BUILDING SITE IS ASSUMED TBE DRAINED AND FREE OF CLAY OREXPANSIVE SOIL. ENGINEER G BOLT AND _ HANGER SIMPSON S LAG SCREWS. BOLTS ANDVERT LAG SCREW R S SHALL BE ASTM A VERTICAL 307 U.N.O.U.N.O: AND ERT CAL `TRUSS FABRICATOR PER { E THERE REQUIREMENTS OF THE ARCHITECTURAL ITECT R U AL AND T HAS NOT MADE A GEOTECHNICAL REVIEW STRUCTURAL L C W OF SITE ANY OTHER CONDITIONS 0 S E NCOUNTERED HORIZ PR ' .HORIZONTAL PROVIDED NEW WITHOUT EXCESSIVE XCESSIV WP E RUST. DRAWINGS WO RKPOINT MUST BE BROUGHT TO THEATTENTION A INGS AND CBC2 303.4. 0 OF THE ENGINEER. ID INSIDE DIAMETER WWF WELDED L ED WIRE FABRIC - H.) ALL HARDWARE CALLED SHALL BE SIMPSON TRO G- TE CO., OR ENGINEER APPROVED B COMPLETE CALCULATIONS AND. SHOP DRAWINGS INCLUDING LAYOUT, SIZE OF MEMBERS, AND INT INTERIOR W WITH C THESE CALCULATIONS ASSUME STABLEUNDISTURBEDSOILSAND V � LEVEL ORSTEPPED FOOTINGS. EQUIVALENT, INSTALLED PERMANUFACTURER'S JST ` JOIST RECOMMENDATIONS ATION WITH S ALL HOLES FI �.. t FILLED CONNECTION DETAILS, STAMPED W 0 WITHOUT AND SIGNS BY / ANY OTHER CONDITIONS SHOULD B D AN ENGINEER LICENSED IN THE OF OSS OUL E BROUGHT TO THE E ATTENTI N 0 OF THE ENGINEER PRIOR TO JT IN c WITH RECOMMENDED FASTENERS" JOINT . USP HARDWARE AR MAY BEED N US I LIEU OFI P S M SON ` 'CALIFORNIA SHALL BE REVIEWED V EWED BY THE ENGINES ` R OF RECORD PRIOR TO TRUSS FABRICATION. THE CONSTRUCTION OF THE FOUNDATIONS.G R HA DWARF WITH WRITTEN TTE APPROVAL FROM STRUCTURAL U L ENGINEER OF RECORD. ALL METAL E L O W HANGERS CONNECTORS, AND FASTENERS' IN CONTACT WITH PRESSURE SSURETREATED .WOOD SHALL C) TRUSS DESIGN LOADS: D) FOOTINGS INCLUDING RETAINING WALL FOOTINGS, SPREAD FOOTINGS, WALL FOOTINGS BE STAINLESSTE S EL OR OTHERWISECERTIFIED BY THE MANUFACTURER TO RESIST CORROSION TOP LIVE LOAD. 20 PSF REDUCIBLE GRADE BEAMS SHALL. BEAR ON UNDISTURBED SOIL WITH A`FOOTING DEPTH BELOW CAUSED BY THE SPECIFIC TRE . TREATMENT APPLIED T H Q O THE WOOD AND R E 0 METALS. / TOP CHORD F ROSTLINE' (12" TO 24 AS PER LOCAL REQUIREMENTS). 0 D DEAD LOAD. 1 5.5 PSF ` { BOTTOM CHORD OR DEAD` LOAD 8 PSFF E BOTTOM OF ALL FOUNDATION TR NCHES SHALL BE CLEAN AND LEVEL.. 1.) MANUFACTURED Ir JOISTS: MANUFACTURED I JOISTS (SUCH AS TRUSS JOISTS) SHALL BE TOTALLOAD 43.5 P SF INSTALLED PERT HE MANUFACTURES RECOMMENDATION USING S IN G A DEFLECTION LIMIT OF L/480 UPLIFT LOAD AS REQUIRED B / Y THE 2013 CBC Q L _ UNLESS NOTED OTHERWISE. S USE A MANUFACTURED F '' ALL FINISHED GRADE SHALL SLOPE AT A MINIMUM L 0 U ACTURED 1 1 4 RIM BOARD (SUCH AS TIMBER U SLOPE OF 5/o AWAY FROM ALL STRAND) W - D TRUSS BR S WITH ALL 1 BRIDGING JOISTS. USE A DOUBLE RI SHALL BE AS REQUIRED AND MOR 1 3 4 LVL RIM AT LOCATIONS A SPECIFIED BY THE TR ONS WHERE' USS FABRICATOR. R GATOR. _ - FOUNDATIONS A MINIMUM OF 10 FEET HORIZONTAL. , 0 ONTAL.. LEDGERS ARE USEDSU H AS DECK CK LEDGERS . E TRUSS MANUFACTURER SHALL OBTAIN ALL NECESSARY APPROVALS FROM THE G FOUNDATIONS HALL NOT B H PUBLIC AGENCIES S 0 E SCALED FROM PLAN OR DETAIL 'DRAWINGS. 6-2 GENERAL FRAMING: INVOLVED IN GOVERNING CONSTRUCTION. H FILLMATERIAL M ER AL SHALL BE FREE FROM DEBRIS VEGETATION, 0 OTHER FOREIGN SUBSTANCES. A.) MINIMUM NAILING. MINIMUM SHALL BE PER 2013 CBCTABLE 230 .9.1. F) TRUSSES SHALLB E DESIGNED FOR THE FOLLOWING MAXIMUM DEFLECTIONS UNDER DESIGN LOADS: LIVE LOAD DEFLECTION L/360, 0 TOTAL LOAD DEFLECTION L/240 USE 4" DIAMETER PERFORATED PIPE SUB-DRAIN BEHIND ALL RETAINING WALLS. SLOPE PIPE B. LARGER MEMBERS: ALL FRAMING MEMBERS SPECIFIED IN THESE CALCULATIONS ARE TO DRAIN TO DAYLIGHT ) 8-2 `MINIMUMS LARGERM CUT AND STACKED R EMBERS MAY ROOF FRA SUBSTITUTED AT CONTRACTOR P MING. S OPTION. J. FOR FOOTINGS 0 OTI GS PLACED ON OR ADJACENT TOLOP A TOSLOPES, GEOTECHNICAL ENGINEER G ER MUST. A C. SHRINKAGE. CARE HA CUT AND STACKED SHALL BE TO ALLOW FOR EFF ROOF SYSTEMS SHA EFFECTS OF WHICH COULD LL BE BUILT TO THE CONVENTIONAL FRAMING APPROVE ) P E FOOTING PLACEMENTS IN VIOLATION F FI LA 0 FIGURE 1808.7.1 F 2 1 B 0 0 3 CBC. THIS CAUSE SETTLEMENT OF ROOF AND R 0 FLOORS AND D REQUIREMENTS COULD LEAD AI U MENTS F TO FAILURE OF ASSOCIATED 0 THE CALIFORNIA BUILDING ENGINEER Q U NG CODE CHAPTER 23). PURLINSBRACES NG EER SHALL NO BE T LIABLE FOR AN FOUNDATION Y U ATION NOT IN STRICT CT CONFQRMAN E T C O FRAMING MEMBERS. THE CONTRACTOR RACTOR SHALL TAKEALL ME INTERMEDIATE MEASURES NECESSARY TO PROTECT E SUPPORTS AND CONNECTIONS ECTIONS SHALL BE PROVIDED BY THE CONTRACTOR SECTION 1 808 OF THE 201 CBC. , C OR THAT 3 `FRAMING FROM THE EFFECTS OFSHRINKAGE. ARE CAPABLE OF TRANSMITTING ALL GRAVITY AND WIND LOADS TO THE FOUNDATION. D.) ALL STRUCTURAL FRAMING MEMBER WITH EXTERIOR EXPOSURE SHALL BE PRESSURE TREATED THE FOLLOWING ADDITIONAL LIMITATIONS S SHALL APPLY.3. CONCRETE REINFORCING OR BE OF MATERIAL THAT IS NATURALLY RESISTANCE C TO DECAY. 1. RAFTER MAXIMUM N X UM SPANS A CONCRETE CRETE SHALL HAVE A MINIMUM 28 DAY STRENGTH OF 2,500 PSI U.N.O. G A. 2X6 DF-L #2.80 6-3 BEAM FRAMING: - r B _ - C ALL CEMENT E -0 AND SHALL DF -L #2..10 0 USED SHALL CONFORM TO ASTM C 1 5 S LL BE TYPE II OR A. BUILT UP AL BEAMS: S L BUILT UP 'LAMINATED DOUBLE OU OR MULTIPLE 2X101STS AND BEAMS TYPE Ill LOW ALKALI. V 1 SHALL BE NAILED TOGETHER WITH n 2. MINIMUM BRACE SIZE 2X6 16d NAILS AT 6 O.G T&B U.N.O. Uj D AGGREGATE - r rr' SHALL CONFORM TO ASTM C 33 AND SHALL NOT CONTAIN MATERIALS ) A 5 WHICH ARE 3. _ - MAXIMUM BRAE SPACING B. DOUBLE JOISTS. PROVIDE DOUBLE FLOOR JOISTS UNDER PARTITION WALLS RUNNING C S C G 4 0 O.C. ALKALI REACTIVE AS DETERMINED BY ASTM C-227, 289 AND 295: IF TEST DATA IS U NG PARALLEL , AND " S U LOCATIONS WHERE MAY LOCATED. D . A E DATE UNAVAILABLE IN REGARDS T K Q O ALKALI REACTIVE MATERIALS PROVIDE CEMENT WITH A TO JOIST SPAN UNDER ALL LO SUPPORT SHALL BE PROVIDED FOR ALL OTHER EQUIPMENTUIPMENT OR FURNISHINGS WHICH 4. PURLIN SIZE SHALL MATCH THE SUPPORTED RAFTER SIZE U.N.O.MAXIMUM ALKALI CONTENT LESS THAN 0.45/ BY WEIGHT. MAY NO BE ON T T • ` T HES STRUCTURAL U L DRAWINGS INCLUDING BUT N 1 NOT LIMITED TED TO. HOT 0 WATER HEATER, STOVE,VEREFRIGERATOR OVEN FIRE PLACE ENCLOSURES,RES WOOD BURNING _B ) IT IS THE RESPONSIBILITY ILITY OF THE CONTRACTOR TO THE CONVENTIONALLY TIONALLY FRAMED E) CONCRETE EXPOSED TO FREEZING OR THAWING SHALL BE PROTECTED IN ACCORDANCE TO THE STOVE,:ETCETERA. "ROOF SYSTEM TIES AND SUPPORTS BRACING G ALLELEMENTS TO THE FOUNDATION. THE LATEST EDITION OF THE ACI 318. ENGINEER NEER HAS MADE A VI CURSORY REVIEW E EW OF THE FRAMING SIZES ANDP SU PORT LOCATIONS AN HAS AS PR OVIDED GENERAL CONNECTION DETAILS TO COVER THE MAJORITY F BL O CONDITIONS C. BLOCKING: PROVIDE OV SOLID BLOCKING IN JOIST F SLABS ON GRADE HAL ) T FRAMING ABOVE SUPPORTS SHALL BE PER THE CONTRACTOR. SUMMIT TR ) STRUCTURAL DESIGN RECOMMENDS BUT HAS PROVIDED O _ ENGINEERING DETAIL REQUIREMENTS - n Q S FOR ALL CONNECTIONS THE FOLLOWING AS A MINIMUMSLAB-ON-GRADE: U ATGARAGE SLAB S USE 4 THICK S.O.G. NECESSARY FOR THE ROOF 0 TO PERFORM IN ACCORDANCE C WITH THE LOADING n CRITERIA . IF ANY WITH #3 BARS AT 15" EACH B 5 C WAY ABOVE MID DEPTH OF SLAB OVER MOISTURE BARRIER SPECIFIC ELEMENT OF THE ROOF FRAMING SYSTEM IS NOT SHOWN _ AND DETAILED CONNECTION ON OVER 4" AGGREGATE AGGRE ATE BA E G S .USE 3-1/2" SLAB WITH#3 AT 15.r E.W.'AB ABOVE E MID DEPTH OF SLAB CRITERIA REQUIRED, ``PLEASE CONTACT THE ENGINEER FOR ADDITIONAL N. OR 6X6 WWF ABOVE MID-DEPTH OF SLAB WITH SAME - H S M SUB SLAB BUILDUP AT ALL OTHER AREAS. G SAW-CUT TOPS 4.r OF SLAB FOR CRACK - 0 RAC CONTROL AT INTERVALS NOT T EXCEED 0 CE 10 0-WHERE r SLAB IS REINFORCED SAW CUT T IN - - U A INTERVALS NOT TO EXCEED 7 0 WHERE B 1 UN -REINFORCED. SLA S U REINFORCED. 10 U o� O PERMIT UTT E , 0 IV o c T v Y k DE Ci .r sI DA -BY SN t REVISIONS. r02 15 16 NTS DRAWN BY. ACJ �_. .. p h JOB NUMBER: 16-12 4 rr��- a HE : S ET. TR,B AND a S i a a�. I T --- - 1 II I i' t L I I I ,, I F i I I I I L L I I I Ii I I I 1 I I I I I I I I I I r :.L TABLE 2304.9.1 FASTENING SCHEDULE CONNECTION FASTENING"" LOCATION 1. JOIST TO SILL OR GIRDER 3 - 8d COMMON (2 1/2" X 0.131") Q A35 CLIP AT EACH SIDE OF POSTS .AND MULTIPLE KING STUDS. USE A34 AT 4X WALLS 3 - 3" X 0..131" NAILS TOE NAIL ® " 3 - 3" 14 GA.. STAPLES s © 2. BRIDGING TO JOIST 2 - 8d COMMON (2 1/2" X 0.131") POST PER PLAN WHERE OCCURS DBL 2X 2 - 3" X 0.131' NAILS TOE NAIL EACH END TYPICAL FNDN ANCHOR BOLT LT 2 -'3" 14 GA. STAPLES 3 3. 1" X 6" SUBFLOOR OR LESS TO EACH JOIST < 2 - 8d COMMON (2 1/2" X 0.131") FACE NAIL 4. WIDER THAN 1" X 6* SUBFLOOR TO EACH JOIST 3 - 8d COMMON (21/2" X 0.131") FACE NAIL 5. 2" SUBFLOOR TO JOIST. OR GIRDER , 2 - .16d COMMON (3 1/2" X 0.162") BLIND AND FACE NAIL 6. SOLE PLATE TO JOIST OR BLOCKING 16d (3 1/2" X 0.135") AT 16" O.C. r'� -... -OR O i� � �P R i- j's. ii I 3" X 0.131" NAILS AT 8" O.C. TYPICAL FACE NAIL RBC AT 1 -8 O.C. 3" 14 GA. STAPLES AT 12" O.C. A SOLE PLATE TO JOIST OR BLOCKING AT BRACED WALL PANEL 3 - 16d (3 1/2" X 0.135") AT 16" O.C. 4 - 3" X 0.131" NAILS AT 16" O.C. BRACED WALL PANELS 8d 12 0. . C 4 - 3" 14 GA. STAPLES PER 16" 350 7. TOP PLATE TO STUD 2 -:16d COMMON (3 1/2"'X0.162") tti•� 3 - 3" X 0.131" NAILS END NAIL 3 - 3" 14 GA. STAPLES 2X M UDSILL' N AB ®1 3 O.C. 8. STUD TO SOLE PLATE 4 - 8d COMMON (2 1/2" X 0.131") TOP PLA '1 TE I ►; N _ A35 AT 1 8 O.G. 4 - 3" X 0.131" NAILS AT 8" O.C. TOE NAIL 3 -- 3" 14 GA. STAPLES AT 12" O.C. •5 16d NAILS AT PER 9 /SD1 SD4 O 2 - 16d COMMON (3 1/2" X 0.162") END NAIL 3 3-3"X0.131"NAILS 1 2d N " ® 4 O.C. '. N � 3 O.C.8d 3 - 3" 14 GA. STAPLES A35 AT - 5 O.C. N 9. DOUBLE STUDS 16d (3 1/2" X 0.135") AT 24" O.C. 3" X 0.131" NAIL AT 8" O.C. FACE NAIL RBC AT 10 O.C. 3" 14 GA. STAPLE AT 8" O.C. 2 10. DOUBLE TOP PLATES 16d (3 1/2" X 0.135") AT 16" O.C. N 8 d ®2 0. C 8d � 12 O.C. 3" X 0.131" NAIL AT. 12" O.C. TYPICAL FACE NAIL 3" 14 GA. STAPLE AT 12" O.C. DOUBLE TOP PLATES 8 - 16d COMMON (3 1/2" X 0.162") RBC AT 8 O.C. 12 - 3" X 0.131" NAILS LAP SPLICE 12 - 3",14 GA. STAPLES 11. BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE 3 - 8d COMMON (2 1/2" X 0.131") 3 - 3" X 0.131" NAILS TOE NAIL 3 - 3" 14 GA. STAPLES 12. RIM JOIST TO TOP PLATE 8d (2 1/2" X 0.131") AT 6" O.C. 3" X 0.131" NAIL AT 6" O.C. TOE NAIL 3" 14 GA. STAPLE AT 6" O.C. 13. -TOP PLATES, LAPS AND INTERSECTIONS 2'= 16d COMMON (3 1/2* X' 0.162") 3 - 3" X 0.131" NAILS FACE NAIL 3 - 3" 14 GA. STAPLES 14. CONTINUOUS HEADER, TWO PIECES 16d COMMON (3 1/2" X 0.162") 16" O.C. ALONG EDGE 15. CEILING JOISTS TO PLATE 3 - 8d COMMON (2 1/2" X 0.131") 5 - 3" X 0.131" NAILS TOE NAIL 5 - 3" 14 GA. STAPLES 16. CONTINUOUS HEADER TO STUD 4 - 8d COMMON (2 1/2" X 0.131") TOE NAIL 17. CEILING JOISTS, LAPS OVER PARTITIONS 3 - 16d COMMON (3 1/2" X 0.162") MIN, TABLE2308.10.4.1 4 - 3" X 0.131" NAILS FACE NAIL 4"- 3" 14 GA. STAPLES 18. CEILING JOISTS TO PARALLEL RAFTERS 3 - 16d COMMON (3 1/2" X 0.162") MIN, TABLE 2308.10.4.1 4 - 3" X 0.131" NAILS FACE NAIL 4 - 3" 14 GA. STAPLES 19. RAFTER TO PLATE 3 - 8d COMMON (2 1/2" X 0.131") 5 - 3" X 0.131" NAILS : TOE NAIL 5 - 3" 14 GA. STAPLES 20. 1" DIAGONAL BRACE TO EACH STUD AND PLATE 2 - 8d COMMON (2 1/2":X 0.131") 2 - 3" X 0.131" NAILS FACE NAIL 3 - 3" 14 GA. STAPLES 21. 1" X 8" SHEATHING TO EACH BEARING 3 -'8d COMMON (2 1/2", X0.131") FACE NAIL 22. WIDER THAN 1" X 8" SHEATHING TO EACH BEARING ' 3 - 8d COMMON (2 1/2" X 0.131") FACE NAIL 23. BUILT-UP CORNER STUDS 16d COMMON (3 1/2" X 0.162") 24" O.C. ' -3' X 0.131" NAILS 16" O.C. ` 3" 14 GA. STAPLES 16" O.C. 24. BUILT-UP GIRDER AND BEAMS 20d COMMON (4" X 0.192") AT 32" O.C. FACE NAIL AT TOP AND 3" X 0.131" NAILS AT 24" O.C. BOTTOMSTAGGERED ON 3" 14 GA. STAPLES AT 24" O.C. OPPOSITE ENDS 2 - 20d COMMON (4" X 0.192") 3 - 3"'X 0.131".NAILS FACE NAIL ATNDS AND ATENDS 3 - 3 14 GA. STAPLES AT EACH SPLICE 25.2M PLANKS 16d COMMON (3 1/2» X 0.162") AT EACH BEARING 26. COLLAR TiE TO RAFTER 3 - 10d COMMON (3" X 0.148") 4<- 3" X 0.131" NAILS FACE NAIL 4 - 3" 14 GA. STAPLES 27. JACK RAFTER TO HIP 3 - 10d COMMON (3" X 0.148") 4 -' " 3 X 0.131" NAILS TOE NAIL' 4 - 3" 14 GA. STAPLES - »' 2 16d COMMON 31 2 X 0.162 FACE NAIL 3 - 3" X 0.131" NAILS 3 - 3" 14 GA. STAPLES 28. ROOF RAFTER, TO 2X RIDGE BEAM 2 - 16d COMMON 3 1/2" X 0.162" - 3 3" X 0.131" NAILS ' TOE NAIL 3 - 3 14 GA. STAPLES 2 = 16d COMMON -. " 0 31 2.X0.162 " FACE NAI L » 3 - 3 X 0.131 NA1 LS 3-3"14 GA. STAPLES 29. JOIST 0 T BAND JOIST » » 3 -'16d COMMON MON' 3 1 2 X 0.16 2 - • » 4 3 X 0.131 NAILS F ACE NAIL 4 - 3"'14.' GA STAPLES 30. LEDGERS TRIP 3 -• 16d COMMON 3 1/2- X 0.162" " 4 3 X 0.131 . NAILS N FACE NAIL 4_ » 3 14 GA. STAPLES a 31. WOODS UC STRUCTURAL PANELS AND PARTICLE BOARD. " w 1 2 AND LESS d / 6 SUBFLOOR F R00 AND WALL SHEATHINGTO FRAMING) ) 2 3/8 .X,0.113 NAIL 19/32" TO 3/4" 8d OR 6d• 2 3/8" X 0.113" NAIL" SINGLE FLOOR (COMBINATION SUBFLOOR-UNDERLAYMENT 7/8" TO 1" 8d" 1 1/8" TO 1 1/4" 10d' OR 8d' TO FRAMING) 31e AND LESS 6d- 7/8- TO 1" 8d• 1 1/8- TO 1 1/4- 10d' OR 8d" 32. PANEL SIDING (TO FRAMING) 1/2" AND LESS 6dr 5/8" 8d 33. FIBERBOARD SHEATHING* 1/2" No. 11 GAGE ROOFING NAIL` 6d COMMON NAIL (2" X 0.113*) No. 16 GAGE STAPLE' 25/32" No. 11 GAGE ROOFING NAIL" 8d COMMON NAIL (2 1/2" X 0.131") No. 16 GAGE STAPLE' 34. INTERIOR PANELING 1/4» 4d1 3/8" - 6d' STUD WALL ELEVATION KEY ® HEADER PER PLAN° ® TRIMMER/S PER SCHEDULE © KING STUDS PER SCHEDULE Q A35 CLIP AT EACH SIDE OF POSTS .AND MULTIPLE KING STUDS. USE A34 AT 4X WALLS 2X6 BLOCK AT ALL SHEATHING SPLICES AND AT 10'-0" MAX U NBRACED STUD LENGTH ® NAIL MULTIPLE TRIMMERS/KING STUDS TOGETHER WITH 16d AT 12N O.C. STAGGERED © STUD PER PLAN DF#2 AT 16" O.C. U.N.O. ® POST PER PLAN WHERE OCCURS 2X6 WALL OPENING SCHEDULE (110 MPH, EXPOSURE C) 4. CONTACT SUMMIT STRUCTURAL DESIGN FOR MASA MASAP OPENING WIDTH TRIMMER/S ` KING STUD/S UP TO 5'-0" (1) 2X6 (1) 2X6 UP TO 9'-0" 2 2X6 (2) 2X6 UP TO 16'-0" (2); 2X6 (3) 2X6 1. SILL' PLATE S - HALL BE `2X PT DF -L UNLESS NOTED OTHERWISE IN SHEAR WALL SCHEDULE. V 2. PROVIDE O BOLTS MIN PER ER SILL PLATE. 3. DIAGONALLY SLOTTED PLATE WASHERS WITH A ,MAXIMUM / SLOT LENGTH' OF 1 3 4N LLJ MAY BE _ USED WHEN A STANDARD CUT WASHER IS ADDED BETWEEN THE PLATE WASHER AND NUT. I" - Q LAPPED CORNERS, TYP SECOND LEVEL WHERE OCCURS PER PLAN -a. Common or box nuns are I permitted to be used except where otherwise sta ted. b. Nags Waced at 8 incheson center at edges, 12incher at Intermediate supports ta except 8 Inches at supports where spans aro 48 Mdtea or mom for nook' of wood structural and and particleboard aboard di h a and 9 P shear wall refer to Section P � s, on 2305. Nans ragm for wall sheathing aro permitted to be common box or costo . i I P . 9 HOLDOWN SCHEDULE (*SEE ALL NOTES BELOW*) 4. CONTACT SUMMIT STRUCTURAL DESIGN FOR MASA MASAP ANCHOR -OPTION IN :LIEU OF DISTANCE FROM CENTER OF CONCRETE ANCHOR TO 'FACE OF POST CONCRETE ANCHOR TYPEMINIMUM NOLDOWN FASTENERS - AT POST 'STEM WALL -WIDTH ANCHOR BOLTS TWO POUR CONDITION " H DU2 Q 15 / 16 SSTB1 6 _. SS , TB20 8 SCREWS 6 " HD U4 DBL 2X TYPICAL CAL WAL L FRAMING ELEVATION N O SSTB20 TYPICAL FNDN ANCHOR BOLT LT DETAIL 3 AND SPACING CLIP SPACING (PLF) NO SCALE . LSD 1 NO SCALE �Dl 8d ® 6 N O.C. N 8d 12 0. . C A35 AT - N 2 8 O.C. N 6 r'� -... -OR O i� � �P R i- j's. ii I RBC AT 1 -8 O.C. A 2X MUDSI LL _ N AB ®2 9 O.C. s -.Ir N ® 4O.C. 8d 12 0. . C _ A35 AT V-8* O.C. , N 350 ;r r<,� �i f f I tti•� CORNER WHERE OCCURS I ASSOr'IATES 2X M UDSILL' N AB ®1 3 O.C. < N 8d ® 4 O.C. TOP PLA '1 TE I ►; N _ A35 AT 1 8 O.G. , •5 16d NAILS AT PER 9 /SD1 SD4 O R BC AT 1 - 0 O.C. 3 2X MUDSI LL 7 M _ AB ®1 0 O.C.0 C LAPPED CORNERS, TYP SECOND LEVEL WHERE OCCURS PER PLAN -a. Common or box nuns are I permitted to be used except where otherwise sta ted. b. Nags Waced at 8 incheson center at edges, 12incher at Intermediate supports ta except 8 Inches at supports where spans aro 48 Mdtea or mom for nook' of wood structural and and particleboard aboard di h a and 9 P shear wall refer to Section P � s, on 2305. Nans ragm for wall sheathing aro permitted to be common box or costo . i I P . 9 HOLDOWN SCHEDULE (*SEE ALL NOTES BELOW*) "SIMPSON HOLDOWN -MODEL NUMBER ; MINIMUM HOLDOWN POST SIZE DISTANCE FROM CENTER OF CONCRETE ANCHOR TO 'FACE OF POST CONCRETE ANCHOR TYPEMINIMUM NOLDOWN FASTENERS - AT POST 'STEM WALL -WIDTH SINGLE POUR 'CONDITION TWO POUR CONDITION " H DU2 DBL 2X 15 / 16 SSTB1 6 _. SS , TB20 8 SCREWS 6 " HD U4 DBL 2X N `1 5 16 / SSTB20 SSTB 24 , , 10 SCREWS: 6_ c. Common or deformed shank 8 -- - ( d 2 x 0.113 8d 21 2"x0.131 10d 3' x 0148' d. Common 6 - ' •. d 2 x 0.113 8d 2 1 2 x 0.131 tOd I ( 3' x 0.148 _ COMPRESSION N POST AS e. Deformed .. shank Bd 2" x 0.113 8d 2 1- 2 x -0A31 1 Od 3 x ( 0.148" " , f. Corrosion reatstant sidin 6d , _ 7 8 x 0.108 _ Sd 2 3 x 0.128 ca ( or sin 8d 9 / 2" x .099 Bd /8 7 2 11r x 0.113 9( RE D P I nail Q PER STRAP SCHED Fasteners � 3 kiehee on center • 4 at exteriortfd a`8 ePa and Inches on center at Intermediate supports. when used sed ae structural sheathing, acro droll be n, PP 0. GENERAL NOTES: 8 Inches on center on the edges and 1 9• SP 9 2 Inches on center at intermediate nonstructural applications. 9 armed ate eu PP orfs for P PIPE AS OCCURS h. Corrosion -resistant roofingnona with 7 18 kith diameter head and t 1 8 tech length for 1 kith / 2 sheathing and 1 3 41n / ch length far 25 sheathing. 9� 9 9 /32 9 1. HOL 0 D WNS SHALL B E INSTALLED ED PER MANUFACTURER'S ERS R ECOMM ENDA _ RECOMMENDATIONS. 1. Corrosion -resistant 1 t sta es with nominal 7 8 Inch crown and 1 1 inch en P length for i n 2 Inch sheathing h thl and 1 1 inch length th • for 2S 2 ah 9 / 9 /2 9 sheathing. Pond supports at 18 triches /3 20 inches ff siren axis 9 PP kt the Ian direction of e NOTE. the and un DO NO ( lees otherwise T BORE HOLES 0 � s R CUT NOTCHES IN 'STRUC P STRUCTURAL WALL marked PLATES GREATER THAN1 3 THE WIDTH WITHOUT WRITTEN L cnin9 (1 1/2 - x o. "a ftnCaahvi(n, , /z x . 2 '�nona.ePa spaced 6 Ma,ee an Pa n dedg ea', t2>nd« at totem d`ate �,P Po� 2.) -AT 3X MUDSILUSE SSTB L VERSION OF ANCHOR LISTED ABOVE. sat 24 Mchats 9or finish nails spaced B Inches an panel ad9es,2 Inches of intarmediate supports.euCONSENT FROM THE ENGINEER OF RECORD. 1. For roof sheathing applications. ad nona (z ,/2 x allSiaro the minimum for wood structural Panda. - m. Staples ehd have a minimum crow n width dth of 7 8 hel.' ' i N ) A T 6 O.C. STAGGERED. D.3.) DOUBLE STUDS SHALL BE NAILED TOGETHER For roofsheaihin9 aPW tcotian_.faatenera»Paced 4 kd,eean scoterat ed9eatInches at ktemedtaleauPParta. o. Fasteners spaced 4 inchean center ated9ee, 8 inches of Intermediatesupports forsubfloor and wall sheathingand 3 inches 3X- STUD WHERE R E D on center at edges, 8 Inches at intermediota supports of roof sheathing. . , SOLE " PLATE TE FA STENIN G p.Fasteners spaced 4 inches on center at ed9es.8 inches at intermediete auPPorfs PER SHEAR WALL SCH D PER SHEAR WA LL S CHED • SD 3 2TYPCAL TOPPLATE NOTCH DETAILFi4 TYPICAL FASTENINE SCHEDULE5 TYPICAL HOLDOWN SCHED Ervo NO SCALE NO SCALE 1 SD 1 SAE TOP PLATE N 0 SCALE �Dj , l ,.. SD 3 PERMIT # I SD PER 9 1 SD1 , F :I I sin r (u`WALCONTINUES WHERE T: Y i•} EVt� , T l�LJ. - R x OCFORCURS PER PLAN a URS - A I : 1 I _ _ DATE b 5 d _ 16 v E 1/2 STRAP LENGTH } I GAP hI I1 F.N. PER SHEAR PROVIDE A BETWEEN' PANELS ASREQ D. WALL SCHED . TOP 0 PLATE LTE PER 9 SD1 BY MFR. 1 8 f' N N / MIN: -1 FTF STRAP PARTIAL PL e AN AT TOP PLATE CORNER AND TEE LI l I I - PER PLAN PER _ ARCH .,_, E.N. PER SHEAR HEAR .... 4 II I' WHERE + iI r E.N ---- DBL 2 WALL X TOP PLATE SCHED. . .- STi26 STRAP U.N.O. , ,.VT OCCURS TYP PERBELOW--,,,I i RAKED PLATE w DETAIL CENTER ED ON DISCONTINUITY BL OCK A .-S RE D. +Q I II ; i II WHERE OCCURS -m,,"". A T ALL EDIGES` TYP. COMPRESSION II II I POST AS RE Q D I SHEAR PLY I PER HD SCHED. 1 PE R SHEAR , 2X BLOCK CS16 X _ € 16N MA X STUD (I .jj WALL S CHED.�' FLAT TYP SPACING I B. SIZE AND ,. LENGTH -_-,_.- _ STUD DIRE.CTLY UNDER SP LC E TYP. I SPACING G IL .PERC"USE 3X STUD AT r ,ABUTTING PANEL SCHED.TYPICALTOP PLATE DISCONTINUITY EDGES WHERE-+ N. II TYP • I _ RE D PER SHEAR EA R5 16d AT CORNER O I I H.D. NTERSECTING WALL SOLE PLTOP PLATEAWALLS HEDULE + PER PER;9 D1FSTENING PER {1 lII16dSINKER 16O 40 MIN. LAP LENGTH TYP 16d SINKERST 16N O.C.0.G. SHEAR WALL SCD. 11 SCH ED . SHEAR WALL LEGEND STRUCTURAL AL :SHEAR W ALL TYP N N E N FOR A MINIMUM -, L=X -Y" LENGTH OF - X Y" PER R SCHEDULE BELOW. ' SHEAR WALL SCHEDULE - 3/8O THICK SHEATHING AND 16i O.C. STUD U SPACIN G( SEE ALL NOTES BELOW*) SHEAR MU DSILL THICKNESS SOLE PLATE PANEL E E EDGE PANEL FIELD " S MPSONN ALLOW. WALL N AND 1 2 DIAMETER NAIL SIZE NAIL SIZE NAI ' SIZE ZE A35 AND BC R LOAD TYPE ANCHOR BOLT SPACING SPACING AND SPACING AND SPACING CLIP SPACING (PLF) 6 2X MUDSILL , N AB ®3 -9 O.C. 12d � 7 O.C. 8d ® 6 N O.C. N 8d 12 0. . C A35 AT - N 2 8 O.C. N 260 RBC AT 1 -8 O.C. A 2X MUDSI LL _ N AB ®2 9 O.C. N 12d ® 5O.C.8d N ® 4O.C. 8d 12 0. . C _ A35 AT V-8* O.C. , N 350 RBC - AT 1 2 O.0 4 2X M UDSILL' N AB ®1 3 O.C. N 12a' ` ® 5 O.C. N 8d ® 4 O.C. 8d ®12 O.C. ►; N _ A35 AT 1 8 O.G. 380 R BC AT 1 - 0 O.C. 3 2X MUDSI LL 7 M _ AB ®1 0 O.C.0 C 1 2d N " ® 4 O.C. '. N � 3 O.C.8d ® 1 2 O.C. A35 AT - 5 O.C. N 490 RBC AT 10 O.C. 2 3X MUDSILL< . N _ AB ®1 9 O.C. 12d ® 3 0. . C N 8 d ®2 0. C 8d � 12 O.C. N A35' T1 A 0 O.C.. 640 RBC AT 8 O.C. CEILING JOIST MAX SPAN 16" O.C. MAX SPAN 24" O.C. 20 DF#2 8'-9" 7'-2" 2X6 DF#2 12'-10" 10'-6" 2X8 DF#2 16'-3" 13'-3" 2X10 DF#2 19'-10" 16'-3" FOOTING SCHEDULE FOOTING TYPE DIMENSION A DIMENSION B U.N.O. THICKNESS, U.N.O. F1.5 1'-6" 1'-6" 12" F2 2'-0" 2'-0" 12" F2.5 2'-6" 2'-6" 12" , F3 39-0" 39_0" 12" F3.5 3'-6" 3'-6" 12" F4 4'-0" 4'-0" 12" TYPICAL HANGER SCHEDULE MEMBER SIZE SIMPSON HANGER TYPE FASTENER TYPE AT SUPPORTING AT SUPPORTED MEMBER MEMBER 2X4/2X6/2X8/ 2X10/2X12 LUS24/LUS26/LUS28/ LUS210/LUS210 10d 10d DBL 2X6/DBL 2X8/ DBL 2X10/DBL 2X12 HUS26-2TF/HUS28-2TF/ HUS210-2TF/HUS212-2TF 16d 16d 4X8/4X10/4X12 HU487/HU410TF/HU412TF 16d 10d 6X8/6X10/6X12 HU68TF/HU6107/HU612TF 16d 16d TJI/BCI ITS 10d NOT REO'D LVL/PSL HGLTV' 16d 16d GLU—LAM HGLTV 16d 16d FLOOR - TO FLOOR ;STRAP SCHEDULE 2X4 BLK'G MIN. POST SIZE G.IV. END LENGTH NAIL QUANTITY SHEAR PLY AND DBL 2X ROOF SHEATHING 14 16d PROVIDE ST12 :STRAP 0 p p FR M EACH SCHEDULE TYPE 6 TYP W, 4X6 NAILING` PER PLAN 22 16d STUD TO RAFTER LO CK BELOW _ 2X RAFTER TIE A T EVERY. 8 0 - A.F.F. E.N. :.' _ 2 f_0 p 32 16d E.N. TOP PLATE 6X6 A, 22 16d .. 2f-0 O.C. MAX. E.N. f TRUSSES BY OTHERS "6X6 5 NAILS AT 32 16d PER 9/SD1 ` HEADER KING STUDS ' A35 CUP AT 16"O.C. 1/4- CLR TYP M PER PLAN # MAY VARY CON. N TYP. uj O.C. TO TRUSS BELOW, L TYP. A O1 Ln D1 - E.N. PLY AT Q SOLID BLOCK TYP. BLK'G/HDR Z V 1 1/2 OPENING OPENING WIDTH 1/2 OPENING HT. MIN. TO END HT. MIN. TO EN W O OF SHEAR WALL TRIMMERS Y VRY OF SHEAR WALL V CS16 STRAP X (10 -0p + '' OPENING _ WIDTH) LONG ABOVE AND BELOW OPENING WITH 10d NAILS AT 2-1/16" L I I I I I SHEAR PLY O.C. CENTERED ON OPENING. WRAP w a ,' ►°I I°I I°I AND NAILING AT; CORNERS WHERE THEY OCCUR. o L PER PLAN > PROVIDE CONTINUOUS STRAP OVER I°I (( I _ MULTIPLE WINDOWS WHERE OCCURS I°1` I I II of FLOOR - TO FLOOR ;STRAP SCHEDULE . 2X STUDS AT 16" O.C. MIN. POST SIZE G.IV. END LENGTH NAIL QUANTITY ARCHITECTURAL DORMER BEAM PER PLAN RAFTER P SHEAR PLY PER SHE PER .PLAN FRAMING ABOVE B VE BY OTHERS AR .WALL.: DBL 2X ROOF SHEATHING 14 16d PROVIDE ST12 :STRAP 0 p p FR M EACH SCHEDULE TYPE 6 TYP W, 4X6 PER PLAN 22 16d STUD TO RAFTER LO CK BELOW _ 2X RAFTER TIE A T EVERY. 8 0 - A.F.F. E.N. :.' _ 2 f_0 p 32 16d A F VERIFYRAFTER 'TOR TER CONN. ( WITH ARCH „- 6X6 - 3 16d 22 16d .. 2f-0 O.C. MAX. E.N. f TRUSSES BY OTHERS "6X6 5 NAILS AT 32 16d _16d A35 CUP AT 16"O.C. 1/4- CLR TYP EA. 2X 0 T RAFTER 2X .PLATE. WITH 16d AT 6 CON. N TYP. O.C. TO TRUSS BELOW, L TYP. A FLOOR - TO FLOOR ;STRAP SCHEDULE STRAP RE D MIN. POST SIZE MIN. END LENGTH END LENGTH NAIL QUANTITY MSTC40 DBL 2X 11 14 16d MSTC52 4X6 y _ 1_5 22 16d MSTC666X6 :.' _ 2 f_0 p 32 16d 2 MST C52 ' O 6X6 — .1 5 22 16d 2 MSTC66 "6X6 2— 0 32 16d E.N. O.C. AT PARALLEL FJ CONDITION. kDA RTP � C#2 _ 03/30/16 P - ROVIDE GAP BETWEEN PANELS 2 MIN. BEARING, TYP f p AS R E D. BY .MFR. � Q 1 8 / LOCK SOLID A ' T MULTIPLE E.N. STUDS AND HOLD DOWNS p 8d TOENAIL O.C.. WHERE :NO WALL SHEETING A35 CLIP P PER SHEAR WALL. SCHEDULE OTHERWISE SCHEDULE, TH WISE E.N. p 4 -0 O.C. TYP. 02/15/16 TOP PLATE P PER 9 SD1 / h 3 8 tl T.N. PER FJ I BLOCK SHEAR PER . R .PLAN. NTS 1 TYPICAL DRAG STRAP SCHEDULE DRAG STRAP CONT. BLOCK END/LAP LAP LENGTH END LENGTH MID MARK REQ'D SIZE LENGTH NAIL QUANTITY NAIL QUANTITY NAILING A CS16 0FES S 0 N Q 1'-2" ` (26) 8d (13) 8d 8d, 4 1/8" O.C. SECOND " STRAP WITH CS14 2X4 1'-7" (36) 8d . . ..STRAP AND C (2) CS16 2X8 1'-2" (52) 8d (26) 8d O C: J 0 'L t SECOND STRAP WITH NAILING STRAP AND NAILING PER AT, EAC/ D (2) CS14 2X8 1'-7" NAILING PER SCHEDULE (36) 8d STRAP -: '2X6 ATEACH ti Z AT EACH PER SCHEDULE NAILING<P ER SCHEDULE A --; R AFTER rn o 691 8 m WHERE 'OCCURS -SCHEDULE WHERE OCCURS BLK G PER E 6 1 /1 SCHEDULE TYP A BLK G PER BEAM PER PLAN D RAG TRUSS PER AT SIM C ONDITION C I V 1 P 9 SCHEDULE TYP END OF BLOCK' PLAN OR BEAM PER PLAN AT SIM T _F 0 CAL F _ WHERE OCCURS CONDITION PERP. TRUSS 02 17 16 p JOIST OR 1 `5 8 MIN. / _ 1 5 8 MIN. / BY OTHERS TYP RAFTE R S A THESE PLANS HAVE BEEN REVIEWED END 'DISTANCE TRUSS PER END DISTANCE _. :-= r PER PLAN :' F Y AND R00 PLY. FOR COMPLIANCE ONLY WITH THE PLAN TYP EAVE CONN. r r r N AILING PER ATTACHED STRUCTURAL LAP EN LENGTH END LAP PER 1 SD4 TYP r r r r PL AN TYP ' CALCULATIONS PER SCHEDULE LENGTH PER JOIST OR SCHEDULE __.:.:_ .__............_ _ 5 `16d . TRUSS PER PLAN, LA TYP ji- .. - " 1 5/8" MIN.' 6d 1 AT r , END DISTANCE 12 O.C. DRAG STRUT 2 16d O CONNECTOR ..,TOP PLATE PER PLAN PER 9 SD1 STRAP AND NAILING A LING PER S STRAP STRAP AND SECOND TRA AI PER ' NAILING PER WITH NAILING E P SECOND STRAP WITH NAILINGPE R WALL FRAMING " _16d AT 12" O.C. DBL 2X6 AT EACH RAFTER SCHEDULE SCHEDULE WHERE SCHEDULE .SCHEDULE WHERE PER PLAN TYP STAGGERED OCCURS ; OCCURS _ POST PER PL ANF A24 NOTE: PROVIDE VERTICAL LSTA24 STRAP FROM _ `DBL :2X6'. TO L STUD .BELOW TYP. WALL TU 383 Rio Undo Ave. 'STRAP "PERPENDICULAR S TRAP PARALLEL TO � 2 Suite 00 T R TRUSS TO JOIST O T US JOIST OR TRUSS "Chico CA 95926 DETAILFF2TYPI DRAG STRAPS SCAL NNEC OPUCE RDETAILTYPICAL D TRUOTYPICAL RAG S 8 T DETAILT ` RAFTER SUPPORTC 4 P. 530.592.4407 SummitChico.com N LE O SCA SD4 - NO SCALE SD4 N • SCALE SD4 STRAP AND NAILING PER SCHEDULE SECOND `STRAP WITH NAILING PER SCHEDULE EN PLY AND NAILING PER PLAN WHERE OCCURS M 16d " AT 12 0. . C W Ol CONT. BLOCK PER SCHEDULE Ln V �1 JOIST OR TRUSS PER PLAN ROOF PLY AND ROOF PLY. AND Q , RAFTER' P PER PLAN NAILING G PER PLAN NAILING PER PLAN 2X SOLID BLOCK. WITH NAILING TO V d STRAP PARALLEL TO .JOIST OR TRUSS MATCH SOLE NAILING PER SHEAR E.N.- — " 1 0 MAX •N WALL' SCHED. ' W 0 A35 CLIP.. PER 6 T 3 16d TOENAILS O a SHEAR WALL '.SCHEDULE V — " O.C. TYP. OTHERWISE 4 0 IVI STRAP AND FASCIA BY OTHERS NAILING PER 2X BLOCK I \2X6 V SCHEDULE C .STRAP WITH E.N. 3 -.,SECOND EN ` NAILING. PER .SCHEDULE 't FLAT OUTLOOKERS AT 2'-0" `HOLD W W PLY. AND NAILING PER _PLAN WHERE OCCURS H2.5T EA. O.C. DOUBLE TOP PLATE E.N. RAFTER DOWN TO _RUN OUTLOOKERS AND OC TOP PLATE PER 9 SD1 / i BLOCKING' OVER PLATE Lim JOIST OR TRUSS .PER PLAN SHEAR PER PLAN , R WHERE OCCURS SHEAR PER LAN P 3 SHEAR AT INSIDE FACE O . WHE RE OCCURS `.PER PLAN � WALL FRAMING PER PLANcc G W BLOCK PER SCHEDULE BALLOON FRAMING TYP. T STRAP PERPENDICULAR TO JOIST OR TRUSS AT ABLE END U.N.O. G -Q cn Q TYPICAL DRAG STRAP DETAILS 11Cl- TYPICAL EAVE DETAIL 7 TYPICAL GA BLE END EAVE 3 NO SCALE SD4 NO SCALE SD4 NO SCALE S D 4j PROVIDE GAP BETWEEN PANELS AS RE D. BY Q TYPICAL DRAG STRAP SCHEDULE DRAG STRAP CONT. BLOCK END/LAP LAP LENGTH END LENGTH MID MARK REQ'D SIZE LENGTH NAIL QUANTITY NAIL QUANTITY NAILING A CS16 2X4 1'-2" ` (26) 8d (13) 8d 8d, 4 1/8" O.C. B CS14 2X4 1'-7" (36) 8d (18) 8d 8d, 4 1/8" O.C. C (2) CS16 2X8 1'-2" (52) 8d (26) 8d $STRAP' AT, EAC/ D (2) CS14 2X8 1'-7" (72) 8d (36) 8d STRAP AT EACH