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Home My WebLink About017-260-148r ,. 1 . — _ tea• ��r.....e.. .. t_._ - r t • _ __ _ .. ._ •rig •..";'�'^"'.�,� �� 'i tib' n* 'ry '47011-41-0=148 92-3048BPEM JOHNSON, Barry & • Karen 1 1,Spanish Garden Dr,'..CHico' _ / �j contr: Steve Schuster ` Z60. �`•'� new sf PU11=4`10--148 yy-1ly4Y �,• >�r JOHNSON, Barry& Karen t #1 Spanish Garden Dr., Chico • Contr: Holiday Pools 1 T-'�,�® .Pool, Master Plan 94-504 AIA • 'RTaail+ c.. = F - t4 y} r ' 1i+ r s.� COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE OROVILLE, CALIFORNIA 95965-3397 RETURN SERVICE REQUESTED FOR B. JOHNSON RES I D E N C E S K Y W_A Y, C,O.0 N T Y O F. B U T T.E CH:•ICO, CA 95926 S C H U.S T E R C U S T O M H 0 M E S 4 4 E W I N G D R I V E C H I C 0, C A 9 5 9 2 6 F L T E N G I N E E R I N G 5 7 9 0 CLARK ROA D PARADISE, C -A 95969 ( 9 1 6) 8 7 2- 0 2 5 4 BUTTE UNTY BUILDING DSPA.RTMENT S ---------------------------- T R U C T U .R A L C A. L C U L A T I 0 N S FOR B. JOHNSON RES I D E N C E S K Y W_A Y, C,O.0 N T Y O F. B U T T.E CH:•ICO, CA 95926 S C H U.S T E R C U S T O M H 0 M E S 4 4 E W I N G D R I V E C H I C 0, C A 9 5 9 2 6 F L T E N G I N E E R I N G 5 7 9 0 CLARK ROA D PARADISE, C -A 95969 ( 9 1 6) 8 7 2- 0 2 5 4 BUTTE UNTY BUILDING DSPA.RTMENT .y ALT )0/92 5 JECT..�77eac I��G......�i,Z-cs SHEETtVO. .../.......OF....S,4;... V B(..........._.........................DATE. ... CMKD. BY ...................... DATE .............. ....... ,4 /420, jos No Z/OZ:. ..... - ........................ ......__..., --.................... ... -....................................................... ....................................................... S.... Y .............................. C'c . .....-----------............... F L T ENGINEERING 5790 CLARK RD. PARADISE, CA 95969 (916) 872-0254 TE xe-,s EGj O� TIYdE GftGCS /S ,¢ oy= �,�.¢t�� codss�.ev�rioitJ: L0r9,U/if%! x : FOof - Z;G - /o Psi - DL re I — . 14 . E7x / -TX /� r, /o /Z,;9 Ps / v 20 , EXP 8 f�S 7V �io �EscR/QED Bf e;V6�2- 4 4wcfld L v�, - zx 'r" 4x t� - - Z), /,5- - /ZV25)/er/ X �r Zr J ya�� *iTc -//7 s A, k l B9'..------ �•.•....----...DATE.....� SUBJECT ............ �iwG� SHEETNO.... - ........ ......OF....v...��... CHKD. BY ...................... DATE ..........................................................................................................................................................JOB NO. - .... Z/O 7 - ,�if-�T�i� • � Com, s�/��.,' F �J`l. - W a /.rx.oe �S = Zx C7 / J /��,y - /o//Z r .9 _ = - /• yrx i Zr lY/G Y ; �'Y. — C�`7L/•rJl�' 1�lYS . — � 6 Z 3, c� l �'�.¢ . — 7,0 fl, f:,� . Z 'z /. 3D /Z .�� = l �� = 3. 7J 14 3/ / � � BEAM DESCRIPTION: CEILING RIDGE'BEAM -- eZ-0 OVERALL BEAM LENGTH (FEET)....... 31 DISTANCE TOLEFT SUPPORT (FT).... 0 DISTANCE TO RIGHT SUPPORT (FT)... 31 (DISTANCE MEASURED FROM LEFT END) ' . LOADINGS , ' LOAD DESCRIPTION: DL + LL UNIFORM LOAD ON CENTER SPAN (PLF)............ 330 POINT LOADS: DISTANCE FROM LEFT END LOAD IN POUNDS. 3.00 ` 3,770.00 ^ 10.00 3,770.00 17.00 3,770.00 24.00 3,770.00 31.00 1,885.00 LOAD_CALCULATIONS REACTIONS: LEFT SUPPORT = 13,628 POUNDS. RIGHT SUPPORT = 13,567 POUNDS. MAXIMUM MOMENTS AND SHEARS: DESCRIPTION MOMENT('#) LEFT SIDE OF LEFT SUPPORT 0 RIGHT SIDE OF LEFT SUPPORT 0 LEFT SIDE OF RIGHT SUPPORT 0 RIGHT SIDE OF RIGHT SUPPORT 0 CENTER SPAN AT ' 17.00 FEET FROM LEFT SUPPORT -104,819 MATERIAL PROPERTIES ELASTIC MODULUS (MEGA PSI)....... 1.8 ALLOWABLE BENDING STRESS (PSI)... 2400 ALLOWABLE HORIZ. SHEAR (PSI)..... 165 ALLOWABLE OVERSTRESS (%)......... 0 MAXIMUM ALLOWABLE STRESS (PSI)... 2400 MAXIMUM ALLOWABLE SHEAR (PSI).... 165 FOR A 6.75 X 24.: BENDING STRESS (PSI)........ 2,097 SHEAR STRESS (PSI).....'.' 120 SHEAR (& 0 13,628 -11,682 0 478 TO / 4 0Y-- w3- .2110,7 -3,292 � . - - � ^ DEFLECTIONS BASED ON NO. OF MATRIX POINTS USED IN THE REAL MOMENT APPROXIMATIONS, THE ACCURACY OF THE CENTER BEAM MAXIMUM DEFLECTION POSITION IS PLUS OR MINUS 0.77 FEET. MAXIMUM DEFLECTIONS: DEFL. (INCHES) POSIT. (FT) CENTER SPAN 1.28 15.49 ' DEFLECTION FACTOR = CENTER SPAN / MAXIMUM DEFLECTION= 289.82 LOADINGS LOAD DESCRIPTION: DL ONLY UNIFORM LOAD ON CENTER SPAN (PLF)............ 190 POINT LOADS: DISTANCE FROM LEFT END LOAD IN POUNDS. 3.00 2,120.00 10.00 2,120.00 ' 17.00 2,120.00 24.00 2,120.00 31.00 1,060.00 LOAD_CALCULATIONS REACTIONS: LEFT SUPPORT = 7,732 POUNDS. RIGHT SUPPORT = 7,698 POUNDS. ` MAXIMUM MOMENTS AND SHEARS-. DESCRIPTION MOMENT('#) LEFT SIDE OF LEFT SUPPORT 0 RIGHT SIDE OF LEFT SUPPORT 0 LEFT SIDE OF RIGH. SUPPORT 0 RIGHT SIDE OF RIGHT SUPPORT 0 CENTER SPAN AT ' 17.00 FEET FROM LEFT,qUPPORT -59,471 DEFLECTIONS BASED ON NO. OF MATRIX POINTS USED IN THE � REAL MOMENT APPROXIMATIONS, THE ACCURACY OF THE CENTER BEAM MAXIMUM' DEFLECTION POSITION IS PLUS OR MINUS 0177 FEET. MAXIMUM DEFLECTIONS: SHEAR W) 0 7,732 -6,638 0 262 TO -1,858 /_ � DEFL. (INCHES) POSIT. (FT) CENTER SPAN 0.73 15.49 DEFLECTION FACTOR = CENTER SPAN / MAXIMUM DEFLECTION= 510.73 Q IGT 79z .................................... DATE :..... ,............... SUBJECT................,......,.................................................................... ......,... SHEETNO.`._.......... .....OF.....�..6... CHKD.BY...................... DATE ..................... _.JOB NO. ....._......ZIOZ - .......... ........................ ..................... .............................: . .-.._.............................................................................._...................................................... _...... ............................................................... ............................................ ................ _.......... qITx IA -11' 1 2.3�'�c / �/ D�P� x /, Z�= •33_ GDS. Off: A _ 6f, 37x 2`3 f . 09x 14,azy. - (¢ S,7 l , o�- /, = 7, z,� /,,' ? Ox 6-' X,8- O e oft 2� o • c . To 5�•�,� D,� /D � 6 a,y�x , D,� Zx� (tt/�•� �, Zx 2¢c • c, T P l't Gaiv c> > ra , ice y /-7-1 (1`7'�,: j yrs vm 7 0 "o .G , Iy, X, •voT�iyE,a e 9p x G��,'e17'• '#Z — �.r /6' O,� 6x_ /2 ,bio% 6,c /D 141�1� 6 �Z S' ��itJ �'-s' • s�PP f O�'TS� Siv�'o E zX 6' T lfrry�es - .tD�y,�r B�iti �,� -/ — l�fs'Ta-� ,��ry - ..�vPP� �,¢ry�-�•r, ,�'-o�� t F12 f /� � .ODd�x ¢ t 1DZO = , 37'�// ? GPJG� le j? =„ ,¢ _ , 69X (/D�z - //. z��iZ)X I• ,T/D9,�x � z� e 3�¢//,v Z z 9e.. d , Div. , — 0 - Z�c STzJPs i1�.v, DATE....1,..." Z DATE........................ /eOD ,�= 136-411-11s f ESD E70 -c (22W77) c%6 SHEET NO ....... 7 ............ OF --------------- JOB NO..--------zlo_Z /`� _ •' ze c T SIP �' e /d'�/,� /2//3Ox/,Z,r //�• v7-/.tJ3 G -r /Z 1013 � b - sW PP 6 =/O xAzA3x/rZ(' ... BY ....... ....... DATE ..... SUBJECT .. .................................. . .................... ..... ........ ........ ................. SHEETNO..-....- _OF CHKO. BY......................DATE........................ ..................... .............. ................. : ........... ....................................................... JOB NO........------..._.......................... .. .................................... .............. ............... ........ ................ ............. ............ .. ............................ .................... .........................•----.............. ........ . ...... 1( '7' 6 le 7- 12 S;77"C 39x �: z� j� � , aDd' /'C 3.77 7-,/?.e�2�—/z --7 �/ Y/ s, ,045) 126 e. > '7�Z2�7zs �A6Zze-Av-_ - BY: ...... ........ DATE SUBJECT .............. : ....... ................................... : ....................... V., .................... . SHEET NO...._.. `....:.... OF- ---------- CHKD. BY_ .................... DATE ........................ ............ ...................................................................................... ....... . .......... .......... JOB NO.....0402 ................................... ,y 277� '4p1-c,7:g- e7,o 3 , . e� , -c EVES s Z,Z- - '4 �k 42 t'j, /Z/ -36'O , zqz4ox 44,) Z. /Z e ~ ' ^� ��.Ir-I �^ -- �� ~wa,uo ~ _ - BEAM DESCRIPTION: BEAM B-1 - GAME RM. OVERALL BEAM LENGTH (FEET)....... 26.5 DISTANCE TO LEFT SUPPORT (FT).... 0 ' DISTANCE TO RIGHT SUPPORT (FT)... 26.5 (DISTANCE MEASURED FROM LEFT END) ' LOADINGS LOAD DESCRIPTION: DL + LL UNIFORM LOAD ON CENTER SPAN (PLF)............ 680 ' ^ LOAD_CALCULATIONS REACTIONS: LEFT SUPPORT = 9,010 POUNDS. RIGHT SUPPORT = 9,010 POUNDS. MAXIMUM MOMENTS AND SHEARS: DESCRIPTION 1.8 MOMENT('#) SHEAR(#) LEFT SIDE OF LEFT SUPPORT 0 0 RIGHT SIDE OF LEFT SUPPORT 0 9,010 LEFT SIDE OF RIGHT SUPPORT 0 -9,010 RIGHT SIDE OF RIGHT SUPPORT 0 0 CENTER SPAN AT 13.25 FEET FROM . LEFT SUPPORT , -59,691 0 MATERIAL PROPERTIES ELASTIC MODULUS (MEGA PSI)....... 1.8 ALLOWABLE BENDING STRESS (PSI)... 2400 ALLOWABLE HORIZ. SHEAR (PSI)..... 165 ' ALLOWABLE OVERSTRESS (%)......... 0 MAXIMUM ALLOWABLE STRESS (PSI)... 2400 . MAXIMUM ALLOWABLE SHEAR (PSI) .^.. 165 SECTION_PROPERTIES FOR A 6.75 X 18 : ' ^ BENDING STRESS (PSI)..,..... 2,056 SHEAR STRESS (PSI)........ 99 /�q �- V�r 9/02 ~ � �_��-�_ (A'o7 -^-- / DEFLECTIONS BASED ON NO. OF MATRIX POINTS USED IN THE REAL MOMENT APPROXIMATIONS, THE ACCURACY OF THE CENTER BEAM MAXIMUM DEFLECTION POSITION IS PLUS OR MINUS 0 FEET. MAXIMUM DEFLECTIONS: r,y7- ,x o,=' "rw DEFL. (INCHES) POSIT. (FT) CENTER SPAN . 1.18 13.25 DEFLECTION FACTOR = CENTER SPAN / MAXIMUM DEFLECTION= 248.37 ' ' LOADIN6S ' LOAD DESCRIPTIONt DL ONLY UNIFORM LOAD ON CENTER SPAN (PLF)............ 160 LOAD_CALCULATIONS REACTIONS: LEFT SUPPORT = 2,120 POUNDS. RIGHT SUPPORT = 2,120 POUNDS. MAXIMUM MOMENTS AND SHEARS: DESCRIPTION LEFT SIDE OF LEFT SUPPORT RIGHT SIDE OF LEFT SUPPORT LEFT SIDE OF RIGHT SUPPORT RIGHT SIDE OF RIGHT SUPPORT CENTER SPAN AT 13.25 FEET FROM LEFT SUPPORT DEFLECTIONS MOMENT('#) 0 0 0 0 -14,045 BASED ON NO. OF MATRIX POINTS USED IN THE REAL MOMENT APPROXIMATIONS, THE ACCURACY OF THE CENTER BEAM MAXIMUM DEFLECTION POSITION IS PLUS OR MINUS 0 FEET. MAXIMUM DEFLECTIONS: CENTER SPAN DEFL. (INCHES) 0.30 SHEAR (#) 0 2,120 -2,120 0 oc v =.FO7 -�^-� POSIT. (FT) 13.25 DEFLECTION FACTOR = CENTER SPAN / MAXIMUM DEFLECTION= 1055.57 ` ' ' BEAM DESCRIPTION: BEAM B-2AGAME RM. OVERALL BEAM LENGTH (FEET)....... 18.75 DISTANCE TO LEFT SUPPORT (FT).... 0 DISTANCE TO RIGHTSUPPORT (FT)... 18.75 (DISTANCE MEASURED FROM LEFT END) LOADINGS LOAD DESCRIPTION: DL + LL UNIFORM LOAD ON CENTER SPAN (PLF)....... ..�.. 950 POINT LOADS: DISTANCE FROM LEFT END LOAD IN POUNDS. 10.50 9,010.00 ` ` LOAD_CALCULATIONS REACTIONS: LEFT SUPPORT = RIGHT SUPPORT = 12,871 POUNDS. 13,952 POUNDS. MAXIMUM MOMENTS AND SHEARS: DESCRIPTION LEFT SIDE OF LEFT SUPPORT RIGHT SIDE OF LEFT SUPPORT LEFT SIDE OF RIGHT SUPPORT RIGHT SIDE OF RIGHT SUPPORT CENTER SPAN AT 10.50 FEET FROM LEFT SUPPORT MATERIAL PROPERTIES MOMENT('#) 0 0 0 0 -82,773 ELASTIC MODULUS (MEGA PSI).....1.8 ALLOWABLE BENDING STRESS (PSI)... 2400 ALLOWABLE HORIZ. SHEAR (PSI).....165 ALLOWABLE OVERSTRESS (%).........' 0 MAXIMUM ALLOWABLE STRESS (PSI)... 2400. MAXIMUM ALLOWABLE SHEAR (PSI).... 165 ANSAAMEHAQ FOR A 5.125 X 24 BENDING STRESS (PSI)........ ` 2,180 SHEAR STRESS (PSI)........ 147 SHEAR (#) 0 12,871 -13,952 0 2/15 Z- /07 2,896 TO 76,114 ` DEFLECTIONS BASED ON NO. OF MATRIX POINTS USED IN THE REAL MOMENT APPROXIWATIONS, THE ACCURACY OF THE CENTER BEAM MAXIMUM DEFLECTION POSITION IS PLUS OR MINUS 0.46 FEET. MAXIMUM DEFLECTIONS: CENTER SPAN DEFL. (INCHES) POSIT. (FT) 0.45 9.38 DEFLECTION FACTOR = CENTER SPAN / MAXIMUM DEFLECTION= 503.87 ' LOADINGS LOAD DESCRIPTION: DL ONLY UNIFORM LOAD ON CENTER SPAN (PLh ........ . . . . 570 POINTLOADS: DISTANCE FROM LEFT END LOAD IN POUNDS. 10.50 2,120.00 LOAD_CALCULATIONS REACTIONS.- LEFT EACTIONS:LEFT SUPPORT = 6,277 POUNDS. RIGHT SUPPORT = 6,531 POUNDS. MAXIMUM MOMENTS AND SHEARS: DESCRIPTION LEFT SIDE OF LEFT SUPPORT RIGHT SIDE OF LEFT SUPPORT LEFT SIDE OF RIGHT SUPPORT RIGHT SIDE OF RIGHT SUPPORT CENTER SPAN AT 10.50 FEET FROM LEFT SUPPORT MOMENT('#) SHEAR(#) 0 0 0 6,277 � 0 -6,531 0 0 -34,483 292 TO -1,828 DEFLECTIONS � ' / BASED ON NO. OF MATRIX POINTS USED IN THE J-� + REAL MOMENT APPROXIMATIONS, THE ACCURACY OF /n = ' a/TO/J- THE CENTER BEAM MAXIMUM DEFLECTION POSITION � IS PLUS OR MINUS 0.46 FEET » ^ ^ 31 e� MAXIMUM DEFLECTIONS: CENTER SPAN DEFL. (INCHES) POSIT. (FT) 0.20 9.38 DEFLECTION FACTOR = CENTER SPAN / MAXIMUM DEFLECTION= 1148.52 ~ , ~ � ' ' BEAM DESCRIPTION: BEAM B-29 'GAME RM. OVERALL BEAM LENGTH (FEET)...,... 18.75 DISTANCE TO LEFT SUPPORT (FT) . . . .' 0 DISTANCE TO RIGHT SUPPORT (FT)... 18.75 (DISTANCE MEASURED FROM LEFT END) LOADINGS /11 0f- V -g LOAD DESCRIPTION: DL + LL UNIFORM LOAD ON CENTER SPAN (PLF)...... ...... 950 POINT LOADS: DISTANCEFROM LEFT END ' LOAD IN POUNDS. 7.50 9,010.00 , LOAD_CALCULATIONS REACTIONS: LEFTSUPPORT = RIGHT SUPPORT = 14,312 POUNDS. 12,510 POUNDS.. MAXIMUM MOMENTS AND SHEARS: DESCRIPTION MOMENT('#) LEFT SIDE OF LEFT SUPPORT 0 RIGHT SIDE OF LEFT SUPPORT 0 LEFT SIDE OF RIGHT SUPPORT 0 RIGHT SIDE OF RIGHT SUPPORT 0 CENTER SPAN AT 7.50 FEET FROM LEFT SUPPORT -80,623 ' MATERIAL PROPERTIES ELASTIC MODULUS (MEGA PSI)....... 1.8 ALLOWABLE BENDING STRESS'(PSI).i. 2400 ALLOWABLE HORM SHEAR (PSI)..... 165 ALLOWABLE OVERSTRESS (%)...^..... 0 MAXIMUM ALLOWABLE STRESS (PSI)... 2400 MAXIMUM ALLOWABLE SHEAR (PSI).... 165 SECTION�PROPERTIES FOR A 5.125 X 24 BENDING STRESS (PSI)........ 2,124 ' SHEAR STRESS (PSI).'.'...' 151 ' . SHEAR Q) 0 14,312 -12,510 0 7,187 TO -1,823 � �� /-�� ~-- '--' ^--^'`'-~ ^-'-~- DEFLECTIONS BASED ON NO. OF MATRIX POINTS USED IN THE REAL MOMENT APPROXIMATIONS, THE ACCURACY OF THE CENTER BEAM MAXIMUM DEFLECTION POSITION IS PLUS OR MINUS 0.46 FEET. MAXIMUM DEFLECTIONS: DEFL. (INCHES) POSIT. (FT) CENTER SPAN 0.44 9.37 DEFLECTION FACTOR = CENTER SPAN / MAXIMUM DEFLECTION= 511.60 ^ LOADINGS LOAD DESCRIPTION: DL ONLY UNIFORM LOAD ON CENTER SPAN (pLF)-........... 570 POINT LOADS - DISTANCE FROM LEFT END LOAD IN POUNDS. 7.50 2,120.00 ' LOAD_CALCULATIONS REACTIONS: LEFT SUPPORT = 6,616 POUNDS. RIGHT SUPPORT = 6,192 POUNDS. - MAXIMUM MOMENTS AND SHEARS: DESCRIPTION LEFT SIDE OF LEFT SUPPORT RIGHT SIDE OF LEFT SUPPORT LEFT SIDE OF RIGHT SUPPORT RIGHT SIDE OF RIGHT SUPPORT CENTER SPAN AT 7.89 FEET FROM LEFT SUPPORT ' MOMENT('#) SHEAR(#) 0 0 0 6,616 0 -6,192 0 0 -33,630 0 BASED ON NO. OF MATRIX POINTS USED IN THE ` REAL MOMENT APPROXIMATIONS, THE ACCURACY OF THE CENTER BEAM MAXIMUM DEFLECTION POSITION IS PLUS OR MINUS 0.46 FEET. MAXIMUM DEFLECTIONS: CENTER SPAN DFFL. (INCHES) POSIT. (FT) 0.19 9.37 DEFLECTION FACTOR = CENTER SPAN / MAXIMUM DEFLECTION= 1157.90 ` r / V46.... BY.........LT ........... DATE ��92 S'T,Zr/GT. �SjLCS SHEET NO...._(o.....OF ..-.-.4•�.... .... ...................... SUBJECT ...................................... CMKD. By ....:................. DATE ........................ _........................................ JOB NO. ..... ........ Z/OZ ................................. ..................... _........................................ ............... .... ...........................................................................---............................................................... .................................................. _.... _............. / /3�-rr s B - 3 - BG/ sU PPS errs , - ,•�ssvrl�, //�� ,� ��r�i - /3 717 020 /6le 7/ V r 5// Gv 7/ �/,z /s. r,�r-7,p v = . 7/x (e.Z7 -— I 70 2, < 7 67 F ,� • 7/ 71 DZ x 3 f . O/d?x 3 , DD�,c 9 . rL.l ' 9: 7� oo ,c • O/,� /,f , 030 = . Zr3 �/ / /,�1$. �aST o e torr e- �v�S'T�• C.9/y.867--) �x 9 . ' , BEAM DESCRIPTION: BEAM B-4 - M.BEDRM. OVERALL BEAM LENGTH (FEET)....... 19 DISTANCE TO LEFT SUPPORT (FT).... 0 DISTANCE TO RIGHT SUPPORT (FT)... 19 (DISTANCE MEASURED FROM LEFT END) Q LOADIN6S LOAD DESCRIPTION: DL + LL UNIFORM LOAD ON CENTER SPAN (PLF)............ 330 POINT LOADS: DISTANCE FROM LEFT END LOAD IN POUNDS. 5.25 5,870.00 10.00 3,140.00 ' LOAD_CALCULATIONS REACTIONS: � LEFT SUPPORT = 8,870 POUNDS. RIGHT SUPPORT = 6,410 POUNDS. MAXIMUM MOMENTS AND SHEARS: DESCRIPTION . LEFT SIDE OF LEFT SUPPORT RIGHT SIDE OF LEFT SUPPORT LEFT SIDE OF RIGHT SUPPORT RIGHT SIDE OF RIGHT SUPPORT CENTER SPAN AT 9.09 FEET FROM LEFT SUPPORT MATERIAL PROPERTIES MOMENT('#) SHEAR(#) 0 0 0 8,870 0 -6,410 0 0 -44,457 0 ELASTIC MODULUS (MEGA PSI)....... 1.8 ALLOWABLE BENDING STRESS (PSI)... 2400 ALLOWABLE HORIZ. SHEAR (PSI)..... 165 ALLOWABLE OVERSTRESS (%)......... 0 MAXIMUM ALLOWABLE STRESS (PSI)... 2400 MAXIMUM ALLOWABLE SHEAR (PSI).... 165 SECTION_PROPERTIES FOR A 6.75 X 16.5 : BENDING STRESS (PSI)........ 1,805 SHEAR STRESS (PSI);....... 113 ' , � �-c�x�^�u� DEFLECTIONS BASED ON NO. OF MATRIX POINTS USED IN THE REAL MOMENT APPROXIMATIONS, THE ACCURACY OF THE CENTER BEAM MAXIMUM DEFLECTION POSITION IS PLUS OR MINUS 0.47 FEET. MAXIMUMDEFLECTIONS: DEFL. (INCHES) POSIT. (FT) CENTER SPAN 0.62 9.49 DEFLECTION FACTOR = CENTER SPAN / MAXIMUM DEFLECTION= 367.37 ' ^ LOADINGS LOAD DESCRIPTION: DL ONLY UNIFORM LOAD ON CENTER SPAN (PLF)........... . 230 POINT LOADS: ' DISTANCE FROM LEFT END LOAD IN POUNDS. 5.25 1,320.00 10.00 1,650.00 LOAD_CALCULATIONS REACTIONS: LEFT SUPPORT = 3,922 POUNDS., RIGHT SUPPORT = 3,418 POUNDS. MAXIMUM MOMENTSAND SHEARS: DESCRIPTION MOMENT('#) LEFT SIDE OF LEFT SUPPORT 0 RIGHT SIDE OF LEFT SUPPORT 0 LEFT SIDE OF RIGHT SUPPORT 0 RIGHT SIDE OF RIGHT SUPPORT 0 CENTER SPAN AT 10.00 FEET FROM LEFT SUPPORT -21,448 BASED ON NO. OF MATRIX POINTS USED IN THE REAL MOMENT APPROXIMATIONS' THE ACCURACY OF THE CENTER BEAM MAXIMUM DEFLECTION POSITION IS PLUS OR MINUS 0.47 FEET. SHEAR W) 0 3,922 -3,418 0 302 TO -1,348 ,."^lnun ucrOc�.^"..�. . DEFL. (INCHES) POSIT. (FT) CENTER SPAN 0.29 9.49 ` DEFLECTION FACTOR = CENTER SPAN / MAXIMUM DEFLECTION= 782.77 ` ^ BY....... DATE CHKD. BY....._...............DATE ................ _.... STwcT. C,�GG S��f SUBJECT... .................... ;.: ......................... ...........a...... ...._........... - SHEET NO.....(.._.fJ ....OF _!..` . .._.......... JOB NO............ ZIDZ_---._...-:.. B.�Z-co/oy AF efW , D14Ox d'• d�z — , /77// Z 71 it .40� = A, �PIIFAP cJ/ �oi�JS — ,QoG �O = , 7 Ak Z�f.D / Ne le 4; 9M, egor., 4�f f/ / 41C q, Z'( �Z f Z, 7� x Zq s In G = 2.,P2-1 C, ¢/ /?o, all 7, 3 — Z �. �x � � �, 73 S .GT BY ............... -................. DATE ..... /� SUBJECT ............... Y .....:....................................... 5 H E ET NO . ----..._........ - . OF .....-..._-- CHKD. BY .... .............. :.. DATE ......................................................................................................................................................... JOB NO. ............ Z /102 ._.......................:....................................................................................................... .................................... .._............... ................... ........ .............................. ....... ....... ........................ ... ode ,� marts - /sT' Al 3. dam, S',o= --t. Z 0,;7 Irl �S Zx • 7� t 0�� T. 77 �&e- 6x /"- 12 4raV z/Z''aU S'o/� oe %p s'q, X /0 �i�I/if C.ff' — Z- #4 X /Z�,Dow�z Guj o• c J`>itaC, �1��0 S' OF SQ . x /2 oe R6 -)e O.z �.�YP/�iL'' ou��ZS TO G,lvA Crt1� �i /<i1`.'C• SP�.tJ O� Esc � — L = /3v� �/ � /�- 7 ,�Z � C —< Al 3. dam, S',o= --t. Z 0,;7 Irl �S Zx • 7� t 0�� T. 77 �&e- 6x /"- 12 4raV z/Z''aU S'o/� oe %p s'q, X /0 �i�I/if C.ff' — Z- #4 X /Z�,Dow�z Guj o• c J`>itaC, �1��0 S' OF SQ . x /2 oe R6 -)e O.z �.�YP/�iL'' ou��ZS TO G,lvA Crt1� Y� �7 B ................ DATEx.....----..SUBJECT....'-� . �,r2 :.. C-,7 ........... Cf.e . .......... Z, ............ SHEETNO..-.- OF ... ............ .......... . .................... ..... ... .......... CHKD. BY ............ : ......... DATE .............. .................. . ..................... .................................. -w ........................................ JO . B NO . ............ olae ................ ...... ..... ................... ................................................. ........ I ................. : ................. ...... ................ L .................. ................. ....................... : ...................... .......... W: ............ ."'92.49-'r 201Z 7"'. 7L. rill Ap x10— I a. 7z AD- N- '7-t, Ao le- C. > pp, v �f Ct�� Ole z 2�0 IPP 5�4. �.¢ Y e- Clf7gp) fTiiC,Gh`O,�cf�lit>.STif LLQ oa lr v z �%V, 7,0 4, 7Z - S 71:9 169. 79 An, Ar 0 sl= SGT EWDATE.... SUBJEC'T ........................................................ ................................................. SHEET OF.... CHK6. BY ...................... DATE.......................................................................................................................................................... JOB NO . ........... Z/oz_ .. . . ........................... ................................ I—- ........ : .............. .............. ............................................................................. ............................................. ......................................... __ . ......................... C7 - ZZ 7- 1e9,1r7,- 7 /eq _41r 7, 7D ,q0 p.,P,7 7' , INV ,< 49,</%IP- 30 S:r , 17 Alr- -rep, ce, r 22. v 3 Ar el -cF 3r"g, 4SIV - 1'771AII, 2 r- 9 /'.gv < faoa = ¢o ">-C/ 3/z Z9.3 erl 4,41 a4* y lo/c.) lo/z- zw C01V77 ALT 8/9z S'�vcT. BYG/i-LG s ....................._...............DATE...............-----.. SUBJECT----........:...............-........................................................... CHKD. BY .... .......... DATE ............................................... ......... :...................................................... ......................... w ------------------------......................................................... .............. - ....... ---......................:.............................-_............................. /�oOT7.cJc s E �/�7 Goes ��.vT SHEET NO...0`T_OF o JOB NO. ......... IOZ 26 IV 6x ,ems-0oo�rl'. f' /sTl�2�vo w/g- `�Ew. ov G.fC% PROJECT : B. JOHNSON JOB NO. : 2102 DATE : 8/1992 CALCIS BY : FLT SUBJECT: CMU RETAINING -BEARING WALL ____________________________ WALL DESIGN: ------------ ALL CALCULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE RATIO: SOIL EQUIVALENT FLUID PRESSURE (PSF): SURCHARGE (FEET): 2000# WHEEL LOAD YIELD STRENGTH REINF. (KSI): ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): ULTIMATE COMPRESSIVE STRENGTH OF CMU (PSI): SPECIAL INSPECTION REQUIRED: ALLOW~ COMPRESSIVE STRESS OF CMU - Fm (PSI): ' GRAVITY LOAD - DEAD LOAD (KIP) - LIVE LOAD (KIP) OVERALL HEIGHT OF THE WALL - Hw (FEET): OVERALL HEIGHT OF THE SOIL - Hr (FEET): ' THICKNESS OF WALL - T (INCHES): GROUTED SOLID - WEIGHT OF GROUT (PCF): SLENDERNESS RATIO _ h/t: AVERAGE WEIGHT OF WALL (PSF): TOTAL EARTH PRESSURE - Fhr (KIP): REACTION @ TOP OF WALL - Rt (KIP): REACTION @ BOTTOM OF WALL- Rb (KIP): HEIGHT O. 10' SHEAR - Ho (FEET): MOMENT _ Mw (FT -KIP): AREA REINF. (IN^2) 'd'(IN) SIZE & SPA (IN) -------------------------------------------------- 0.023 5.35 #4 @ 104.0 MIN. VERTICAL REINF. - .12 % (IN -25: MIN. HORIZONTAL REINF. - .08 % (IN^2): DESIGN REINF. - - HORIZONTAL: #4 z 32 EFFECTIVE RATIO OF REINF. - p: MODULAR RATIO - n: COEFFICIENT - k: � ACTUAL RATIO OF DISTANCE COEFFICIENT - 2/kj: ACTUAL COMPRESSIVE STRESS OF CMU - fm (PSI): ACTUAL TENSIONAL STRESS OF REINF. - fs (KSI): FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 LEVEL 38 1 40 2000 1500 NO 250.00 0.45 0.69 � 4 5 7.6 135 6 < 25 84 0.38 0.16 U.22 2.23 0.18 0.�1&9 0.073 'ea -*/s7 F . . Q XT pP -+S�+%< 250.00 COMBINED STRESSES @WALL: 0.28< 1.0 PROJECT : B. JOHNSON JOB NO., : 2102 DATE : 8/1992 CALC'S BY : FLT FOOTING DESIGN: DENSITY OF SOIL (PCF): DENSITY^OF CONCERTE (PCF): ALLOW. SOIL BEARING PRESSURE (PSF): ALLOW. LATERAL BEARING PRESSURE (PSF): FRICTION COEFFICIENT_ Fcv BEARING PRESSURE REDUCTION (PSF): NET. ALLOW. BEARING PRESSURE (PSF): PRELIM. FOOTING - WIDTH (INCHES): - DEPTH (INCHES): FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA ' (916) 872-0254 SHEET vrg 100 150 2500 -- Z ^ nf'p' 400 0.35 0 2500 8.04 6.00 DESIGN FOOTING - WIDTH (INCHES): 9.00 -- (�.~-'4 Z --CO -?3 - DEPTH (INCHES): 1.00�--��- .C&77� i3�� TOTAL GRAVITY LOAD - Pv (KIP): 1.51 INCREASE OF ALLOW. SOIL PRESSURE (%): 0.0 ACTUAL SOIL PRESSURE - Q (PSF): , 20 9 < 2500 SLIDING RESISTANCE - Fr . (KIP): 0. 32��. 0 22 SLAB REINFORCEMENT: ` REINF @ TOP OF WALL (BAR #): MAX. HORIZONTAL SPAN OF WALL ('FEET): DESIGN HORIZONTAL SPAN (FFET): SLAB THICKNESS (INCHES): SLAB WIDTH REQUIRED (FEET): DE8IGN AREA OF SLABREINF. (IN^2/LF): ALLOW. TENSILE STRESS OF REINF. (KSI): LENGTH OF DOWELS (INCHES): 4 9.64 4 4 8.93 0~050 20 7.50 FLT ENGINEERING PROJECT : B. JOHNSON 5790 CLARK ROAD JOB NO. : 2102 PARADISE, CA DATE : 8/1992 '' (916) 872-0254 CALC'S BY : FLT SHEET 74' OF J�; SUBJECT: CMU RETAINING - BEARING WALL ____________________________ WALL DESIGN: ALL CALCULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE RATIO: LEVEL SOIL EQUIVALENT FLUID PRESSURE (PSF): 30 SURCHARGE (FEET): 2000# WHEEL LOAD 1 YIELD STRENGTH REINF. (KSI): . 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): 2000 ULTIMATE COMPRESSIVE STRENGTH OF CMU (PSI): 1500 SPECIAL INSPECTION REQUIRED: NO ALLOW. COMPRESSIVE STRESS OF CMU - Fm (PSI): 250.00 GRAVITY LOAD- DEAD LOAD (KIP) 0.45 - LIVE LOAD (KIP) 0.69 OVERALL HEIGHT OF THE WALL - Hw (FEET): 5.33 --^ OVERALL HEIGHT OF THE SOIL - Hr (FEET): ^ 6.33 THICKNESS OF WALL - T (INCHES): 7.6 GROUTED SOLID - WEIGHT OF GROUT (PCF): 135 ` SLENDERNESS RATIO - h/t: 8 < 25 AVERAGE WEIGHT OF WALL (PSF): 84 ^ TOTAL EARTH PRESSURE - Fhr (KIP): 0.60 REACTION @ TOP OF WALL - Rt (KIP): 0124 REACTION @ BOTTOM OF WALL - Rb (KIP): 0.36 HEIGHT OF -01 SHEAR - Ho (FEET): 2.98 MOMENT - Mw (FT -KIP): 0.39 ` ^ AREA REINF. (IN^2) 'dl(IN) SIZE & SPA (IN) ` 0.050 5.35 #4 @ 47.8 MIN. VERTICAL REINF. - .12 % (IN -2): MIN. HORIZONTAL REINF. - .08 % (IN^2): DESIGN REINF. - - HOF! I Zum/AL: # 4. @ 3,2 EFFECTIVE RATIO OF REINF. - p: ` MODULAR RATIO - h: COEFFICIENT - k: ACTUAL RATIO OF DISTANCE - j: COEFFICIENT— 2/kj: ACTUAL COMPRESSIVE STRESS OF CMU - fm (PSI): ACTUAL TENSIONAL STRESS OF REINF. - fs (KSI}: 0.109 0.073 0.0016 40.0 ` 0.303 0^899 ^/ �\ 7.345 ^� ��/?7 01c) 101.06 < 250.00 6.55 < 20.00 COMBINED STRESSES 0 WALL: 0.51 < 1.0 PROJECT : B. JOHNSON JOB NO. : 2102 DATE : 8/1992 � CALCIS BY : AT FOOTING DESIGN: FLT ENGINEERING 5790 CLARK ROAD . PARADISE, CA (916) 872-0254 ' SHEET Z7 OF JX DENSITY OF SOIL (PCF): 100 DENSITY OF CONCERTE (PCF): 150 ALLOW. SOIL BEARING PRESSURE (PSF): 2500 ALLOW. LATERAL BEARING PRESSURE (PSF): 400 FRICTION COEFFICIENT — Fc: 0.35 BEARING PRESSURE REDUCTION (PSF): 0 . NET. ALLOW. BEARING PRESSURE (PSF): 2500 PRELIM. FOOTING — WIDTH WCHES): 8.74 ' — DEPTH (INCHES): 6.00 ` � DESIGN FOOTING —,WIDTH (INCHES): ^ 9 00 — DEPTH (INCHES): 1.00 TOTAL GRAVITY LOAD — Pv (KIP): 1.63 INCREASE OF ALLOW. SOIL PRESSURE (%): 0.0 ACTUAL SOIL PRESSURE — Q (PSF): 2179 < 2500 — Fr (KIP) SLIDING RESISTANCE : . 0 . 36 m^0 36/«��—=.J-� x`^ . SLAB REINFORCEMENT: REINF @ TOP OF WALL (BAR #): 4 MAX. HORIZONTAL SPAN OF -WALL (FEET\: 7.82 DESIGN HORIZONTAL SPAN (FFET): 4 � SLAB THICKNESS (INCHES): 4 SLAB WIDTH REQUVED (FEET): 13.60 DESIGN AREA OF SLAB REINF. (IN^2/LF): 0.050 ALLOW. TENSILE STRESS OF REINF. (KSI): 20 LENGTH OF DOWELS (INCHES): '11.42 PROJECT : B. JOHNSON JOB NO. : 2102 DATE : 8/1992 CALCIS BY : FLT SUBJECT: CMU RETAINING - BEARING WALL ____________________________ WALL DESIGN: ------------ ALL CALCULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE RATIO: SOIL EQUIVALENT FLUID PRESSURE (PSF): SURCHARGE (FEET): 2000# WHEEL LOAD ' YIELD STRENGTH REINF. (KSI): ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): ULTIMATE COMPRESSIVE STRENGTH OF CMU (PSI): SPECIAL INSPECTION REQUIRED: ALLOW. COMPRESSIVE STRESS OF CMU - Fm (PSI): GRAVITY LOAD - DEAD LOAD (KIP) - LIVE LOAD (KIP) OVERALL HEIGHT OF THE WALL - Hw (FEET)� OVERALL HEIGHT OF THE SOIL - Hr (FEET): THICKNESS OF WALL - T (INCHES): GROUTED SOLID - WEIGHT OF GROUT (PCF): SLENDERNESS RATIO - h/t: AVERAGE WEIGHT OF WALL (PSF): TOTAL EARTH PRESSURE - Fhr (KIP): REACTION @ TOP OF WALL - Rt (KIP): REACTION @ BOTTOM OF WALL - Rb (KIP): HEIGHT OF 10' SHEAR - Ho (FEET): MOMENT - Mw (FT -KIP): AREA REINF. (I1\1^2) 'd'(IN) SIZE & SPA (IN) -------------------------------------------------------- 0.093 5.35 #4 @ 25.7 � MIN. VERTICAL REINF. - .12 % (IN^2): AIN. HORIZONTAL REINF. - .08 % (IN -2): DESIGN REINF. - - HO @ 32 EFFECTIVE RATIO OF REINF. - p: | � MODULAR RATIO - n: COEFFICIENT - k: ACTUAL RATIO OF DISTANCE COEFFICIENT - 2/kj: ACTUAL COMPRESSIVE STRESS'OF CMU - fm (PSI): ACTUAL TENSIONAL STRESS OF REINF. - fs (KSI): LEVEL 30 1 40 2000 1500 NO 250.00 0.45 0.69 6.67 7.67 7.6 135 10 < 25 84 0.88 0.34 0.54 3.75 0.73 0.109 0.073 FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET 2`40 OF a 0 0.0016 40.0 0.303 0.899 �� r- 7.345 187.99 < 250.00 12.18 < 20.00 COMBINED STRESSES @ WALL: 0.86 < 1.0 FLT ENGINEERING PROJECT, e B. JOHNSON 5790 CLARK ROAD JOB -NO. . 2LO2 PARADISE, CA DATE o 8/1992 (916) 872-0254 i_ AL. F' y S BY o FLT SHEET 79 OF 1f,97 FOOTING DESIGN: DENSITY OF SOIL (PCF): A00 DENSITY OF GONi= ERIE (PCF): 150 ALLOW. 501L BEARING PRESSURE (PSF) o .2500 ALLOW. LATERAL_ BEARING PRESSURE (PSF) : 400 FRICTION COEFFICIENT — F�_ e 0.35 . BEARING PRESSURE REDUCTION (PSF) o i � NET. Al.—LOW. BEARING PRESSURE (PSF) s 250o 1=RELIM. FOOTING — WIDTH (INCHES) e 9.44 — DEPTH (INCHES): 6. 00 DESIGN FOOTING — WIDTH Q Ni_ HES) a 40.00 — .�_3r Own Zv'- — DEPTH (INCHES): 1 . oo TO'. AL GRAVITY LOAD — Pv C K I P) : 1. 79 INCREASE OF ALLOW. SOIL PRESSURE, (%)g 0.0 ACTUAL SOIL PRESSURE — 0 (PSF) a 2 145 < 250i � SLIDING RESISTANCE — Fr (KIP) : 0.41 < 0.54.x.41--, P/ SLAB REINFORCEMENT: RE I NF C TOP OF WALL (LEAF' #): 4 MAX. HORIZONTAL SPAN OF WALL (FEET): 6.56 DESIGN HORIZONTAL SPAN ( FEET) 0 4 SLAB THICKNESS (INCHES): 4 SLAB WIDTH REQUIRED (FEET): 19.33 DESIGN AREA OF SLAB RE I NF . ( I NO2/LF) e 0.050 ALLOW. TENSILE STRESS OF . RE I NF . C KS I) r 20 LENGTH OF DOWELS (INCHES): 16.24 t . ` PROJECT : B. JOHNSON , JOB NO. :.2102 DATE . : 8/1992 CALCIS BY : FLT SUBJECT: CMU RETAINING - BEARING WALL ____________________________ WALL DESIGN: ____________ . ALL CALCULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE RATIO: SOIL E'UIVALENT FLUID PRESSURE (PSF): SURCHARGE (FEET): 2000# WHEEL LOAD YIELD STRENGTH REINF. (KSI): ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): ULTIMATE COMPRESSIVE STRENGTH OF CMU (PSI): SPECIAL INSPECTION REQUIRED: ALLOW. COMPRESSIVE STRESS OF CMU - Fm (PSI): GRAVITY LOAD - DEAD LOAD (KIP) - LIVE LOAD (KIP) OVERALL HEIGHT OF THE WALL - Hw (FEET): OVERALL HEIGHT OF THE SOIL - Hr (FEET): THICKNESS OF WALL - T� (INCHES): GROUTED SOLID - WEIGHT OF GROUT (PCF): SLENDERNESS RATIO - h/t: AVERAGE WEIGHT OF WALL (PSF): TOTAL EARTH PRESSURE - Fhr (KIP): REACTION @ TOP OF WALL - Rt (KIP): REACTION @ BOTTOM OF WALL - Rb (KIP): HEIGHT OF 10' SHEAR - Ho (FEET): MOMENT - Mw (FT -KIP): AREA REINF. (IN^2) 'dl(IN) SIZE & SPA (IN) 0.155 5.35 #4 @ 15.4 MIN. VERTICAL REINF. - .12 % (IN^2): MIN. HORIZONTAL REINF. - .08 % (IN -2): DESIGN REINF. - VER — HORIZONTALs HORIZONTAL #4 @ 32 EFFECTIVE RAT*IO OF REINF. - p: X MODULAR RATIO - n. - :COEFFICIENT- COEFFICIENT -k: ACTUAL RATIO OF DISTANCE COEFFICIENT - 2/kj: ACTUAL COMPRESSIVE STRESS OF CMU - fm (PSI): ACTUAL TENSIONAL STRESS OF REINF. - fs (KSI): FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET SO OF VZ LEVEL 30 1 40 2000 1500 NO 250.00 0.45 0.69 8 9 7'6 135 12 < 25 84 1.22 0.46 0.76 4.51 1.22 0.109 0.073 0.0033 40.0 0.398 0.867 ��~' �-' �� 5.794 , 246.63 < 250.00 10.50 < 20.00 COMBINED STRESSES @ WALL:---69.��' PROJECT : B. JOHNSON JOB NO. : 2102 DATE : 8/1992 ' CALC'S BY : FLT FOOTING DESIGN: DENSITY OF SOIL (PCF): DENSITY OF CONCERTE (PCF): ALLOW. SOIL BEARING PRESSURE (PSF):* ALLOW. VATERAL BEARING PRESSURE (PSF): FRICTION COEFFICIENT — Fc: BEARING PRESSURE REDUCTION (PSF): NET. ALLOW. BEARING PRESSURE (PSF): PRELIM.. FOOTING — WIDTH (INCHES): - DEPTH (INCHES)f DESIGN FOOTING — WIDTH (INCHES): — DEPTH (INCHES): ' TOTAL GRAVITY LOAD — Pv (KIP): INCREASE OF ALLOW. SOIL PRESSURE (%): ACTUAL SOIL PRESSURE — Q (PSF): SLIDING RESISTANCE — Fr (KIP): SLAB REINFORCEMENT REINF @ TOP OF WALL (BAR #): , MAX. HORIZONTAL SPAN OF WALL (FEET): DESIGN HORIZONTAL SPAN (FFET): SLAB THICKNESS (INCHES)o SLAB WIDTH REQUIRED (FEET): DESIGN AREA OF SLABR&INF. (IO2/LF): ALLOW. TENSILE STRESS OF REINF. (KSI): LENGTH OF DOWELS (INCHES): FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 100 150 2500 400 0.35 0 2500 - 10.14 8.48 1.00 1.99 0.0 1990 / 2500 0.49 < 0.76/«��—= 4 5.55 4 4 26.04 0.050 20 21.87 ____- BV DATE....... 9Z 9 ..:......... .. E-S'r�vcT SUBJECT........................._................. CHKD. BY ...................... DATE ......................... .................................................................... .................................. `GCS_ ................... 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DATE .................... _............................................................................................... ................_............... ._.................................................................................._.................... .............................................................................. ............................ ...... ......................................... ..... -........... D L�-//Y YO/ -CC D� �ST �Ziz- TD %P -mss s L�-v4 Ci1P� J-YP CWJ,vT. /aGy. To S'trT G - 22 of UT Q _ 2102 Q `t 0 0 0 0 (3 S IR =off J Z 0 q W w M ted. �M -,6. Ll "� .`0. �� v b Ni O'1 q q Q 1. y ILI U ri 0 14 Rem ,• I=Z- / -L O/ /G• ::�.. _t_.-. r-� ._.LLL .. �////��. ......SHZET !�1 � .C r _..._.._.______.____.-_ _... K*41- S r2/OZ -BFe.V...................... ./. .. . . S . c/OHNSOit/ S.CYK�,4Y CH/CD C.4 . I5790'CFRL- PMaDHEEM0(w6�72-0254 Moro- : S41425 CONST. ON TOP OPr C Af U COl/ST, �¢BOYe HE/Gf/T O/Q /s/i4LL .�!S NOTCO. s�� P�•f,�/s ,4LG -/�C BOSS TY.P EXTE�t/p yE,eT I -�I SEe Al t L10K/EIGS" c 48 D,c. SL.4_s ,eelAo, 0�2 BCND !/ERT 4uC-ONC. SG�4S BEG DIV ' I� ; i i B� RS /ic/TO SL B ¢ S.4NJY G.e.4 YSL i e �� r� �'`¢�8�c•c. G 8 CMU -�=' i J d, apo JV�4LL �, 6�Pour�a SOG /O -� COJfP�fGTEp i I HOW/z, TMP. S�'�G L tlil TCh� i�FRT. . Q ACL /VA64. RebVi 2 E.f,2 v v `► J / BOTT. OP MOOT/.�/G CONT. Ara Oit/ Z,4 WGAP ,'CYw,4 Y vQ y 4 � #•¢ oe #6 X /4 a � u� PF,eGD,e.4Tep ��Pi4/.S/ .� Dol4/FLS TO SEE TO 10•4 YUGIV Rocs PSR G.�/. fT, OPT/oNAL See PLANS TbR SP.4C/N6 oi on 7c, s,,vae//✓G Or= Tf/E' xlwz //NT/L T//E CCWC. O/¢ Tr/E S'e-4a IT C!/RCD . Gs{P 2¢ I5790'CFRL- PMaDHEEM0(w6�72-0254 -lq6 y, AAs "on 's4'" WESIDENTIAL 92-30480�6 BPE14 1-148 01i1-41-0 & Karen JOHNSON , BarrY C"'co h Garden Dr I Spanish LA.yg,�;.jz &,tmc-f r. Steve Schuster cont new sf T. OA/ ro ot2i/.oc 1.-4011. On V 13'r w,) d'o, o/ -0�' S/24 4!S OFFICE COPY, Address - GAS A Meter BY Dat ELECTRIC Meter By - Ua Address ddress GAS Metereter By e�ter By CT Date ELECTRIC MeterB Meter By Date JOB FINALED (Date) o Signature •J=OK O = Not Ok Not Applicable ' = Not Ready MOBILE HOMES Date MOBILE HOME UTILITIES (Plans)'OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O Concrete �A1 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearences-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap: / /"L"ft. / /"Nat. or/ /"L"ft./ /"LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card°B-1` Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector, t %J 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Exits; Insp.-Sketch 10. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES, (Plans)OK except #'s 1. Zoning Requirements -Setbacks -Easements ` 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Griders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Beam s-Rftrs.-Connectors Shthg.-Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg; Sils-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -landings Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 .Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distances-GFI 5. Elec.; Pool Lighting; 15 volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed, 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. _ Boxes -Enclosures -Panel boards -Ins. to Main in Conduit 9. Health Department Approval ' I, 10. Plumb.; Cir. Test -Water Supply Test. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J 1 j \V .a J=OK ' 10 = Not OK = Not Applicable Not Ready RESIDENTIAL'(; = Date UND FLOOR (Plans) ®K except p's zoning Main; Soils-Elec. Grnd.-/ /" Ftg. Depth Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /Ftg. Depth Stemwalls, Main; Steel-Blockouts-Wrapped tpe"Sterriwalls, Garage; Steel-Blockouts-Wrapped U -6a. Hold Downs and Special Anchors 7. Slab; Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF. Gas Pipe; Size -Anchors - yard gas piping: size -test. 11. Water Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground 13. Pienums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Access & Ventilation 16. Insulation Date iO eS Z and B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PIXMBING (Permit),OK except ft's 1 ater -r Vent -Access -Combustion Air -Baffle G0, ate pe: Test & Anchor -Nail Protection -----------------------�t! V Test -Fittings & Anchor -Nail Protection— - — �� 1 ho—r Pan: Test. First Floor -Tub Access ----- -� est Pb & Shower, Second Floor -Tub Access as Pipe: Size & Anghc rs DateA--t-&---!u Card B-1 + Date Card B-1 -- --- - ---------- - ---------------- Date - Card 13 1 Date Card B-1 Date r " ELEC AL (Permit) OK except ft's Fixt Tr-td,mer Clearance -Ins. Protection ----------- ----- ------------- le ceplacles Spacing -Lights & Switches at Doors -------------- ---- - -- - — --- -- — - Siz oxes & No. of Conductors -Stapled ----------------------------------- R( - -_ Romex ailed Close to Edge of Studs & C J. -------- ---- - --lose to - -- f Studs -- ------ ------ -- uip. Ground made up w/Mech. Fastners-Bond Gas & Water ------------------------------------------- -------------------------- tA pliance Circuts in Kitchen & onductor Size'GFl ------------- -- - ----- -- - - -- a. ---LL------------------------- Subfeed Wire Size /2[.ga Cu o AI A.C. Wire Sizer g Cu or AI ng rc !� ga Cu oj�es� rc. ga. Cu o AI. I fated Neutral - - No - -------------- -- ---- -- - ------------ -------------- Ser -Riser Conductors & Ground -Main Disconnect ------------------ ---- -------------------------------------------------------- Equ fear ces Panels-Motors-Mech. Equip. ------------------ - ------------------------------------------------------ lot Closet Light -Shower Light -Spa Light moke Detector ---------- -------- - - --- --------------------------------------------- Date 6e1� Card B_1 Date Card B-1 ---- ------- - ------------------------------------------ Date Card B-1 Date Card B-1 Date MEC CAL (Permit) OK except a's A Ducts Insulation & Support `� �1 Vent Fan: Exhaust above insulation G4 ----------------------------- ----------- 3 _Condensate Drain & Overflow_Size & Grade - - 37- Furnanc Vent: Access -Comb Air -Return Air Vent -115 outlet ---- - ------------------------------------------------- c Access & PI If m if Furnance in Attic Date 1 Card B-1 Date Card B-1 --- --- - -------- - -- ------ ----------- ---------- Date Card _B- 1 Date Card B-1 Date FRAM (PI s) OK except ft's ro er Material & Anchors ------- ------- -- ----- ------------------------------------------------- s Studs -Nailing. Spacing & Bracing -Plates --Sound earing Walls over Girders & Floor Nailing- g11D ---- - t Stop in Walls (rat proof) --------- --------------------- ire Stops: Furred Ceilings -Stairs -Chases -Tub eaders &Beam -Size &Bearing tingle & Duplex) , Date RA_MING (Cos7tinued) H ers-Post Caps -Anchors -Connectors _ CI g. Joist-Rftr. ties-Purlin-roof Brac-Truss-Shthng.-Ring. Fire 'Ties or Type A Flue -Fireplace Throat clearance ttic Access; Size & Romex Protection -Draft Stop -Ins. Baffles drm. Windows or Exiting Doors -Sill Hgt. & Dimensions farage Fire Protection Framing -------= 1. Pro -y Line Firewall & Openings xt. rs-One 3' -Check Garage -3rd Story, 2 Exits --------- tai i th-Headroom -Rise-Run-Landing-Fire Protection plywood on Roof Overhang -Attic Vents -Rafter Outriggers -555L -Nailing Veneer ---------- -- ----- -- _ 5 tucco sh-Drip Screed -Fd. Vents-Underflr. Access azing Area -Glass rotection- kylights-Plastic ------- - 58. Shear Walls: Nailing -Bolls p +,� 7 -9 ,2 4-.� 59. Insulation -Walls -Ceilings 60. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 ---3.. -- -- rd B--- --- -- Date 11, Card B-1 Date Card B-1 Date A (Plans) OK except ft's Ext. oor &Sidelight Protection -Landings ---------- --- a Detector Furnace; Vents -Clearance -Comb. Air -Connector- ' In Gage; Above Floor -Ducts -Meth. Protection & Bath - Fixtures &Tub Access -Spa ---------------------------- k5, -f-11, m ------------& --panel; Breaker Sizes &Labels �Vit.Fixt. Rails _ e or Stove: Clearances -Hearth ------ tlets at Wood Panel: Int. & Ext. &.Appliance; Grnd.-Air Gap -Cooking Clearance 7 ------------------ Outlets & Re_ceptacles at Kit. Counter ------------------ . Gar Fire Door Swing -Landing -Closer . Duct in Garage-_ Damper 7 tr. Htr.: Vents-Clearancq-Comb Air-Connector-P.R.V. I arage: Above Floor -Meeh. Protection ------------ P ,%5 --------=— _ Ele Mech. Equip. Listed for Location - --- ---- EI _-Receptacles-in Garage: (G_F.I.)-Romex P tion . Insulation Foam -Looked in Attic es Rails & Deck Construction -Post Caps --V & Crawl Hole Door -Drainage & Wood -Earth Cl ante Looked under Floor ❑ Yes - --- -------------------------- ollowing instld.; Drive p Yes ❑ No; Walks ❑ Yes ❑ No; - PI --❑ ❑ ----------------------- No I P-Finishu — ----------- ------- -------------- — --- C. Unit; Disconnect. Electrical, Plumbing ----------------------------- -- nts�ve Roof; Plbg.-Appliance-Fireplace.-Clearance to O Wings 44"Water Well; Disconnect, Electrical, Plumbing - . xteri C. Trim; .F.G1. Receptacle -Underground -- -- ---------- - --------------- ---- entilalion Throughout House -- - - - - - - - - - - - - ----------------------- - I s Protection ----- orrectio rom Previous Inspections - -0/0 - G--est_Meters-Tagged; Gas -Electric -------- Water & Sewer Connected -C/0 to Grade -HD Approval nergy Compliance ertificate-Other Certificates ------------------------------- - ------ -- ---- Date 2 -1 Card B-1 Date Q � Card B-1 - - ------------ Date Card B-1 Comments at Final_ Date — _ Card B-1 Date Card B-1 Date Card B-1 COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT PERMIT NO. 92-3048 ASSESSOR PARCEL NUMBER 011-41=0-148 ZONING SR3 BUILDING PERMIT OWNER BARRY AND KAREN JOHNSON TELEPHONE SQ. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS 1367 M 24,606 OR'S NAME �STEVETSCHUSTER TELPHONE 894.5875 220 C 2,860 CONTRACTOR'S MAILING ADDRESS 44 EWING DR., CHICO A 95926 834 0 5,838 Fireplace 3 4,500 CONSTRUCTION LENDER NONE UNKNOWN Total Valuation $ 375.250 LENDER'S MAILING ADDRESS Filing Fee $ 15,00 Permit Fee $ 156 .50 ARCHITECT OR ENGINEER NQNE LICENSE NO. Plan Checking Fee $ 781.75 Ener Plan Checking F 9Y 9 ee $ 20.00 ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING 1 SPANISH EGARDEN DR., CHICO Permit fee $ 9v -29 PLUMBING PERMIT Filing Fee 15.00 Each Trap 19 5.00 95,00 Solar or heat pump water heater 20.00 LOT NO. 1 SUBDIVISION NAME BLUFFS PARCEL MAP 100-53 Water piping 7.00 Each qas water heater or vent 7.00 ,14 USE OF STRUCTURE SF [:R Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 15.001 - Mobile Home S I G I W @ 15.00 TYPE OF WORK New ® Addition ❑ Remodel ❑ Uti lities ❑ Installation ❑ Other ❑ Describe work: 5BR Permit Fee $ 151.00 Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 200A OR LESS 18.50 18.50 Main service 200ATO1000A) 37.50 CONTRACTORS LICENSE LAW I dere under penalty of perjury (check one): I am licensed under provisions of Chapt. 9, Div. 3 of the BUSIneSS and Professio d my license is in full rce and effect. License No. Classification f_1 I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract - ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. ( DWELLING OC CUP. N\ OR ADONIS. ACC. BLDGS. I/ 3.6Q sq.ft. 266.55 NEW CONSTUL TI.OUTLET NON.RESID BRANCH CIRC ITS @ 5.00 POWER APPARATS N (USINGLE OUTLET CIR. Ex. Occup(OUTLETS OR FIXTURES 20 76 Ex. Occup. OUTLETS (RESID.)FIXED APPLNS.REA.1 I 3.00 Temporary service 15.00 Mobile Home Facilities 15.00 Misc. Wiring '15.00 SPA ELECTRIC 15.00 Permit Fee $ 315.05 WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT FiIirig Fee 15.00 Heating 2 9.00 18.00 2 SPLIT SYSTEMS Cooling g 2 6.50 33.00 Hood 6.50 6,50 Ventilation5 4.50 22.50 Permit Fee $ 95.00 Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. 1 also agree to s ve, in emnify and keep harmless the County of Butte against all Hab'li ie j dgmen s, c IS, and expenses which may in any, way accrue against id o ty in on ue nting of this permi %� Date $i nature f A mane - owner g ❑ Contractor K Agent ❑ An OSHA permit is required for excavations over 5'0" deep a d dem lit' nor construct- ion of structures over 3 stories in height. Mobile Home Installation Fee S Energy Inspection Fee $ 40,00 OCC CONST TYPE iTOTAL FEES 2981.30 HAz DFEES IMP FL 0 E cDF PARC- PD HD IssuE This permit is hereby issued under the sions of the Butte County ode and/or W7 indicat ab a which fees F PUBLIC By P EXPIRES Date applicable provi- resolutions to do j have been paid. WORKS Date�(�1T- Receipt No. 122705-837.25// 122407-20,9%015'_ WHITE-D.P.W.. YELLOW -ASSESSOR. PINK -INSPECTOR. GOLDENROD -APPLICANT M ��"�`.r+',�,�,,,,�.,c��.'^� '✓""' `tom' #_,,,y �i may. ^f -_ _/ rC1V`} yrs 'mow' ! i ; COUNTY OF BUTTE BUILDING IVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 e CORRECTION NOTICE . JD��VSow � 2 3vu 8 iv �1A1lvE(d PERMIT NO. Aroufmimspection indicates that the following violations of Butte County Ordinances exist at iffie above address and should be corrected. Please notify this office when correction of work isoonpleted-Ofyouhave any questions pertaining to this matter, or need additional explanation, please cantacl IMs office immediately. Mrlv Fa y _ Dam I&V la sr�J 7-•.�,,,.��;,ti.•'�;,=.-.a. t..�...ti_ � '. �, �-•.rte✓^'L.j7ttf��'s''�1 2.a�w�...r it, ' COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (9.16) 891-2751 7 County Center Drive, Oroville; qAt .9. 6) 538-7541 747 Elliott Road, Paradise, -CA - (916) 872-6307 Y' CORRECTION NOTICE OWNER PERMIT NO. Aroe6ie irspec6m ia0cates that die following violations of Butte County Ordinances exist at dw abode mess and should he corrected. Please notify this office when correction of work - iscon;pieced_ Uyau have any questions pertaining to this matter, or need additional explanation, please eoutw2 din affice immediately. r Date q 23'�2J Inspector FtE-/ 10192 COUNTY OF 'BUTTE - BUILDING,DIVISION DEPARTMENT OF 615 ELOP:ME'NT SERVICES 11459 Humboldt Road,, Chico, CA - (916) 891-275.1 7 Cbiwty Center :Drive, Oroville, CA - (916) 538-7541 747 Mott Road., !.Paradise, CA - (916) 872-6307 ' CORRECT ION NOTICE \lo�bVsv,v CZ�� R PERMIT NO. Ot,voa'fi - ii ffwmtes that the following violations of Butte County Ordinances exist at ' ' � afir F1 F1ssamrla'houlabe corrected. ,Please :notify this office when correction of work t. its OWm1haveaay-questions Pertaining to this matter, or need additional explanation, asatHs Office dmmediately. x llilf S 0 v60 /Uva-f'I fz/1 DSS %�v � Q�-7� D d►z 5 7`��rL f�o1�f � /�fr�ur,�ic � �� _ . Pia vv C Aw. C �Brts a �r U> () L L /QLD D yr G CL CJUh(;e t Cv l 2 l✓kr,�C�uS f'�(1�ci %y Io C•oC) 4K Ir . l (la v r 06- L U C&P', CI0tZy 1 (km _5LZ 6, ef 5 inspector s�� COUNTY OF BUTTE, .. . `BUIL-DING DIVISION._ DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 , 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE ,los �i2--vg� OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work =' is completed. If you have any questions pertaining to this matter, or need additional explanation, v please contact this office immediately. ,l- d r "Ov 6 caw u S Co rwl 6 4 VAJ-4A 17--Z3 -moi 3 I T Date i "�( / Inspector REV 10/92 A . COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET OWNERi 'f�.U��" A. No� Proposed Building Use Building Inspector Date 2r ,-) % e `. At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED BY 1. All items have been submitted . ........................................ 2. Plot plans, 3/4 sets, signed by preparer of plans . .......................... 3. Complete plans, 3/4 sets, signed by preparer of plans . ...................... 4. Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............. �rardous Material Form . ............................................ nergy Design Compliance and supporting documentation. /6-5ement of Intent for Non -Heated and A/C Buildings . ...................... Engineered truss details and layout in duplicate (required prior to plan check). .... g. Mobilehom dat a d ufacty�er's nstallatio�r instructions, 2 sets. .......... t �F es of $ G�.t'� V 5 r :� 11. pact fees as shown on attached sche ule. ............................ Califo is Department of Forestry plan approval/fees............... . 10 d elevation letter (100 year flood) by Calfornia Engineer ................... - Sanitation -.and plot plan approval �- /C. Health Department . .....:...... t!/ 15. City of Chico plumbing permit. .. ....................................... 16. Plot plan and business license approval from City of Biggs/Gridley. ............. 17. Planning approval for (A) Use: (B) Parking: . ........ ontact Land Development about (A) Improvements (B) Drainage. . At &�.191 Driveway permit (construction approval required prior to occupancy). .. ... .... O Pre -Inspection reque Pre -inspection for required. . to Building Inspector (Date) 21. Contractor's license information. (No., Name Style, Classification) . .............. 22. Certificate of Workmans Compensation Insurance . ......................... . 23=� Owner -Builder Verification (Given to owner Mail to owner ............ �4. Recorded copy of Agricultural Acknowledgement Statement . ...................� :ZE 25. Letter of signature authorization . ........................................ 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. .... . 27. Letter of intent on building use . ......................................... 28. Mobilehome utility clearance . ......................................... . 29. Documentation of legal access . ........................................ 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . ............... 31. Existing violations/expired permits . ...................................... 32. Plan check list . ..................................................... 33. 34. When yo �sgue the r it roces�ollows: Mail togwner. Mail to contractor. elephon P nd hold for pickup at ��i7 office. Deliver with inspector. Other / Parcel Creation �� /d/ Acreage Applicant Date Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submitt, 1. Index permit for above items No. 2 -Additional items required: leoey.ite%noj checked above). Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Contractor, designer, owner was advised of above required data by _ phone —mail Counter by Date Plans checked by L Date 9-/S-c%Z Plans approved by Date /(qZ .q Sets of plans on hold in File cabinet AP folder Copy - Department of Public Works TO: Building Department FROM: Encroachment Permit Section RE: Driveway Clearance owner locution AP # i Driveway permit .1�,6j has been issued for the above property. si ature date TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance Owner Location Plan Approved for: Sewage Disposal Water Supply Clearance for Is bedroom mobile home. Other F.H. USE ONLY Plot rri.„ Atlachcd �— Floor Hall Att❑chrd t • Sent to B.U./6—z —q i t A P!# Public J, Private Well —Hold- Fi-nalEfo- r-_:= �° Final clearance O.K. for: NOTE: / /c) - Im- Envir(A'mental ealth Specialist Date •F 8/92 2�l/ MAIL APA!4!'1r%P Certificate of Con�"rm_mance, Certificate N° 14474 THE UNDERSIGNED MANUFACTURER HEREBY CERTIFIES that the structural wood products Identified below and marked with a collective mark of American Wood Systems (AWS) were man- ufactured in accordance with the specifications indicated below. D ANSI Standard A190.1-1983, for Structural Glued Laminated Timber ❑ NER 267 Job Name Job Location Customer's Order No Signature Company. SE CA WESTERN BUYERS INC. WB -22460 . ELK GROVE, CALIFORNIA Date 11-13-92 Mfgr's Order No. 09-00856 CORP. Address Tide QUALITY CONTROL SUPERVISOR P. 0. BOX 50 Date BOISE, IDAHO 83728 :? ITIS -HEREBY CERTIFIED that the,structural glued larni� gated timber production of.the above-named manufacturer which carries a collective mark -of American Wood Systems (AWS) is subject to regular .audit by American Wood.Systems, such audit consisting of the inspection with reasonable frequency { of the manufacturing process, with adequate sampling to verify the quality of glulam construction and i the adequacy of glue bond. •'' W00 ''• • p ti� �r Q�?ORq •• tip �j / /fC_ ( 3�J�C//�� b SEAL `� i y Michael R. O'Halloran Executive Vice President IF ygSH ING-%�e.•• AMERICAN WOOD SYSTEMS — A RELATED CORPORATION OF P *RICAN PLYWOOD ASSOCIATION MAk g • AftLLC,UUL..ei6t..V� lTui' TO CERTIFICATE OF:CONFORMANCE NO. 14,474 'DATED Job Name WESTERN BUYERS INC. -' r Job Location ELKL GkUVE, CALIFORNItt Customer's Order No. WB -22460 • ' � Dated 11-13-92 Mfgi's Order No. 09-00856 The following identifies,the members and gives the basic specifications that were used on this job: Lumber O^pecies: DOUCL .AS FI R/LARCH Mem'ber' Adhesive Appearance Identification Quantity Size Combination Type Grade Camber. r *** SEE ATTACHED -ORDER ACKNOWLEDGMENT'FOIL EXACT SPECIFICATIONS. *** BOISE CASCADE CORPORATION Company Quality Co upervisor Date AMERICAN WOOD SYSTEMS — A RELATED CORPORATION OF AMERICAN PLYWOOD ASSOCIATION Boise Cascade ACKNOWLEDGMENT - Timber and Wood Products Group ';' CUSTOMER ORDER DATE PAGE -GRDERANVOICE NO. P.O. BOX 62 BOISE, IDAHO 83707-0062 11/13/92 1 09-00856700 TERMS ^-' CUSTOMER ORDER NO. ORDER DATE F.O.B. - S '`O WEEK OF FREIGHT PREPAID llr92 COPIES TO: G CRANDLEMIRE �'-.,........... rte`' ROUTE: CALIFORNIA LOAD: LEGAL COMMON CARRIER TRUCK SPECIAL INSTRUCTIONS- ---- SPECIFICATIONS ---- *DOUGLAS FIR/LARCH *EXTERIOR GLUE *STRESS 2400—F V-4 *ARCHITECTURAL APPEARANCE — S3S *INDIVIDUAL WRAP *ENDS & SIDES SEALED *A. P. A. /E. W. S. CERTIFIED *ONE END SQUARE ONE END WILD *ZERO CAMBER' *NO SHOP DRAWING * * * *ANSI A190.1-1983 REPLACES VOLUNTARY PRODUCT STANDARD PS 56—.73. * f . Boise Cascade ACKNOWLEDGMENT Timber and Wood Products Group f CUSTOMER ORDER DATE PAGEORDERA NVOICE N5 P.O. BOX 62 • BOISE, IDAHO .83707-0062. 9, 11/13, 2 09-00856-00 rFERMS J�CUSTOMER ORDER NO. ORDER DATE 2% CD ADF-15 DAYS,NET 16 DAYS ADTan 7 —11/13/92 F.O.B. Sfi ,P WEEK OF FREIGHT PREPAID �1`;'^/92 COPIES TO: PCS MARK SIZE EST. LENGTH CUSTOM WGHT ARCHITECTURAL BEAM 40 72 1 A- 3-1/8 X 15 X 6' 145 140 CAMBER: ZERO 253 250 1 B 3-1/8 X 15 X 7' CAMBER: ZERO 1 C 3-1/8 X 15 X 12' CAMBER: ZERO 1 D 3-1/8 X 15 X 21' CAMBER: ZERO 1 E 5-1/8 X 15 X 25' CAMBER: ZERO MILL AMOUNT FREIGHT MISC CHG MILL DELV BDFT TOTAL EST. PRICE PRICE / PC RDFT WGHT 40 40 72 47 47 85 80 80 145 140 140 253 250 250 453 TOTAL BOARD ESTIMATED AMOUNT PIECES FOOTAGE WEIGHT r 5 557 1,008 ENGINEERED OD SYSTEMS ' T t Attachment -Num. ber 2 TO CERTIFICATE OF CONFORMANCE NO. 15.474 DATED/.- 25-9 Job Name WESTERN BUYERS INC. Job Location ELK GROVEi CALIFORNIA Customer's Order No. WB -22460 Dated 11-13-92 Mtgr's Order No 09-00856 The following gives the additional specifications that were used in the manufacture of the members on this job: 1. Lumber Species DOUGLAS FIR/LARCH Grading rules WCL1B #16 Paragraph 154 thru 154C Grades 22T L1 L2D L2 L3 Slope of grain 1:16 1:14 1:12 1:08 2. Moisture Range Content 3. End Joint 4. Adhesive 8-11% Variation per member 5% HORIZONTAL FINGER JOINT Conforms to . ASTM 2559-82 Type PENACOLITE R-300 5. Gluing Pressure 100 psi minimum Glue spread 60 lbs. specifications. Batch No. 1394 Pressure Period 12 hours minimum 6. Fabrication Conforms to specification of ANSI Standard A190.1-1983 BOISE CASCADE CORPORATION Company M' uality Co Supervisor . -��-� 5 - Date Date AMERICAN WOOD SYSTEMS — A RELATED CORPORATION OF AMERICAN PLYWOOD ASSOCIATION MEMO To FIELD INSPECTOR Permit �2 - �44,- .Date A.P. No. /L 4-1 14-8 Applicant: `IOHNSOW To: Field Inspector: I co From: j3os KE MH Subject: 1JV1NDav�lS PrT G/Fz�%ULpFt S�;o.lR�IP.`( ,. IF= F3oTToM F,j-l--CZ wt -r" °GCN-rJZ-.fsGTC7V7, Insulation Certificate IF -S • Nw+►DaL,d3tnu �� ^9► C S�Ddlnila► � �--�LotlTiwOu—�� Description of Installation P=F �� 8csnd Nine is+dcnc:s � `� 'tiDumal R w • ,~1fe. bmQCBkUi Tlrpe FIBERGLASS 8cusdNaa�a CER Ukbm (mks) /,.2_ Ti=t Rest== � LOOS NITYX TNSnT.csDo TTI Bt�odNem� CPR �csoe's NNiawa latnlied p EX 's�odret�tper�gva�ra. roac5cirs'I�1R) WALL - Unam cLAss RAMD F=R °-PTAme IMM&cERTAINTE£D • • �� ' � ibc+rmslRts;stsoca �Yalaa) SMFMR Enad Nurse a ' sC°+cbGs) 7bealw R+ahmme �•Yalws) FOUNDATION WALL 1int�+at FIBFRCT.Acc NeirANwe CERTAItdTEEe mss) 'ZbaQgRaimme9 Valve) --- Dedamuon t 1 dnt tAe above 18t g DwV Um as* 1w in rc Ousldlaa st>Ba sbo�ro IocadOa tam p caaro�►slua,�t�Acwra1aautaltn�ildJapoonulnodlATitla24vimo • t +ICmws ' . COUNTY OF BUTTE - DEPARTMENT OF -PUBLIC WORKS PERMIT NO. 7 County Canter Drive - Orovillet California 95985 - Telephone: 91fl.'S39-7541 APPLICATION AND PERMIT 16937!5,60117 W141JIA — — BUILDING PERMIT eN R , K [ MONS• , FT. OCC. BUILDING VALU ' a e, WILING AooR¢as DNTRwG OR• M Ti EP ON Fie ce T R• HILI GAO R 3 DN3TR CTION LBND6R UNKNOWN Total Valuation S Filing Fee g 15.00 EWOER•3 MAILING ACORE33 Permit Fee s 35 $ RGNIrtCT OR ENGINEERLICBNaE NO. Plan Checking Fee 7 f Energy Plan Checking Fee I R CMI Tfa:GT OR BN42I1419ER•3 MAILING A00RE33 "Penalty S UILOING AOORE33 , /- / /1ot Z. f e �gQ PLUMBING PERMIT Filing Fee 1!5'0017 � C. U Each Trap 5.00) Solar or heat pump water heater 20.00 OT N SUB01V1310 }AME / PARCEL MAP / ( a � - 9o—J 3 - Water piping .7.00 e-� Each oas water heater or vent 7.00 USE OF STRUCTURE F Duplex❑ Mobilehome❑ Other 7 SPECT RY Gas piping system 1 - 5 outlets 5.00 ", OG Building sewer I 15.00( 0 Mobile Home S G W @ 15.00 I TYPE OF WORK Iew1k. Addition ❑ Remodel tlllties/O -Installation[) Other C3 )escribe work: `'!� / Permit Fee $ ContractorALI I ELECTRICAL PERMIT Filing Fee 15.00 - SOOV Main service 200A OR LESS OR LESS 200A Mair, service 20GATO IOOOA, 18.50 37.50+ CONTRACTORS LICENSE LAW declare under penalty(P of perjury ry (Check One): er u I am. licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License .Jo. Classification ❑ 1, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner. am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. Business and'Professions Code for this reason NEW CONST. / OWELLING O1�yPa OR A0ON3. \ ACC. Blocs. Ld 3.6s soft. NEW CONST R. ' • LOU LcT VON.RE3Ia. 9RANGFI f•tRG 'IT! @ 5 OO ) /_ CGS POWER APPARATUS e ( SINGLE OUTLET CIR. I Ex. OCCUO( OUTLETS OR RIXTURES R4O 76a Ex. R 1 Occup. OU LFIXEETS REs10.1 EA.! 1 3.001 1 Temporary service I 15.00 I Mobile -Home Facilities 15.00 Misc. Wiring 15.00 I Permit Fee Contractor $ / Sig WORKMEN'S COMPENSATION INSURANCE declare under penalty -of perjury (check one):. ❑ .The permit is for $100.00 (valuation) or less. ❑ Ihave placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or .a Certificate of Consent to Self -Insure. fJ 1 shall not employ any person in any manner so as to become subject to the W. C. laws of California. dotice to Applicant: If after making this statement, should you become subject 0 the W. C. provisions of the Labor Code. you must forthwith comply with such irovlsions or this permit shall be deemed revoked. certify that I have read this application and state that the above- information s correct. I agree to comply to all County Ordinances and State Laws relating o building construction, and hereby authorize representatives of the County of iutte to enter upon the above-mentioned property for inspection purposes. also agree to save, indemnify and keep harmiess the County of Butte against 111 H 'lities. judgments, costs, and expenses which may in any way eCcrue galsaid County in consequence of the granting of this permit. / MECHANICAL PERMIT FiIingFee 15.00 Heatingli Z! 1 oil ' Hood 6.50 r Ventilation. permit Fee $ Contractor Mobile Home Installation Fee S Ener Inspection Fee d 3 9Y o S 91- ti v occ . CONST TrPt TOTAL F I/ "ALTO -FEES IMP [OWOF i I S :711r_1o IssuE e Date signature of Applicant — Owner ❑ Contractor G . Agent In OSHA permit is required for excavations over 5'0" deep and le rnolitton or construct. on of structures over ] stones in height. 7 —7 1 r/ — 1 0 ---p This permit is hereby issued under the applicable provi- sions of the Butte County Code and/or resolutions to do work indicted aoove for which fees have been paid. DIRECTOR OF PUBLIC WORKS By Date I 0 ZzD L Z�40o 41-5'� 3 COUNTY OF BUTTE -DEPARTMENT OF PUBLIC WORKS PERMIT NO. 7 County Center Drive - Orovlller Callfbrnla 95885-„Tel,Qphone: 918.'538-7541 APPLICATION AND PERMIT ASS a21 AR NUM Z BUILDING PERMIT owN n �`-V"'� IkA T iPMONfi SO. FT. OCC. BUILDING VALUAT N OwNeR*S MAILING ADDRESS CONTR AC OR M CO D Ri5WIVR S Fi a lace COmSTRIUCTION LENDER UNKNOWN Total Valuation $ Filing Fee $ 15.00 LENDER'S MAILING AOORE33 Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee - $ / ARCHITECT OR ENGINEER'S MAILING AOOREss enal ty $ BUILDING ADDRESS ./. r t e $ PLUMBING PERMIT Each Trap Filing Fee 15.00 7 5.001 (, Solar or heat pump water heater 20.00 LOT P4/. SUBDIVISI�O/-��JAME,L PARCEL MAP 0 �7 , ��—J Water piping .7.00 <� Each qas water heater or vent 7-001 Je4,1,36 �,/ USE OF STRUCTURE SF L� Duplex❑ Mobilehome❑ Other 7 ' SPECIFY Gas piping system 1 - 5 outlets 5.00 'P p(j Building sewer 15.0077. DO Mobile Home S I G I W @ 15.00 TYPE OF WORK New Addition❑ Remodel -Utilities(—] Installation❑ Other ❑ Describe work' Permit Fee S Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 200A OR LESS Main -service 20cA TO IOOOAI 18-501 44(�721 37.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ 1 am. licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect.SINGLE License No. Classification ❑ 1, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner° am exclusively contracting with licensed contract- ors. (Sec. 7044) ' ❑ I am exempt under Sec. Business and Professions Code for this reason NEW CONST, / DWELLING OCCUP.A\ OR AOONS. l ACC. SLOGS. 3.6d soft. NEW CONSTFL UL • I.OUTLET NON.RSSIO. SPANCH r'IRC 'ITS @ S.00 POWER APPARATUS e OUTLET CIR. ) Ex. OCCup(cl)TLETS OR FIXTURES 120 760 1 RA F- XEO APPLN5. OR Ex. Occup. OUTLETS (RE51o.1 EA.) 1 3.001 Temporary service 15.00 Mobile,Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee Contractor $ { WORKMEN'S COMPENSATION INSURANCE I declare under penalty -of perjury (check one):. ❑ .The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or.a Certificateoil ❑Trd of Consent to Self -Insure. 1 shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code. you must forthwith comply with such provisions or this permit shall be deemed revoked. I certify that I have read this application and state that the above- information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments. Costs, and expenses which may in any way accrue aqainst said County in conseauence of the arantino of this permit. / MECHANICAL PERMIT Filing Fee 15.00 Heating { Hood 6.50 Ventilation_ pertnit Fee $ L.22.ntractor Mobile Home Installation Fee $ Ener Inspection Fee 9Y $ o OCC CONST TYPE TOTAL F $ , i ItALTO FEES i I IMP F 0 COF I PARCE} et0 ISSUE I / Date J O 7 Signature of Applicant — Owner ❑ Contractor Cj _ Agent An OSHA permit isreQuired for excavations over 5'0" deep and :on of structures over 3 stones In height. tion or construct. This permit is hereby issued under the applicable provi- sions of the Butte County Code and/or resolutions to do work indicted above for which fees have been paid. DIRECTOR OF PUBLIC WORKS By Date receipt No. `� C/S I PERMIT EXPIRES Date wwl r[•O. ►. w., rCLLOw-Ase[DeOw, wlMw-�w sr[cTOw, GOLD[wwOD- •�llcAwr �a�� c� 153 Gr/( �� y �• 1 _�� 0 ItOUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS - BUILDING DIVISION. 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (916)5387541 PROPOSED BUILDING USE A. P. NO. DATE It/zc. # DATE REC �tl. School Distric Fees (paid at District Office) ..... 2. Sheriff Fees (paid at Building Department) Residential .......... unit amt. Commercial(per sq.ft.) R =$ sq.ft. amt. ZY 3. Urban Area Fees (paid at Building Department Residential (per unit) X =$ # units amt. Commerical(per sq.ft.) X _$ sq.ft. amt. 4/-4--- Recreation District Fees 4 ,4 v (paid at District Office) 93�1�Cv /6 127 Zeo"5. Drainage District Fees �% `� (Contact Land Development) 6. Other - 7. Other " /o Z7 y�z At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. APPLICANT DATE74� P, r Return to DFW AGRICULTURAL STATEMENT OF ACKNOWLEDGEMENT * , FOR RESIDENTIAL DEVELOPMENT Section 26-8.1 of the Butte County Code -,requires this acknowledgement -� be recorded prior'to issuance' of a building permit. 92-049264 The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort arising from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural zones which have as a priority use for productive agricultural purposes, and residents within said zones and on adjacent property should be prepared to accept such inconvenience or disconform from normal, necessary farm operations. All that real property situate in the County.of Butte, State of California, described as follows: LEGAL DESCRIPTION ATTACHED.HERETO AS EXHIBIT "A" AND BY REFERENCE MADE :"A PART HEREOF Date: October 23, 1992 State of CALIFORNIA County of . BUTTE . On this the 23rd day of October , 19 92 , before SS. me, the undersigned Notary Public,.personally.appeared BARRY K. JOHNSON �,g�pa�wgmgroaia�lW / Personally known to me. AW Proved to me on the basis of satisfactory evidence. vow- o 1be the person(s) whose name(s) is subscribed to S he within instrument and acknowledged that he xecuted the same for the purposes therein contained. IN 14ITNESS WHEREOF, I hereunto set my hand and official seal. pfflC1AL SEAL �' JIJIJANNE PETERS twmnraueuc-amu+ WM COUIM My Comm. Expires Feb. 16, 1995- 9 _,.:;�� ✓ �.•r.3...,.•• � T.T.. r .� .-.. D • . S. T ... Present A.P. No. 011-410-148 EXHIBIT "A" DESCRIPTION All that certain real property situate in the County of Butte, State of California, described as follows: PARCEL A: Lot 1, as shown on that certain map entitled, "THE BLUFFS AT SPANISH GARDEN", which map was filed in the office of the Recor- der of the County of Butte, State of California, on July 19, 1985 in Book 100 of Maps, at pages 52, 53, 54, 55 and 56. . EXCEPTING THEREFROM a 1 foot no access strip located along the Southerly boundary of the above described parcel of land as dedi- cated to the County of Butte, and as shown on the above referenced map. PARCEL B: An easement for ingress and egress over and across Spanish Garden Drive and Alm Bluffs Drive as shown on the Map entitled, "THE BLUFFS AT SPANISH GARDEN", which map was filed in the office of the Recorder of the County of Butte, State of California, on July 19, 1985 in Book 100 of Maps, at pages 52, 53, 54, 55 and 56. EXCEPTING THEREFROM all that portion lying within the bounds of Parcel A. ��..ST;,1^-�j�T+`b47asY{('lS7w�`y'S3fiYki��S'`�'4lVYf-"`a a.�.�ymg.no^'V/-'.�.T..�:9¢ �kyriwvia�.�rvarrwr�n7q[�rF'�!'tny?i?'En'i"W+t;�pR"rw""�.".""'+:C�"'RO�va-ryww.ivp""t'"'�.,"ri�wK..ai.ti.rjv.„;cxe.�ryL,SUSr.Y.�ry + BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFI.CATION'FORM (One Form Per Building) School District V S Building Departure t No. A.P. Number — y �' Jurisdiction 0 City County Property Owner Property Location/Address Subdivison Residential Development No. of Living MHI Units Lot No. 0 Sq. Footage Addition (Group R) Commercial/Industrial" 0 Sq. Footage New Addition (Including Exterior Roofed Areas) A0 /,z -�� 7 /1z �; Z Date (Floor Plans reviewed by School District Personnel) District Identification No. 30 / �;b School District certifies thatje,�(WTYI� '- A de62�. — (Applicant) (Street Addre (Phone Number) (City) (State) (Zip Code) has complied with the requirements of Resolution No. _ 19j- % by payment of $ representing (0 q 'y� square feet. School District Repre Paid by Check Number Bank Number Paid by Cash /Old Date a Remarks: If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is .notified by the applicable, Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district), feeformmkl (4/92) 05AR� .'Fi rif BUTTE COUNTY PARKS DEVEI.OPHENT FES CERTIFICATION FORM CHICO AREA RECREATION AND PARK"DISTRICT Assessor Parcel Number(s) Property OwnerAlry"d1 Project Location/Address 114 Subdivision Lot Number(s) Residential Development: (check one) X,New Development _Alteration/Addition Mobilehome.(s) _Non -Residential ` to Residential Total Number of Dwelling Units Comment: �r�r�r�r,��r�r��r�r�r�r�r�r�r�rvr�r�r�r�c,r�rx�rw�rrrw�r�r�r�rrr,r*,r�r�r�r,rx�r�r,r��r�r�r�r�r�r�r��r�r�r�r�r�r�r�r�r�r�c�r�r�r�r*�r�r�r�r Chico Area Recreation and Park District(CARD) certifies that olnh&r)gn q-58-15' (Applicant Name) (Phone Number) (Street Address) (City) (State) (Zip Code) has complied with the requirements of Butte Co. Resolution No.. 90-140 by payment for dwelling units @ $1,189 for total payment of $tj 9.aU- C-,/� qW/4 /7 -A -K CARD Representative PAID BY CHECK NO. REMARKS: BANK NO. PAID BY CASH( �^ RECEIPT NO. 6000 (J� Distribution: White --Applicant Pink --CARD park.fee (form revised 11/90) ID12-7/9; Date d� Yellow --Butte Co. Building Dept. Goldenrod --City of Chico•Building Dept. OWNER Jot-1NSON RESIDENTIAL PLAN CHECKING GUIDE (S.F., DUPLE)C & MISC. ONLY) 8/91 Bldg. Permit # 92-'30q£-3 A'. P. # //- - 142S Plan Checker c?219 GJENE/RAL Iv� ning requirements: (sideyards and number of 7Y Valuation. GoR�Ec'rE� 3e---fians signed by designer. 4. Proper description of work on application. C'� xi ng violations on property. permitted living units). 6. terns on data -sheet. (W.C., fees, Health, Developer Fees, License law, etc). ceded notice of violation. PLOT PLAN �Gomplete parcel. size and dimensions. 2. Setbacks, sideyards, easements, etc. 3�Other buildings or structures. 4/Grading, fills, drainage. od hazard. 6 Spial conditions on creation map, stible, and foundations). FAU & FAS road setback. (noise, CDF, fire sprinklers, non -comb - 8 Building or utilities across lot lines (Record form). FLOOR PLAN - - Y��p6 ete to scale plan with dimensions:,: ` Y. quired windows for light and ventilation (Sec. 1205), 3. �quired windows for `Second` exit (Sec. 1204).-:' " ti(/ S�Yl-rohts (Chapter 34 & Sec. 5207). 911'Hu!n �impact ;lass (Sec. 5406). squired room sizes, ceiling heights (Sec. 1207). 7L--@`F`CIs in baths, garage, kitchen, and exterior outlets (Article 210-8). gh� ,fixtures, switches, receptacles, and exterior receptacles for main - t nce of mechanical equipment. 9 Locations of water heater, heating and cooling equipment, other electrical r s equipment. 1r rage 'rewall, door size, and closer (Sec. 503(d)(3)). 3'0" exterior exit door (sec. 3304 (f). 1 Fri ace and wood stove location, alcoves, and clearance. 1 ioke detectors (Sec. 1210). 1 . Plumbing fixtures, water closet clearances and shower size. STRUCTURAL DETAILS RU Y Standard bracing or engin ered design (Table 25V) Unusual shape, size, or split level.house requiring lateral design. Clerestory requiring balloon framing and/or engineering. �ree-S`Eory building requiring engineered calculations and plans. da ti plan complete enough to construct building. 6 oor construction details complete enough to construct building. ��levations and wall construction details complete enough to construct building 8' Roof construction details complete enough to construct building. a. --F� ace construction details and talcs if necessary, 10�'Aafter ties or bearing ridge beam. arage door or porch header sizes. e St d heights. 1 dobe soils - special foundation design. Retaining walls requiring design. 15. Special Inspection required. 8/91 RESIDENTIAL PLAN -CHECKING GUIDE MISCE LLANEOUS ITEMS TO LOOK OUT FOR 14-` tairway details: landings, rise and run, head clearance, handrails 3306). uardrail details (Sec. 1711 & 3306(j). F ick o- stone veneer (Chapter 30). 44 -Exterior plaster - weep screeds (Sec. 4706). 5k---f-roper roof pitch for roof convering (Chapter 32). 6�of covering type - (fire hazard). insulation - protection. �.6" halls and stairways. S� Living -area over garage - complete 1 -hour separation required on garage side including supporting walls and posts, etc. o-eA.L on three-story dwellings (sec. 3303 & see Mezannines - 1716). access and ventilation (Sec. 3205). 1 Oerf;oor access and ventilation (Sec. 2516). 18!Comb 'on air for fuel burning appliances - L.P.G. requirements. equirements on duplexes. nergy design. 1 Flashing at all exterior openings. Flashing at area requirements. 9-3-9z A4--rN Si -/&;:ET" 4 CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R Project Title.......... The Johnson Residence Date........ 10/02/92 Project Address........ Lot 1 Spanish Gardens Chico, Ca. Documentation Author... Marty Runnells Com an .............. Energy Calculation Svcs. Telephone .............. (916) 894-8466 Compliance Method...... MICROPAS3 by Enercomp, Inc. Climate Zone........... 11 Field Check Date MICROPAS3 v3.11 File -92239B Wth-CTZ.11 Program- FORM. CF- 1R User#-MP1333 User -Energy Calculation Svcs. Run -6237 S.F. Res. -Base Case GENERAL INFORMATION Conditioned Floor Area..... 6237 sf Building Type.............. Single Family Detached Building Front Orientation. Front Facing 180 deg (S) Number of Dwelling Units... 1 Number of Stories.......... 2 Floor Construction Type.... Raised Floor (Package E) Infiltration Control...:... Standard BUILDING SHELL INSULATION Component Insul Type R -value Location/Comments Wall R-11 FRONT, LEFT, TO GARAGE, BACK, RIGHT Door R-0 FRONT, TO GARAGE, BACK Roof R-30 ATTIC, VAULTED Floor R-19 RAISED FLOOR F1oorExt R-19 ABOVE GARAGE, BED 4/MSTR BTH Wall R-0 SEPERATION WALL, OPEN AREA Floor R-0 SEPERATION FLOOR GLAZING Glazing Area # of Interior Exterior Framing Orientation (sf) Panes Shading Shading Overhang Type Window Front (S) 282.1 2 drapes 50% BUG SCREEN None MetalMul Window Right (SE) 12.0 2 drapes 50% BUG SCREEN None MetalMul Window Front (SW) 12.0 2 drapes 50.E BUG SCREEN None MetalMul Window Front (S) 66.6 2 drapes ]Kfbne Yes MetalMul Window Left (W) 93.6 2 drapes 5Cdg BUG SCREE14 Yes MetalMul Window Left (W) 12.0 2 . drapes 5'0$ BUG SCREEN None MetalMul Door Back (N) 28.0 2 drapes None Yes Wood Window Back. (N) 63.3 2 drapes 50% BUG SCREEN Yes Metal Window Left (NW) 24.0 2 drapes 50% BUG SCREEN None MetalMul Window Back (N) 107.8 2 drapes 50% BUG SCREEN None MetalMul :;Window Back. (NE) 24.0 2 drapes 50% BUG SCREEN None MetalMul Door Back (N) 37.0 2 drapes None None Wood Window Back (N) 188.0 2 drapes 50% BUG SCREEN None Metal Window Left (NW) 24.0 2 drapes 50% BUG SCREEN Yes MetalMul 'Window Back (NE) 24.0 2 drapes 50% BUG SCREEN Yes MetalMul Window Right (E) 36.0 2 drapes 50% BUG SCREEN None MetalMul Window Right (E) 33.0 2 drapes 50% BUG SCREEN None Metal Skylight Left (W) 6.0 2 None None None Metal Skylight Right (E) 6.0 2 None None None Metal CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF-1R Project Title.......... The Johnson Residence Date........ 10/02/92 MICROPAS3 v3.11 File-92239B Wth-CTZ11 Program-FORM CF-1R User#-MP1333 User-Energy Calculation Svcs. Run_ 6237 S.F. Res.-Base Case Type InteriorHorz InteriorHorz InteriorVert InteriorHorz THERMAL MASS Area Thickness Hard Surfaced/ (sf) (in) Exposed 815 1.0 Yes 134 4.0 Yes 215 1.0 Yes 18 1.0 Yes Location/Comments ASSUMED HVAC SYSTEMS ENTRY/DINING/NOOK HEARTH INC. GRANITE TUB/SHOWER ENCLOSURES SHOWER Duct Duct Location R -value Crawlspace Assumed Assumed System Efficiency Gas 0.860 SE AirCond 8.90 SEER Gas 0.856 SE AirCond 8.90 SEER ENTRY/DINING/NOOK HEARTH INC. GRANITE TUB/SHOWER ENCLOSURES SHOWER Duct Duct Location R -value Crawlspace R-2.1 Crawlspace R-2.1 Attic R-2.1 Attic R-2.1 ACTUAL HVAC SYSTEMS Actual Output Manufacturer and Model # Actual System Efficiency (Btuh) (or approved equal) Heating Cooling Cooling Coil CEC Maximum output for Gas Central Furnaces: 234712 Btuh System Type Storage, Gas WATER HEATING SYSTEMS Tank R-12 or # of Vol Greater Manufacturer and Model # Heat (gal) Blanket (or approved equal) 2 47.5 Yes SPECIAL FEATURES/REMARKS Zones are defined to area weigh HVAC and duct efficiencies. No zonal control credit is taken.. Energy Credits None Page 3 CF -1R CERTIFICATE OF COMPLIANCE: RESIDENTIAL g Project Title.......... The Johnson Residence Date........ 10/02/92 MICROPAS3 v3.11 File -92239B Wth-CTZ11 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Svcs. Run -6237 S.F. Res .7Base Case COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title 24, Chapter 2-53 and Title 20, Chapter 2, Subchapter 4, Article 1 of the California Administrative code. This certificate has been signed by the individual with overall design responsibility and the building owner, who shall retain a copy of it, and transmit the certificate to any subsequent purchaser of the building. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, all building conservation features which vary are indicated in the Special Features/Remarks section. DESIGNER Name.... Steve Schuster Company. Address. Phone... License. Signed date DOCUMENTATION AUTHOR Name.... Marty Runnells Company. Energy Calculation Svcs. Address. 1907 Mangrove Ave. Ste D Chico, CA 95926 Phone... (916) 894-8466 Signed. a e Name.... Company. Address. Phone... OWNER Mr. & Mrs. Johnson Signed date Name.... Title... Agency.. Phone.. Signed ENFORCEMENT AGENCY MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 1 MF -1R ' t Title.. The Johnson Residence Date........ 10/02/92 ProJec .••••••• Project Address........ Lot 1 Spanish Gardens Chico, Ca. Documentation Author... Marty Runnells Company ................ Energy Calculation Svcs. Telephone .............. (916) 894-8466 Compliance Method...... MICROPAS3 by Enercomp, Inc. Climate Zone........ .. 11 Field Check Date MICROPAS3 v3.11 File -922398 Wth-CTZ11 Program -FORM MF -1R User#-MP1333 User -Energy Calculation Svcs. Run -6237 S.F. Res. -Base Case Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as binding minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES Design- Enforce- er ment * 2-5352(a): Minimum ceiling insulation R-19 weighted average. ✓ 2-5352(b): Loose fill insulation manufacturers labeled R -Value. V11 * 2-5352(c): Minimum wall insulation in framed walls R-11 weighted average (does not apply to exterior mass walls). 2-5352(k): Slab edge insulation - water absorption rate no greater than 0.3%, water vapor transmission rate no AA greater than 2.0 perm/inch. 2-5311: Insulation specified or installed meets CEC quality ✓ standards. Indicate type and form. 2-5352(f): Vapor barriers mandatory in Climate Zones 14 and 16. /J/14 2-5317: Infiltration/Exfiltration Controls a. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. V-1 Doors and windows certified. c. Doors and windows weatherstripped; all joints and penetrations caulked and sealed. 2-5352(e): Special infiltration barrier installed to comply with Sec. 2-5351 meets CEC quality standards. 2-5352(d): Installation of Fireplaces 1. Masonry and factory -built fireplaces have: a. Tight fitting, closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 2 MF -1R Drninnf T;+-iP---------- The Johnson Residence Date........ 10/02/92 MICROPAS3 v3.11 File -922398 Wth-CTZ11 Program -FORM MF -1R User#-MP1333 User -Energy Calculation Svcs. Run -6237 S.F. Res. -Base Case HVAC AND PLUMBING SYSTEM MEASURES Design- Enforce- er ment 2-5352(8) and 2-5303: Space conditioning equipment sizing: attach calculations. 2-5352(h) and 2-5315: Setback thermostat on all applicable heating systems. * 2-5316(a): Ducts constructed, installed and insulated per Chapter 10, 1976 UMC. 2-5316(b): Exhaust systems have damper controls. 2-5314(c): Gas-fired space heating equipment has intermittent ignition devices. 2-5314: HVAC equipment, water heaters, showerheads and faucets certified by the CEC. 2-5352(1): Water heater insulation blanket (R-12 or greater) for storage and backup tanks for solar water heating systems (first 5 feet of pipes closest to tank insulated to R-3 or greater). 1% 2-5312(Exception I): Pipe insulation on steam and steam A condensate return and recirculating piping. 2-5318(d): Swimming Pool Heating 1. System has: a. On/off switch on heater. b. Weatherproof instruction plate on heater. c. Plumbed to allow for solar. 2. 75 percent thermal efficiency. 3. Pool cover. 4. Time clock. 5. Directional water inlet. LIGHTING AND APPLIANCE MEASURES Design- Enforce- er ment 2-5352(j): Lighting - 25 lumens/watt or greater for general lighting in kitchens and bathrooms. 2-5314(c): Gas fired appliances equipped with intermittent ignition devices. 2-5314(a): Refrigerators, refrigerator -freezers, freezers and fluorescent lamp ballasts certified by the CEC. COMPUTER METHOD SUMMARY Page 1 C -2R Project Title.......... The Johnson Residence Date........ 10/02/92 Project Address........ Lot 1 Spanish Gardens Chico, Ca. Documentation Author... Marty Runnells Company ................ Energy Calculation Svcs. Telephone .............. (916) 894-8466 Compliance Method...... MICROPAS3 by Enercomp, Inc. Climate Zone...:....... 11 Field Check Date MICROPAS3 v3.11 File -92239B Wth-CTZ11 Program -FORM C -2R User#-MP1333 User -Energy Calculation Svcs. Run -6237 S.F. Res. -Base Case MICROPAS3 ENERGY USE SUMMARY Energy Use (kBtu/sf-yr) Space Heating.......... Space Cooling.......... Water Heating.......... Total Standard Proposed Compliance Design Design Margin 27.34 21.72 5.62 15.59 18.88 -3.29 3.27 4.58 -1.31 46.20 45.18 1.02 *** Building complies with Computer -Performance *** GENERAL INFORMATION Conditioned Floor Area..... 6237 sf Building Type.. ..... ... Single Family Detached Building Front Orientation. Fron, Facing 180 deg (S) Number of Dwelling Units... 1 Number of Building Stories. 2 Weather Data Type.......... ReducedYear Floor Construction Type.... Number of Building Zones... Conditioned Volume......... Footprint Area ............. Slab -On -Grade Area......... Glazing Percentage......... Average Ceiling Height..... Raised Floor (Package E) 2 69070 cf 4506 sf 0 sf 17.3 %, o f FA 11.1 ft BUILDING ZONE INFORMATION Floor # of Vent Special Cond- Area Volume Dwell Thermostat Height Vent Area Zone Type itioned (sf) (cf) Units Type (ft) (sf) LOWER Residence Yes 2906 35830 0.47 Setback 8.0 n/a UPPER Residence Yes 3331 33240 0.53 Setback 8.0 n/a COMPUTER METHOD SUMMARY Page 2 C -2R vrnicni- TifiiA.......... The Johnson Residence Date........ 10/02/92 MICROPAS3 v3.11 File -92239B Wth-CTZ11 Program -FORM C -2R User#-MP1333 User -Energy Calculation Svcs. Run -6237 S.F. Res. -Base Case OPAQUE SURFACES Area U- Insul Act Solar Location/ Form 3 Surface (sf) value R-val Azmth Tilt Gains Comments Reference LOWER 1 Wall 453 0.098 R-11 180 90 Yes FRONT None 2 Wall 153 0.098 R-11 135 90 Yes FRONT None 3 Wall 153 0.098 R-11 225 90 Yes FRONT None 5 Door 26 0.330 R-0 180 90 Yes FRONT None 6 Wall 97 0.098 R-11 270 90 Yes LEFT None 7 Wall 376 0.098 R-11 270 90 No TO GARAGE None 9 Door 20 0.330 R-0 270 90 No TO GARAGE None 10 Wall 441 0.098 R-11 0 90 Yes BACK None 11 Wall 31 0.098 R-11 315 90 Yes BACK None 12 Wall 31 0.098 R-11 45 90 Yes BACK None 13 Wall 33 0.098 R-11 0 90 No TO GARAGE None 17 Door 14 0.330 R-0 0 90 Yes BACK None 18 Door 9 0.330 R-0 0 90 Yes BACK None 19 Door 11 0.330 R-0 0 90 Yes BACK None 20 Door 9 0.330 R-0 0 90 Yes BACK None 23 Wall 515 0.098 R-11 90 90 Yes RIGHT None 25 Roof 101 0.033 R-30 0 0 Yes ATTIC None 26 Roof 750 0.033 R-30 0 29 Yes VAULTED None 30 Floor 2906 0.037 R-19 0 0 No RAISED FLOOR None UPPER 4 Wall 690 0.098 R-11 180 90 Yes FRONT None 8 Wall 450 0.098 R-11 270 90 Yes LEFT None 14 Wall 555 0.098 R-11 0 90 Yes BACK None 15 Wall 12 0.098 R-11 315 90 Yes BACK None 16 Wall 12 0.098 R-11 45 90 Yes BACK None 21 Door 11 0.330 R-0 0 90 Yes BACK None 22 Door 9 0.330 R-0 0 90 Yes BACK None 24 Wall 245 0.098 R-11 90 90 Yes RIGHT None 27 Roof 2659 0.033 R-30 0 0 Yes ATTIC None 28 Roof 468 0.033 R-30 270 42 Yes VAULTED None 29 Roof 357 0.033 R-30 90 42 Yes VAULTED None 31 F1oorExt 1534 0.049 R-19 0 0 No ABOVE GARAGE None 32 F1oorExt 66 0.049 R-19 0 0 Yes BED 4/MSTR BTH None GLAZING SURFACES Sc Interior— SC Area # of Frame Open U- Act Glass Shade Gls+ Surface (sf) Panes Type Type value Azmth Tilt Only Type Shade LOWER 1 Window 56.7 2 MetalMul Slider 0.65 180 90 0.71 drapes 0.61 2 Window 12.0 2 MetalMul Slider 0.65 135 90 0.71 drapes 0.61 3 Window 12.0 2 MetalMul Slider 0.65 180 90 0.71 drapes 0.61 0.61 4 Window 12.0 2 MetalMul Slider 0.65 225 90 0.71 drapes 5 Window 10.0 2 MetalMul Fixed 0.65 180 90 0.71 drapes 0.61 0.61 6 Window 10.0 2 MetalMul Fixed 0.65 180 90 0.71 drapes 0.61 7 Window 46.6 2 MetalMul Fixed 0.65 180 90 0.71 drapes 8 Window 51.0 2 MetalMul Slider 0.65 180 90 0.71 drapes 0.61 0.61 9 Window 36.0 2 MetalMul Slider 0.65 180 90 0.71 drapes COMPUTER METHOD SUMMARY Page 3 C -2R Project Title.......... The Johnson Residence Date........ 10/02/92 MICROPAS3 v3.11 File -92239B Wth-CTZ11 Program -FORM C -2R User#-MP1333 User -Energy Calculation Svcs. Run -6237 S.F. Res. -Base Case GLAZING SURFACES SC Interior SC Area # of Frame Open U- Act Glass Shade Gls+ Surface (sf) Panes Type Type value Azmth Tilt Only Type Shade 14 Window 12.0 2 MetalMul Slider 0.65 270 90 0.71 drapes 0.61 15 Window 12.0 2 MetalMul Slider 0.65 270 90 0.71 drapes 0.61 19 Door 6.0 2 Wood Hinged 0.65 0 90 0.67 drapes 0.57 20 Window 5.3 2 Metal Slider 0.65 0 90 0.77 drapes 0.66 21 Door 11.0 2 Wood Hinged 0.65 0 90 0.67 drapes 0.57 22 Window 12.0 2 MetalMul Slider 0.65 315 90 0.71 drapes 0.61 23 Window 12.0 2 MetalMul Slider 0.65 315 90 0.71 drapes 0.61 24 Window 12.0 2 MetalMul Slider 0.65 0 90 0.71 drapes 0.61 25 Window 12.0 2 MetalMul Slider 0.65 45 90 0.71 drapes 0.61 26 Window 12.0 2 MetalMul Slider 0.65 45 90 0.71 drapes 0.61 27 Door 13.0 2 Wood Hinged 0.65 0 90 0.67 drapes 0.57 28 Window 188.0 2 Metal Slider 0.65 0 90 0.77 drapes 0.66 29 Window 20.0 2 Metal Slider 0.65 0 90 0.77 drapes 0.66 30 Door 11.0 2 Wood Hinged 0.65 0 90 0.67 drapes 0.57 31 Window 20.0 2 Metal Slider 0.65 0 90 0.77 drapes 0.66 32 Window 18.0 2 Metal Slider 0.65 0 90 0.77 drapes 0.66 42 Window 12.0 2 MetalMul Slider 0.65 90 90 0.71 drapes 0.61 43 Window 33.0 2 Metal Slider 0.65 90 90 0.77 drapes 0.66 44 Window 12.0 2 MetalMul Slider 0.65 90 90 0.71 drapes 0.61 UPPER 10 Window 26.3 2 MetalMul Slider 0.65 180 90 0.71 drapes 0.61 11 Window 26.3 2 MetalMul Slider 0.65 180 90 0.71 drapes 0.61 12 Window 26.3 2 MetalMul Slider 0.65 180 90 0.71 drapes 0.61 13 Window 47.5 2 MetalMul Slider 0.65 180 90 0.71 drapes 0.61 16 Window 34.8 2 MetalMul Slider 0.65 270 90 0.71 drapes 0.61 17 Window 34.8 2 MetalMul Slider 0.65 270 90 0.71 drapes 0.61 18 Window 12.0 2 MetalMul Slider 0.65 270 90 0.71 drapes 0.61 33 Window 39.8 2 MetalMul Slider 0.65 0 90 0.71 drapes 0.61 34 Window 38.0 2 MetalMul Slider 0.65 0 90 0.71 drapes 0.61 35 Door 13.0 2 Wood Hinged 0.65 0 90 0.67 drapes 0.57 36 Window 12.0 2 MetalMul Slider 0.65 315 90 0.71 drapes 0.61 37 Window 12.0 2 MetalMul Slider 0.65 315 90 0.71 drapes 0.61 38 Window 12.0 2 MetalMul Slider 0.65 45 90 0.71 drapes 0.61 39 Window 12.0 2 MetalMul Slider 0.65 45 90 0.71 drapes 0.61 40 Window 18.0 2 MetalMul Slider 0.65 0 90 0.71 drapes 0.61 41 Door 11.0 2 Wood Hinged 0.65 0 90 0.67 drapes 0.57 45 Window 12.0 2 MetalMul Slider 0.65 90 90 0.71 drapes 0.61 46 Skylight 6.0 2 Metal Fixed 0.65 270 42 0.77 None 0.77 47 Skylight 6.0 2 Metal Fixed 0.65 90 42 0.77 None 0.77 OVERHANGS AND SIDE FINS Window- Overhang Left Fin Right Fin - Area Left Rght Surface (sf) Hght Wdth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth Hght LOWER 5 Window 10.0 6 1.67 13.5 8 8 1.5 8 6.5 8 1.5 3.5 8 6 Window 10.0 6 1.67 13.5 8 1.5 7.5 1.5 6.5 8 7.5 3.5 8 7 Window 46.6 6 7 13.5 3 1.5 1.5 1.5 6.5 3 1.5 3.5 3 COMPUTER METHOD SUMMARY Page 4 C -2R Project Title.......... The Johnson Residence Date........ 10/02/92 MICROPAS3 v3.11 File -92239B Wth-CTZ11 Program -FORM C -2R User#-MP1333 User -Energy Calculation Svcs. Run -6237 S.F. Res. -Base Case OVERHANGS AND SIDE FINS Window- Overhang Left Fin Right Fin - Area Left Rght Surface (sf) Hght Wdth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth Hght 14 Window 12.0 6 1.67 13.5 8 1.5 7.5 1.5 6.5 8 7.5 3.5 8 15 Window 12.0 6 7 13.5 3 1.5 1.5 1.5 6.5 3 1.5 3.5 3 19 Door 6.0 3 2 9 4.5 3 1 3 3 4.5 1 3 4.5 20 Window 5.3 2 n/a 6 2 n/a n/a n/a n/a n/a n/a n/a n/a 21 Door 11.0 6 2.33 6 3.5 .5 14.5 .5 3 3.5 n/a n/a n/a 29 Window 20.0 6.67 3 6 5.33 12 4 n/a n/a n/a 4 18.5 6 30 Door 11.0 6 3 6 5.67 9 8 n/a n/a n/a 8 18.5 6.33 31 Window 20.0 6.67 3 6 5.33 12 4 n/a n/a n/a 4 18.5 6 32 Window 18.0 2 9 6 .5 5 4 n/a n/a n/a 4 18.5 3.5 UPPER 16 Window 34.8 3 2 9 4.5 3 1 3 3 4.5 1 3 4.5 17 Window 34.8 2 n/a 6 2 n/a n/a n/a n/a n/a n/a n/a n/a 36 Window 12.0 6 n/a 2 0 n/a n/a n/a n/a n/a n/a n/a n/a 37 Window 12.0 6 n/a 2 0 n/a n/a n/a n/a n/a n/a n/a n/a 38 Window 12.0 6 n/a 2 0 n/a n/a n/a n/a n/a n/a n/a n/a 39 Window 12.0 6 n/a 2 0 n/a n/a n/a n/a n/a n/a n/a n/a EXTERIOR SHADING Area Shading SC of Surface (sf) Type Ext Shade LOWER 1 Window 56.7 50% BUG SCREEN 0.84 2 Window 12.0 50% BUG SCREEN 0.84 3 Window 12.0 50% BUG SCREEN 0.84 4 Window 12.0 50% BUG SCREEN 0.84 8 Window 51.0 50% BUG SCREEN 0.84 9 Window 36.0 50% BUG SCREEN 0.84 14 Window 12.0 50% BUG SCREEN 0.84 15 Window 12.0 50% BUG SCREEN 0.84 20 Window 5.3 50% BUG SCREEN 0.84 22 Window 12.0 50% BUG SCREEN 0.84 23 Window 12.0 50% BUG SCREEN 0.84 24 Window 12.0 50% BUG SCREEN 0.84 25 Window 12.0 50% BUG SCREEN 0.84 26 Window 12.0 50% BUG SCREEN 0.84 28 Window 188.0 50% BUG SCREEN 0.84 29 Window 20.0 50% BUG SCREEN 0.84 31 Window 20.0 50% BUG SCREEN 0.84 32 Window 18.0 50% BUG SCREEN 0.84 42 Window 12.0 50% BUG SCREEN 0.84 43 Window 33.0 50% BUG SCREEN 0.84 44 Window 12.0 50% BUG SCREEN 0.84 UPPER 10 Window 26.3 50% BUG SCREEN 0.84 11 Window 26.3 50% BUG SCREEN 0.84 12 Window 26.3 50% BUG SCREEN 0.84 13 Window 47.5 50% BUG SCREEN 0.84 16 Window 34.8 50% BUG SCREEN 0.84 COMPUTER METHOD SUMMARY Page 5 C -2R Prniant Title.......... The Johnson Residence Date........ 10/02/92 MICROPAS3 v3.11 File -92239B Wth-CTZ11 Program -FORM C -2R User#-MP1333 User -Energy Calculation Svcs. Run -6237 S.F. Res. -Base Case Surface LOWER/UPPER 1 Wall 2 Floor 3 Wall Mass Type LOWER 1 InteriorHorz 2 InteriorHorz UPPER 3 InteriorVert 4 InteriorHorz Surface 17 Window 18 Window 33. Window 34 Window 36 Window 37 Window 38 Window 39 Window 40 Window 45 Window Area (sf) EXTERIOR SHADING Area Shading 14.0 SC of (sf) Type 215 1.0 Ext Shade 34.8 50* BUG SCREEN 0.84 12.0 50% BUG SCREEN 0.84 39.8 50% BUG SCREEN 0.84 38.0 50$ BUG SCREEN 0.84 12.0 50% BUG SCREEN 0.84 12.0 50% BUG SCREEN 0.84 12.0 50% BUG SCREEN 0.84 12.0 50% BUG SCREEN 0.84 18.0 50% BUG SCREEN 0.84 12.0 50% BUG SCREEN 0.84 INTER. -ZONE SURFACES Insul U -value R-val Location/Comments 278 0.386 R-0 SEPERATION WALL 1731 0.101 R-0 SEPERATION FLOOR 572 20.000 R-0 OPEN AREA THERMAL MASS Area Thick Heat Conduct- Surface (sf) (in) Cap ivity R -value 815 1.0 14.0 134 4.0 21.0 215 1.0 24.0 18 1.0 24.0 System Type LOWER Gas AirCond UPPER Gas AirCond 0.09 R-0.0 0.59 R-0.0 0.67 R-0.0 0.67 R-0.0 HVAC SYSTEMS Minimum Duct Efficiency Location 0.860 SE Crawlspace 8.90 SEER Crawlspace 0.856 SE Attic 8.90 SEER Attic Form 3 Reference Location/Comments ENTRY/DINING/NOOK HEARTH INC. GRANITE TUB/SHOWER ENCLOSURES SHOWER Duct Duct R -value Efficiency R-2.1 0.850 R-2.1 0.890 R-2.1 0.850 R-2.1 0.830 COMPUTER METHOD SUMMARY Page 6 C -2R M1__ T_%,____ nate-- - - - - -. 10/02/92 MICR0PAS3 v3.11 File -92239B Wth-CTZ11 Program -FORM C -2R User#-MP1333 User -Energy Calculation Svcs. Run -6237 S.F. Res. -Base Case Credits None WATER HEATING SYSTEMS Capa- R-12 or Pilot System # of city Greater Effic- Standby Input Size Type Heat (gal) Blanket iency Loss Rating (Btuh) Storage Gas 2 47.5 Yes .76 RE 4% 40000 Btuh n/a SPECIAL FEATURES/REMARKS Zones are defined to area weigh HVAC and duct efficiencies. No zonal control credit is taken. Credits None WATER HEATING Page 1 DHW Project Title.......... The Johnson Residence Date........ 10/02/92 Project Address........ Lot 1 Spanish Gardens Chico, Ca. Documentation Author... Marty Runnells Com an .............. Energy Calculation Svcs. Telephone .............. (916) 894-8466 Compliance Method...... MICROPAS3 by Enercomp, Inc. Climate Zone........... 11 Field Check Date MICROPAS3 v3.11 File -92239B Wth-CTZ11 Program -WATER HEATING User#-MP1333 User -Energy Calculation Svcs. Run -6237 S.F. Res. -Base Case WORKSHEET ONE: STORAGE GAS OR STORAGE ELECTRIC A. EQUIPMENT DATA 1. Water heater type....... 2. Manufacturer............ 3. Model number............ 4. Ignition device......... 5. Tank volume ............. 6. Recovery efficiency..... 7. Standby loss............ 8. Rated Input.. .......... 9. Number of Heaters....... 1O.Insulation Jacket....... Storage, Gas n a 47.5 gal .76 percent x 0.01 .04 percent/hour x 0.01 40000 Btu/hr 2 Yes B. OPERATING DATA 1. Climate Zone.. .... 2. Water heating budget.... 3. Tank set temp........... 4. Water main temp.... ... 5. Daily hot water load.... 6. Ambient air temp........ 7. Adj. Standby Losses..... 8..No. dwelling units...... 9. Pump power .............. 10.Pumping energy.......... 11 20400 kBtu/yr/unit 140 F 65 F 50 gal 62.8 F .0264 1 0 Watts (0 Watts controller) 0 Watt-hr/yr (24 hr per day) C. WATER HEATING ENERGY CREDITS 1. Credit Name ............. None 2. Annual savings.......... 0 kBtu/yr/unit D. ANNUAL WATER HEATING ENERGY 1. Recovery load........... 11292 kBtu/yr 2. Recovery energy......... 14858 kBtu/yr 3. Standby loss energy..... 13696 kBtu/yr 4. Pumping energy.......... 0 kBtu/yr source 5. Total energy............ 28554 kBtu/yr/unit source 6. Comparison .............. -8154 kBtu/yr/unit source 7. Points ........ ....... ... -3 8. Water Heating EnergyUse 4.58 kBtu/yr/sf (D5 x B8) / 6237 sf HVAC SIZING Page 1 HVAC Project Title.......... The Johnson Residence Date........ 10/02/92 Project Address.......Lot 1 S anish Gardens . p Chico, Ca. Documentation Author... Marty Runnells Company ................ Energy Calculation Svcs. Telephone .............. (916) 894-8466 Compliance Method...... MICROPAS3 by Enercomp, Inc. Climate Zone........... 11 Field Check Date MICROPAS3 v3.11 File -92239B Wth-CTZ11 Program -HVAC SIZING User#-MP1333 User -Energy Calculation Svcs. Run -6237 S.F. Res. -Base Case GENERAL INFORMATION Floor Area ................. Volume.. ............ Front Orientation.......... Sizing Location............ Latitude... ........ Winter Outside Design...... Winter Inside Design....... Summer Outside Design...... Summer Inside Design....... SummerRange ............... Shading Used... ........ Latent Load Fraction....... Description 6237 sf 69070 cf Front Facing 180 deg (S) CHICO EXP STA 39.7 degrees 27 F 70 F 102 F 78 F 37 F Yes 0.20 HEATING AND COOLING LOAD SUMMARY Heating (Btuh) Opaque Conduction and Solar...... 33588 Glazing Conduction ............... 30169 Glazing Solar .................... n/a Infiltration ..................... 43677 InternalGain .................... n/a Ducts ............................ 10743 Sensible Load .................... 118178 Latent Load.... ................ n/a Cooling (Btuh) 17066 16839 22440 14352 5100 5550 81347 16269 Total Load 118178 97616 Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. CEC Maximum output for gas central furnaces only: 1.3 x ( 118178 + (10 x 6237)) = 234712 Btuh HVAC SIZING Page 2 HVAC Project Title.......... The Johnson Residence Date........ 10/02/92 MICROPAS3 v3.11 File -92239B Wth-CTZ11 Program -HVAC SIZING User#-MP1333 User -Energy Calculation Svcs. Run -6237 S.F. Res. -Base Case HEATING.AND COOLING LOAD SUMMARY BY ZONE ZONE 'LOWER' Floor Area .................... 2906 sf Volume ........................... 35830 cf Description Heating(Btuh) Opaque Conduction and Solar...... Glazing Conduction ............... Glazing Solar ............. Infiltration........ . Internal Gain .................... Ducts ............................ Sensible Load .................... Latent Load ...................... Zone Load 16712 18995 n/a 22657 n/a 5836 64201 n/a 64201 ZONE 'UPPER' Floor Area .................... 3331 sf Volume ........................... 33240 cf Description Heating(Btuh) Opaque Conduction and Solar...... Glazing Conduction......... Glazing Solar................�� Infiltration........... Internal Gain .................... Ducts ............................ Sensible Load .................... LatentLoad ...................... Zone Load 16876 11174 n/a 21020 n/a 4907 53977 n/a 53977 Cooling (Btuh) 6525 10602 13462 7445 2550 2029 42613 8523 51136 Cooling (Btuh) 10541 6237 8978 6907 2550 3521 38734 7747 MODre. 0'J•`j,p�ypLf9`T ICBG Evaluation Service Inc. V CODE _ - TMAsubsidiary corporation of the International Conference of Building Officials • saes • EVALUATION REPORT Report No. 4o,6.> copy, ght C 1989 ic80 Evamaron 5—ice, Inc. December, 1988 Filing Category: FASTENERS—Concrete and Masonry Anchors HILTI HVA ADHESIVE CONCRETE ANCHORS During a fire, failure could occur at approximately 170°F. Anchors can be HILTI, INC. satisfactorily installed in walls and ceilings, provided proper consideration 5400 SOUTH 122 EAST AVENUE is given to fire conditions. The remaining installation details are un - TULSA, OKLAHOMA 74145 changed. Allowable tension and shearvalues are tabulated in Tables Nos. III through VIII. Allowable load values are influenced by the environment in I. Subject: Hilti HVA Adhesive Concrete Anchors—which the anchor is used. The allowable values given in Tables Nos. III r�th h VIII b d' d' d F 3 II. Description: The Hilti HVA concrete anchors are stud -type -adhesive anchors for use in regular -weight concrete having a minimum compressive strength of 2000 psi or structural lightweight concrete having a minimum compressive strength of 3000 psi. The system includes a threaded rod or steel reinforcement dowels and a sealed glass tube. The threaded rod consists of zinc -plated SAE 1018 steel, a nut and washer. The threaded rodh is identified as "HAS." The rod is available in 3/8-, '-, 5/8-, 3/4-, 7/8- and I - inch threaded sizes. The steel dowels consist of No. 3, No. 4, No. 5, No. 6, No. 7 and No. 8, Grade 40 or Grade 60 reinforcement bars. Inside the tube of resin there is a smaller tube containing quartz sand which has been coated with a hardening agent. The tube of resin identified as "HBP" contains an unsaturated polyester resin. The tube of resin identified as "HEA" contains a vinylester resin. Installation: The anchor is installed into a predrilled hole in concrete that has been cleaned, using either a brush and a stream of water, or a brush and compressed air. The hole diameter is slightly larger than the tube of resin. The depth of the hole should be sufficient to allow the tube of resin to be inserted flush with the surface of the concrete. The HAS or dowel is then inserted into an adapter which is attached to a rotary hammer by means of a connecting shaft. The beveled end is placed on top of the tube of resin and the combination of the rotation and the hammering action pulverizes and mixes the contents of the tube of resin. After the stud is driven to the bottom of the hole, the drill should be immediately stopped. See,Figure No. 2 for additional installation details. The chuck may be released and the rotary hammer disengaged. Care should be taken to ensure that the anchor bond is not disturbed for an initial cure period of ten minutes. The resin must be allowed to cure, before applying a load, at the temperature and for the time periods noted in Tables Nos. I -A and I -B. The resin and the quartz sand combine to form an adhesive mixture which bonds the rod to the wall of the hole. The HAS rod must be embedded up to the minimum embedment ring, which is marked on the rod. Dimensions and installation criteria are noted in Table No. II. Finding No. 7 indicates that adhesive anchors cannot be used to resist pullout forces in overhead and wall installations. This restriction is neces- sary solely because the adhesive used with anchors is temperature sensitive. roug must e a juste to actor ante with tgures Nos. 1 and when the anchors are installed in locations where the concrete temperature may exceed 68°F. Identification: The anchors are identified in the field by labels on the packaging indicating the manufacturer's name, product name and the an- chor size. The HBP and HEA capsules are marked individually as to size and the threaded rod has an "H" stamped on top. III. Evidence Submitted: Descriptive data, results of tension and shear tests and results of dynamic tests. Findings IV. Findings: That the HVA Adhesive Concrete Anchors described in this report comply with the 1985 Uniform Building Code, subject to the following conditions: 1. Allowable shear and tension load do not exceed the values set forth in Tables Nos. III through VIII. 2. The anchor sizes, minimum embedment depths, minimum spac- ing, edge and end distances conform to Table No. II. 3. Allowable loads for anchors subjected to combined shear and tension forces are determined by the ratio of the actual shear to the allowable shear plus the ratio of the actual tension to the allowable tension not exceeding 1.00. 4. Calculations and details showing that the anchors comply with this report and that the concrete slab or footing is capable of resisting the applied loads must be submitted to the local build- ing official for approval. 5. Special inspection in accordance with Section 306 fa) 12 of the code must be provided for all anchor installations. 6. The anchors cannot be used to support fire -resistive construc- tion. 7. The anchors cannot be used to resist pullout forces in overhead and wall installations, unless proper consideration is given to fire conditions. This report is subject to re-examination in one year. TABLE NO. I -A HBP TUBE RECOMMENDED HARDENING TIME FOR THE RESIN '(DEPENDENT ON AMBIENT TEMPERATURE) Above 68°F. 10 min. 50°F. to 68°F. 20 min. 32°F. to 50°F. 1 hr. Below 32°F. 5 hr. Evaluation reports of ICBO Evaluation Service, Inc., are issued solely to provide information to Class A members of ICBG, utilizing the code upon which the report is based. Evaluation reports are not to be construed as representing aesthetics or any other attributes not specifically addressed nor as an endorsement or recommendation for use of the subject report. This report is based upon independent tests or other technical data submitted by the applicant. The ICBO Evaluation Service, Inc., technical staff has reviewed the test results and/or other data, but does not possess test facilities to make an independent verification. There is no warranty by ICBO Evaluation Service, Inc., express or implied, as to any "Finding" or other matter in the report or as to any product covered by the report. This disclaimer includes, but is not limited to, merchantability. Page 1 of 7 OEM=�=_- • 1 s��®��----Dames=====_ M _ ww—�i—��ii •�"C i.'S C —=—CCC OEM� C—=�-----C—O 1 - ��.�_ �-.•tea---�------� 0% —��------------ .1 :1 100 120 140 160 180 200 220 240 260 4 TEMPERATURE TABLE NO. I -B ' HEA TUBE RECOMMENDED HARDENING TIME FOR THE HEA RESIN , (DEPENDENT ON AMBIENT TEMPERATURE) .Above 69'F. 20 min. - 50'F. to 68'F. 30 min. 32'F. to 50'F. I hr. Beiow 32'F 5 hr. , i ' Page 3 of 7 Report No. 4016 TABLE NO. II HVA SPECIFICATIONS AND INSTALLATION DETAILS M BDL - -- -- HD=E� PT LA O P`' . � � • '9S . I— F� m Details Anchor size MVA 3/6" HVA 112" HVA 5/e" MVA 3/4" HVA r/s" HVA 1" MVA 114" BD bit diameter (inches) 15/32 9/16 "/16 1/9 1 11/6 11/2 HD = E min. depth of embedment = capsule length 3'/2 4114 5 65/e 65/8 8'/4 12 PT max. thickness fastened (inches) • - 1 11/2 a 13/4 2 21/4 2'h 2314 LA anchor length (inches) 51/8 61/2 75/8 95/E 10 12 16 Tensile Stress Area (int) 0.078 0.142 0.226 0.334 0.462 0.606 0.969 M HAS S.S. 18 30 75 150 175 235 400 max. tightening HAS Std. torque (ft. lbs.) HAS -Super 18 35 80 160 200 330 550 Drill bit size TE -C- TE -D- TE -D- TE -F- FE -F- TE -F- TE -G- 15/32-12 9/16-12 11/16-12 7/8-13 1-13 PA -17 11/2-23 *BMT minimum base material • thickness (inches) 5'/2 61/4 7'/8 81/2 8'/2 10'/2 15 DISTANCE BETWEEN ANCHORS A AND DISTANCE FROM EDGE R (Inches)2 AS, ED, t LOAD DIRECTED TOWARD EDGE LOAD NOT DIRECTED TOWARD EDGE Anchor Type AS AS min. AS ED ED min: ED ED ED min. ED HVA IE 0.5 E 0.7 1.5 E 0.5 E 0.5 1.5 E 0.5 E 0.6 'Base material: Concrete with a minimum nominal compressive strength as noted in this report. AS = spacing to obtain max. load ASmin = shortest distance between anchors when both anchors influence the failure load , intension or shear. ED = distance from edge to obtain max. load ED,,,;,, = shortest distance from edge when there is an influence on the failure load in tension or shear JAS = load factor of safe working load (or failure jED = load) when using ED.j. and AS,,;,, E = recommended min. depth of embedment. 'The nominal hole diameter is equivalent to the normal Hilti carbide tip drill bit diameter. • -Example: HVA 5/8 anchors spaced 3 inches apart (loaded in (ension) required spacing for full design load (stone aggregate concrete). AS = LOE = 1.0 ), 5 inches = 5 inches minimum required spacing and corresponding load factor ASmin = 0.5E = .5 x 5 inches = 2.5 inches which corresponds to a load factor jAS = .7 x 3900 = 2730 lbs. Interpolating 5 inches-3900lbs. 2.5 inches -2730 lbs. ) 3 inches -2965 lbs. The application of load factors is cumulative Example: Load factor for Anchor No. 1: J= jEDI x JED, x jAS1 x JAS, x JAS, ED, ED, ED, AS, XA AS2ED2 Page 4 of 7 Report No. 4016 TABLE NO. 111 --ALLOWABLE TENSILE LOADS IN STONE AGGREGATE CONCRETE FOR THREADED RODS WITH HBP RESIN' 2 3 4 5 6 7 (Pounds) [The tabulated tensile values are for anchors installed in stone aggregate concrete having the minimum designated ultimate compressive strength at time of installation. 2The anchor experiences a reduction in tensile capacity with increased concrete temperature. The load factors noted in Figure No. 1 must be applied to the values noted in the above table when the anchors are installed in locations where the concrete temperature may exceed 68°F. 3The allowable tension capacities shown reflect the higher short-term test values obtained reduced by 25 percent to account for the long-term load -carrying capabilities characteristic of adhesive anchors, therefore, the allowable values noted above do not have to be reduced for long-term loading conditions. 4The allowable load values may be increased 331/3 percent for duration of loading, such as seismic or wind. 5Spacing of the anchors shall be in accordance with the requirements noted in Table No. 11. 6Special inspection in accordance with Section 306 (a) 12 of the code must be provided for all anchor installations. 'Allowable load should be the lesserof bond or steel strength. Steel strength is in accordance with Table No. 27-A of the Uniform Building Code and Table No. 27-10-D of the Uniform Building Code Standards. TABLE NO. IV -ALLOWABLE SHEAR LOADS IN STONE AGGREGATE CONCRETE FOR THREADED RODS WITH HBP RESINI 2 3 4 5 (Pounds) ANCHOR MINIMUM EMBEDMENT BASED ON BOND STRENGTHS BASED ON STEEL STRENGTHS EMBEDMENT (Inches) (SAE 1018) (SAE 4140) SS 3046 3/8 A307A325 1,000 1,705 775 ANCHOR DEPTH DESIGNATION (In.) Cc = 2000 f'c = 3000 f' -c = 4000 f e = 6000 (SAE 1018) (SAE 4140) SS 304 3,340 31/2 1,130 1,235 1,825 2,130 81/4 6,800 13,330 6.060 3/8 51/4 - 1,745 2,640 3,015 1,550 3,410 1,240 7 - 3,475 3.475 3,780 41/4 2,065 2,580 2,970 3,580 1/2 63/s - 3,620 4,215 4,870 2,840 6,245 2,270 8'/2 - 5,615 5,615 6,315 5 2.865 3,925 4,120 5,030 5/8 7[/2 - 5,495 5,790 6,720 4,520 9,945 3,615 10 - 7,755 _ 7,755 8,850 65/8 4,335 5.270 5,270 6,480 3/4 10 - 7,370 7,370 8,575 6,680 14,695 5,345 131/4 - 9,900 9,900 11,390 65/8 4,335 6,635 7,510 8,570 7/8 10 - 9,960 10,680 11,370 9,240 20,330 7,390 1344 - 14,385 14,545 15,795 81/4 6,775 8.000 9,750 10,660 1 123/8 - 12,555 13,990 14,170 12,120 26,665 9,695 16'/2 - 18,870 119,195 1 20,200 11/4 12 - 1 14,120 1 15,575 1 18,345 1 19,380 1 42,635 1 15,505 [The tabulated tensile values are for anchors installed in stone aggregate concrete having the minimum designated ultimate compressive strength at time of installation. 2The anchor experiences a reduction in tensile capacity with increased concrete temperature. The load factors noted in Figure No. 1 must be applied to the values noted in the above table when the anchors are installed in locations where the concrete temperature may exceed 68°F. 3The allowable tension capacities shown reflect the higher short-term test values obtained reduced by 25 percent to account for the long-term load -carrying capabilities characteristic of adhesive anchors, therefore, the allowable values noted above do not have to be reduced for long-term loading conditions. 4The allowable load values may be increased 331/3 percent for duration of loading, such as seismic or wind. 5Spacing of the anchors shall be in accordance with the requirements noted in Table No. 11. 6Special inspection in accordance with Section 306 (a) 12 of the code must be provided for all anchor installations. 'Allowable load should be the lesserof bond or steel strength. Steel strength is in accordance with Table No. 27-A of the Uniform Building Code and Table No. 27-10-D of the Uniform Building Code Standards. TABLE NO. IV -ALLOWABLE SHEAR LOADS IN STONE AGGREGATE CONCRETE FOR THREADED RODS WITH HBP RESINI 2 3 4 5 (Pounds) ANCHOR MINIMUM EMBEDMENT STEELSTRENGTH MINIMUM %c = 2000 psi A 3077 A 3256 DESIGNATION (Inches) (SAE 1018) (SAE 4140) SS 3046 3/8 31/2 1,000 1,705 775 1/2 41/4 1,945 3,120 1,420 5/8 5 2,810 4,970 2.260 3/4 65/8 3,925 7.350 3,340 7/8 65/x 5,770 10,165 4,620 1 81/4 6,800 13,330 6.060 11/4 12 9,6906 21,3208 - 9,690 [The tabulated shear values are for anchors installed in stone aggregate concrete having the minimum designated ultimate compressive strength at time of installation. '--The anchor experiences a reduction in shear capacity with increased concrete temperature. The load factors noted in Figure No. I must be applied to the values noted in the above table when the anchors are installed in fixations where the concrete temperature may exceed 68°F. 3The allowable load values may he increased 33'/3 percent for duration of loading, such as seismic or wind. 'Spacing of the anchors shall be in accordance with the requirements noted in Table No. II. 5Special inspection in accordance with Section 306 (a) 12 of the code must he provided for all anchor installations. 6Allowable values based on steel strength in accordance with Table No. 27-A of the code and Table No. 27 -It) -E of the U.B.C. Standards. 7Alloweble values based on hand strength, except as noted. "Minimum concrete strength for 1 114 A 325 is 3.0(N) psi. 1 Page 5of7 TABLE NO. V ALLOWABLE TENSION AND SHEAR VALUES IN LIGHTWEIGHT CONCRETE FOR THREADED RODS WITH HBP RESINt x 3 4 5 6 (Pounds) ANCHOR MINIMUM EMBEDMENT r'c = 3000 psi BOND STRENGTH (Lbs.) DESIGNATION (Inches) Tension3 - Shear 3/N 31/2 1210 1 120 1/2 41/4 1885 1940 'The tabulated tensile and shear values are for anchors installed in lightweight structural concrete having the minimum designated ultimate compressive strength at time of installation. 'The anchor experiences a reduction in tensile and shear capacity with increased ambient temperature. The load factors noted in Figure No. I must be applied to the values noted in the above table when the anchors are installed in locations where the ambient temperatures may exceed 68°F. 3The allowable tension capacities shown reflect the higher short-term test values obtained, reduced by 25 percent to account for the long-term load -carrying capabilities characteristic of adhesive anchors. therefore. the allowable values noted above do not have to be reduced for long-term loading conditions. 4The allowable load values may be increased 33 Uz percent for duration of loading. such as seismic or wind. 5Spacing of the anchors shall be in accordance with the requirements noted in Table No. If. 6Special inspection in accordance with Section 306 (a) 12 of the code must be provided for all anchor installations. TABLE NO. VI ALLOWABLE TENSILE STRENGTH VALUES IN STONE AGGREGATE CONCRETE FOR STEEL REINFORCEMENT DOWELS WITH HBP RESINt 2 3 4 5 6 7 9 Report No. 4016 'The tabulated bond strength values are for dowels installed in stone aggregate concrete having the minimum designated ultimate compressive strength (J',) at time of installation. 'The HBP Adhesive experiences a reduction in bond strength capacity with increased concrete temperature. The load factors noted in Figure No. I must be applied to the values noted in the above table when the dowels are installed in locations where the concrete temperature may exceed 68'F 3The allowable bond strength capacities shown reflect the higher short-term test values obtained reduced by 25 percent to account for the long-term load -carrying capabilities characteristic of adhesive anchors, therefore. the allowable values noted above do not have to be reduced for long-term loading conditions. 4The allowable bond strength may be increased 33 1/3 percent for duration of loading. such as seismic or wind. 5Spacing of the dowels and distance from edge shall be in accordance with the requirements noted in Table No. H. 6The dowels cannot be used to resist tension forces in overhead or wall installations unless proper consideration is given to fire conditions since the dowel values for this loading condition are affected by elevated temperature conditions. 7Allowable load should be the lesser of bond or rebar strength. HSteel strength based on Uniform Building Code (19851, Sec. 2616 (d). ySpecia! inspection in accordance with Section 306 (a) 12 of the code must be provided for all anchor installations. '0See Figure No. 2 for additional installation details. INSTALLATION DETAILSto BOND STRENGTH (Lbs.) STEEL STRENGTH (Pounds)a Bit Diameter Rotary Rebar REBAR EMBEDMENT SIZE (In.) MBP Cartridge Hammer Drill Setting Tool DEPTH (In.) r'c = 3000 psi f'c = 4000 psi f'c = 6000 psi GR. 40 GR. 60 No. 3 1/2 M 10-3/sTE-52/72 TE -F 31/2 1,255 1.355 1,730 2,200 2,640 Rebar Adaptor No. 3 51/4 2,345 2,345 2,345 No. 4 5/s M 12-'/2 TE -52/72 TE -F 41/4 2,105 2,815 3,140 4,000 4,800 Rebar Adaptor No. 4 63/8 1 3,470 3.845 3,845 No.5 13/16 M16-5/8 TE-72,92TE-F 5 3.000 3,980 4,595 6,200 7,440 Rebar Adaptor No. 5 7'/2 5.015 5,015 5,440 - ,440No.6 No. 6 1 M19-3/4 TE -72/92 TE -F 65/8 5,670 6,230 7,125 8,800 10,560 Rebar Adaptor No. 6 10 8,440 8,720 8,815 No.7 11/8 M20 -7/s TE -72/92 TE -F 65/8 6.470 7.030 7,875 12,000 14,400 Rebar Adaptor No. 7 10 9.190 9.845 11,155 No. 8 11/4 M24-1 TE -72/92 TE -F 8'!a 8,625 10,315 11,200 15,800 18,960 Rebar Adaptor No. B 12'!s 12,325 13,700 14,390 'The tabulated bond strength values are for dowels installed in stone aggregate concrete having the minimum designated ultimate compressive strength (J',) at time of installation. 'The HBP Adhesive experiences a reduction in bond strength capacity with increased concrete temperature. The load factors noted in Figure No. I must be applied to the values noted in the above table when the dowels are installed in locations where the concrete temperature may exceed 68'F 3The allowable bond strength capacities shown reflect the higher short-term test values obtained reduced by 25 percent to account for the long-term load -carrying capabilities characteristic of adhesive anchors, therefore. the allowable values noted above do not have to be reduced for long-term loading conditions. 4The allowable bond strength may be increased 33 1/3 percent for duration of loading. such as seismic or wind. 5Spacing of the dowels and distance from edge shall be in accordance with the requirements noted in Table No. H. 6The dowels cannot be used to resist tension forces in overhead or wall installations unless proper consideration is given to fire conditions since the dowel values for this loading condition are affected by elevated temperature conditions. 7Allowable load should be the lesser of bond or rebar strength. HSteel strength based on Uniform Building Code (19851, Sec. 2616 (d). ySpecia! inspection in accordance with Section 306 (a) 12 of the code must be provided for all anchor installations. '0See Figure No. 2 for additional installation details. Page 6 of 7 Report No. 4016 FIGURE NO.2-INSTALLATION DETAILS FOR THE REINFORCEMENT DOWELS 0 t. Drill the hole to the required 2. Insert shank of rebar tool 3. Rotate knurled locking . hole depth. into drill chuck. Switch drill to sleeve and insert appro hammer with rotation mode. priate diameter rebar. End of IMPORTANT: Clear out dust rebar being inserted into and fragments; preferably _ base material must have a using a jet of water or com- 45° or chisel point (90°). pressed air and a wire brush. (The damp hole does not influence the holding value!) U) 1 W J � CZ aQ < Wy JO mZ 3� OW. J 'J J m Q LL O� H D ZW UO fL Z W CL 5. Insert appropriate diameter HBP adhesive canridge(s) into pre -drilled hole in base material. 6. Place chisel pointed end of rebar on top of HBP car- tridge and switch on drill. Drive rebar to bottom of hole. 4. Set drill depth gauge or mark rebar to determine bottom of hole. 7. Once the rebar reaches the bottom of the hole. the drill should be switched off. To release rebar setting tool. rotate knurled locking sleeve and remove tool from rebar. Care should be taken not to disturb the installed rebar when removing the rebar tool. FIGURE NO.3 CONCRETE TEMPERATURE SENSITIVITY LOAD FACTOR FOR HEA ANCHORS 111MMM. -lazw.—�MN 1001001MEM&I MEMEN0100101 0 50 I8 86 104 122 140 158 176 194 212 230 248 .266 284 TEMPERATURE (°F-) Page 7of7 Report No. 4016 TABLE NO. VII— ALLOWABLE TENSILE LOADS IN STONE AGGREGATE CONCRETE FOR THREADED RODS WITH HEA RESIN, 2 4 s 6 7 (Pounds) ' 'The tabulated tensile values are for anchors installed in stone aggregate concrete having the minimum designated ultimate compressive strength at time of installation. 2The HEA adhesive experiences a reduction in tensile capacity with increased concrete temperature. The load factors noted in Figure No. 3 must be applied to the values noted in the above table when the anchors are installed in locations where the concrete temperature may exceed 68°F. 3Anchor rod allowable loads are governed by the tensile strength of the steel. 4The allowable load values may be increased 33'h percent for duration of loading, such as seismic or wind. 5Spacing of the anchors shall be in accordance with the requirements noted in Table No. 11. 6Special inspection in accordance with Section 306 (a) 12 of the code must be provided for all anchor installations. 3Allowable load should be the lesser of bond or steel strength. TABLE NO. VIII— ALLOWABLE TENSILE STRENGTH VALUES IN STONE AGGREGATE CONCRETE FOR REINFORCEMENT DOWELS WITH HEA RESIN4 2 4 5 7 e (Pounds) RE EMBEDMENT BASED ON BOND STRENGTH ANCHOR ROD STEEL STRENGTHS ANCHOR EMBEDMENT 2000 PSI 3000 PSI 4000 PSI 6000 PSI HAS STD. SAE 1016 HASSUPER SAE 4140 HASSS 304 SS DIAMETER DEPTH 2000 PSI 3000 PSI 4000 PSI 6000 PSI A307 A325 51/4 Inches (Inches) CONCRETE CONCRETE CONCRETE CONCRETE 31/2 1.885 2.075 2,270 2,655 3/x 5114 2.825 3.115 3,405 3,985 1,550 3,410 1.240 3.630 7 3.765 4.150 4.535 5.310 8'/2 4,840 5,490 41/4 2.500 2.810 3.120 3.740 5 3.750 4.230 1/2 63/8 3.745 4.210 4.675 5,605 2.840 6.245 2,270 8,495 8'/2 4.995 5.615 6.235 7.475 8,455 9.415 11,330 5 3,860 4,305 4,755 5,645 6.870 8.485 5/x 7'/2 5.790 6.460 7,130 8,465 4,520 9,945 3,615 10 7.725 8.615 9.505 11,285 65/x 65/8 5.395 6.100 6.810 8.220 No.7 10 314 10 8,095 9.150 10,210 12.330 6,680 14,695 5.345 13.640 131/4 10.790 12.205 13.615 16,435 81/4 8,910 10,125 ' 65/8 6.350 7,180 8,015 9,680 13.365 15.190 17,010 7/x 10 9,525 10,770 12,020 14,520 9,240 20,330 7,390 131/4 12,695 14,360 16.025 19,355 15,360 18,660 20.000 24.000 81/4 9,040 10.280 11,520 13,995 27.995 1 123/8 13.560 15.420 17,275 20.995 12,120 26.665 9.695 18 16'/2 18,080 20.560 23.035 27,995 I /' 12 19.230 21.770 24,315 29,405 19,380 42.635 15,505 18 27,525 29.860 32,190 36,855 'The tabulated tensile values are for anchors installed in stone aggregate concrete having the minimum designated ultimate compressive strength at time of installation. 2The HEA adhesive experiences a reduction in tensile capacity with increased concrete temperature. The load factors noted in Figure No. 3 must be applied to the values noted in the above table when the anchors are installed in locations where the concrete temperature may exceed 68°F. 3Anchor rod allowable loads are governed by the tensile strength of the steel. 4The allowable load values may be increased 33'h percent for duration of loading, such as seismic or wind. 5Spacing of the anchors shall be in accordance with the requirements noted in Table No. 11. 6Special inspection in accordance with Section 306 (a) 12 of the code must be provided for all anchor installations. 3Allowable load should be the lesser of bond or steel strength. TABLE NO. VIII— ALLOWABLE TENSILE STRENGTH VALUES IN STONE AGGREGATE CONCRETE FOR REINFORCEMENT DOWELS WITH HEA RESIN4 2 4 5 7 e (Pounds) RE EMBEDMENT BASED ON BONDSTRENGTH3 STEELSTRENGTH6 SIZE DEPTH Inches 2000 PSI 3000 PSI 4000 PSI 6000 PSI GRADE 40 GRADE 60 3'/2 1,580 1,790 1,995 2,405 No.3 51/4 2,370 2,680 2,990 3,610 2,200 2,640 7 3.160 3.575 3,985' 4.810 41/4 2,420 2,745 3,070 3,715 No.4 63/8 3.630 4,115 4,600 5,570 4,000 4,800 8'/2 4,840 5,490 6,135 7.430 5 3.750 4.230 4,710 5,665 No.5 7'/2 5,62_5 6,345 7,060 8,495 6,200 7.440 10 7.500 8,455 9.415 11,330 65/8 5,255 6,065 6.870 8.485 No.6 10 7,885 9,095 10,305 12,725 8,800 10.560 131/4 10.510 12,125 13.740 16,965 65/x 5.915 6,820 7.730 9.545 No.7 10 8.870 10.230 11,590 14,315 12.000 14.400 13'/4 11.825 13.640 15.455 19.085 81/4 8,910 10,125 11.340 13,770 No.8 12318 13.365 15.190 17,010 20.65.5 1.5.800 18.960 161/2 17.820 20.250 22.680 27.540 Nu. y 8'/4 12.055 13,705 15,360 18,660 20.000 24.000 121/8 18.080 20.560 23.035 27.995 No. 10 12 15.835 , 17,980 20.125 24,410 '_5.400 30.480 18 19.795 22.515 25.235 30,680 1Thc tahulatcd hand strength values are for dowels installed in stone aggregate concrete having the minimum designated ultimate compressive strength 1 I) at time of installation. 'The I IIiA adhesive experiences a reduction in hand strength capacity with increased concrete temperature. The load factors noted in Figure No. 3 Must be applied to the values noted in the above table when the dowels are installed in locations where the concrete temperature may exceed WE TI'lle alluwaMe hand strength may be increased 33 Vi percent lin duration of loading. such as seismic or wind. 4Spacing of the dowels and distance from edge shall he in accordance with the requirements noted in Tahle No. 11. SAllowahlc load should he the lesser of hand or rehar strength. :Steel strength hosed un Iinifonn Building Code (198$). Sec. 2626 (d). [Special induction in accordance with Section 300 (a) 12 of the axle must he provided for all anchor installations. 'Sec Figure No. 2 lar additional installation details. MEMO TO FIELD INSPECTOR Permit # 92 - SOA::6 Date A. P. No.—//— 4-1 — J¢S 'Applicant: - JON W SON To : - Field Inspector: e:5�4 1 CO From: Subject: • -_ 1lV1NDav�1 S Pt -T G/1�GUc.p�R Sx'AXR:%vP.� C� C1�NtlEt��Tl��l yVITN GCNTTLAC-Tc�t=� • s L A N D O F- N AT U RA L W E A L T H A N D B E A U T Y BUILDINGDIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530) 538-214.0 Re: Building Permit # • 99-1294 Expiration Date: 7-20-00 A.P.# 011-410-148 BARRY AND KAREN JOHNSON 1170 E LASSEN With reference to the above subject, our records indicate that your building permit expires on thea ove date and your permit falls into one of the category marked below: Permit work started, but not completed. Permit may be renewed forth the original building permit fee (plus a $20.00 filing fee). The renewal permit will extend the building permit for an additional year from the original expiration date. Should you not renew your permit within 30 days of the expiration date, all work must cease until a new building permit has been issued. For your convenience, we are enclosing a renewal application form and owner -builder form to be completed and signed by you where indicated and returned to this office together with the fee shown. Please return all copies of the application form. [ ] No inspections have been made on permit work. Inspections are required to verify code compliance. We. are unable to renew a permit where the work has not been started and inspected prior to permit expiration. After expiration of your permit, no work may be started until a new permit has been issued. [ ] A final inspection has not been made on permit work. Final inspection approval is required before occupancy. Our field inspector has verified that the building is occupied. Occupancy must cease until a final inspection can be . made and final approval given. You have 30 days to voluntarily cease occupancy or to present an acceptable plan for abatement or corrective actions to be taken by you. If our records are in error or should you have any questions concerning this matter, please contact the CHICO office. Thank you for your prompt attention concerning this matter. Y rs very truly, Mich el C. Vierra, C.B.O. Manger, Building Inspection MCV:lt Attachments CC: HOLIDAY POOLS Chico Office - 411 Main Street, Chico / 891-2751 COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISIO 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMITNO. (46v. i 2)96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 011-410-148 ZONING SR 3 BUILDINGPERMIT OWNER JOHNSON, BARRY & KAREN TELEPHONE SO, FT, OCC. BUILDING VALUATION VAL 20, 000 OWNERS MAILING ADDRESS #1 SPANISH GARDEN DRIVE, CHICO CONTRACTOR'S NAME HOLIDAY POOLS TELEONE 894- 1467 CONTRACTORS MAILING ADDR1170 E. LASSEN, CHICO 95973 1 CONSTRUCTION LENDER Fireplace LENDER'S MAIUNG ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 207.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 93.00 BUILDINGADDRESS #1 SPANISH GARDEN DRIVE, CHICO Energy Plan Checking Fee $ $ PERMIT FEE $ LAT NO. SUBDIVISION'S NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF J(J Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ U6lities ❑ Installation ❑ Other ❑ Describe Work: POOL, NiASTER PLAN 94-504 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I s I G I W 920.00 PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 "OvORMain Service 20 DA OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is i full force and effect. License Class — Lic. No. �% OWNER -BUILDER DECLARATION I hereby affirm under penally of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service zooA TO LuooA 46.00 NEW CONST. DIN .MNG OCCUP. OR ADDNS. a ACC. BLDS. SO 3.5QF7, NON-A°ESIOT. MULTI.OUTLET @7,50 POWER APPARATUS a SINGLE OUTLET CIR. Ex. OCCU OUTLET OR FIXTURES Bpi O I _ o Ex. Occu OUTS RM.) E 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the \' performance of the work for which this permit is issued. $ I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation in ante carrier and policy number are: Carrier Policy Number — (The above sections need not be completed if the pe it is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with ose X Date Signat5 of Applicant - Owner Contractor ❑ A?ddt. An A permit is req d for exca ons over 5'0"deep aolition or construction structures over 3 ries in hei MECHANICAL PERMIT Fling Fee"- 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FESS 45.00 Mobile Home Installation Fee $ ; Energy Inspection Fee $ Occ CONST. TYPE TOTAL FE $ HAZ. p. FE6 IMOIMOWJ CDF PAR U This permit is hereby issued under the of the Butte County Code and/or Indic for ' hich fees have By ��—q PERMIT EXPIRES ON / �O&6� applicable provisions Resolutions to do work been paid. Date �zll 9 ate Receipt No. 2 5087 380 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT No. (Rev.12Xi§) APPLICATION AND PERMIT - ASSESSORPARCEL _ q () w ; © o zrR 3 BUILDING PERMIT OWNER KC TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNERS MNUNO /�DRES CONTRACTORS I petcorQn UUTELEPHONE QI dnA CONTRACTORS MAILING ADDRESS /1, 3 CONSTRUCTION LENDER Fireplace LENDERS "LING ADDRESS Total Valuation S an. Q0,0Q ARCHITECT OR ENGINEER LICENSE NO. Flip Fee $ 20.00 Permit Fee $ Q0_7. O V ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ euILOwGADOREss ; Energy Plan Checking Fee S $ PERMIT FEE S .0(3 LOT NO. SLISONSIONSNAME PARCEL WW PLUMBING PERMIT Fling Fee 20.00 Each Tr 7.00 USEOFSTRUCTURE SFX Duplex ❑ Mobilehome ❑ Other sPEcsr Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: /'� /o, p �� l J VVIJ•w Gas piping system 1 - 5 outlets 15.00 Buildingsewer 15.00 Mobile Home S G W (920.00 PERMIT FEE tno ELECTRICAL PERMIT Filing Fee 20.00 Main Service =O:RLEes 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect License Class Lam. No.a OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project ❑ I am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit Is Issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit Is Issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed If the permit Is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit Is Issued, I shall not employ any person In any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X Date Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories In height Main Service 200A TO 100M 46.00 NEW CONST. DWELLIJO OCCLIP. s0 OR ADDNS.NtW a ACC. eLns. 3.5¢x: NDN.RESID. ' MULn ova.rLEr @7.50 POWER APPAMTro swvxE ovnt7 as 0 OOR FIXTURES SAL® so ®I o0 Occup.D Ex. Occup. un R o.°REn 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 2g3.0 6, O. pts PERMIT FEE $ ` MECHANICAL PERMIT Fling Fee 20.00 Heating SI OU ,&V Cooling Hood 6.50 Ventilation PERMIT FEL: S 45,C0 Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE = SIN , 00 N� o FEES IMP FL000 CDF PARCEL Po Ho ISSUE This permit is hereby issued under the applicable of the Butte County Code and/or Resolutions Indicated above for which fees have been By Date PERMIT EXPIRES ON provisions to do work paid. ro Receipt No. JVD 7 380" WHITE-D.O.S.-B.D. CANARY -A ESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PERMIT APPLICATION DATA SHEET OWNER: >" ASSESSOR PARCEL NUMBER: Proposed B@ling Use: IQCnW Building Inspector: t/6 Date: At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: Date Received By ❑ 1. All iiems have been submitted .-----------------------------------------------------=------------------------------- ❑2. Plot plans, 3/4 sets, signed by the preparer of plans. ------------------------------------------------------------ 03. ----------------------------------------------------------- ❑3. Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- 04. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ 06. Energy Design Compliance and supporting documentation. ---------------------------------------------------- 117. --------------------------------------------------- ❑7. Statement of Intent for Non -Heated and A/C Buildings. --------------------------------------------------------- ❑ 8. Hazardous Material Form.------------------------------------------------------------------------------------------ fS ❑ 9. Manufactured Home data and installation instructions including Tie Down Specifications .------------------ • ❑ 10. Fees of $ ------------------------------------------------------------------------------------- ❑ 11. Impact fees as shown on the attached schedule. ----------------------------------------------------------------- ❑ 12. California Department of Forestry plan approval/fees. --------------------------------------------------------- 1 lood elevation certificate. ---------------------------------------------------------------------------------------- 4 Sanitation and plot plan approval('(��p�� Health Department .------------------------------------------- G� •--4-d-_..-__.._.. -- - 5. City of Chico plumbing permit. ----------------------------------------------------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs. ---------------------------------------------- ❑ 17. Planning approval for (A) Use: O (B) Parking: -------------------------- -`Zj -qg 18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ----------------------- ❑ 19. Encroachment Permit for driveway (construction approval prior to occupancy). ---------------------------- 020. Pre -inspection for required Request to Building Inspector on - (Date) 021. Contractor's license information. (Number, Name Style, Classification). ------------------------------------ 1122. Workers' Compensation carver and policy number. ----------------------------------------- ------------------ E323. Owner -Builder Verification (Given to owner ❑, Mailed to owner 0) - -------------------------------------- , ❑24. Letter of signature authorization. ------------------------------------------------------------z ---------------- 025. Recorded copy of Agricultural Acknowledgment Statement. --------------------------------- 1---------------- ,~ ❑26. Letter of intent on building use. ----------------------------------------------------------------------------------- ❑27. Manufactured Home utility clearance. ---------------------------------------------------------r, ---------------- ❑ 28. Existing violations and/or expired permits. ---------------------------------------------------------------------- ❑29. 0433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ ---------------- 1130. -------------- ❑30. Other: ------- When you issues thetplermit roce^s�s as follows ❑ Mail to owner, ❑ 1 tocontractor. Telephone O �f " �p 7' and hold for pickup at C ;C> office. Cl Deliver wi inspector. 'y-, Applicant: U Date:`% Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air ollution D Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: at . 1. Index permit application for the above items numbered: V ❑ Plan Check List 2. Additional items required: ontractor, goer, owner, was advised of the above required data by ❑ phone„ @•mail, ❑ Building Division counter, by Date: % Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Buil Division counter, by Date: Plans reviewed by: Date: Plans approved by: G% Date: Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by:; *Date: VAn,,.,, r.,,,., _ rlo..�rr.,,o..r „f 1,o..et,..,..,o... ce.-..:,.�,.. D..a A:-..- T:-.:,.:�_ :4 t`,,:' •tiiia; r "-- E.H. USE ONLY Plot Plan Attached Rr � Floor Plan Attached i� Sent to B.D. TO: FROM: SUBJECT: Building Department Environmental Health Sanitation Clearance S06zaw Owner Location AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well Clearance for--dwelfing. Other 44/1�qvm ! 014 f- P 6"-,.. Hold final for: Final clearance O.K. for: NOTE: (0-2-4-919 Environmental Health Specialist Date 8/96 PROOF OF SERVICE BY MAIL 1 I am a citizen of the United States and employed in the County of Butte. I am, 2 and was at the time of the service hereinafter mentioned, over the age of eighteen 3 .years and not a party to the within action. My business address is Department of 4 Development Services, Building. Division.. # 7 County Center Drive, Oroville, California 5 95965. 1 am readily familiar with the County's practice for collection and processing of 6 correspondence/documents for mailing with the United States Postal Service and that 7 said correspondence/documents are deposited with the United States Postal Service in 8 the ordinary course of business on the same day. 9 On May 19, 2003, a foregoing 10 -Day Letter on the person(s) named below by 10 placing a true copy thereof in a sealed envelope, with first class postage thereon fully 11 paid, addressed as indicated below, and by placing said envelope 12 In the appropriate place within the Department of Development Services 13 where mail is collected for mailing with the United States Postal Services 14 on the same day. 15 X In the United States Postal Service Mail in Oroville, California. 16 17 Barry and Karen Johnson #1 Spanish Garden Drive 18 Chico, CA 95928 20 21 22 23 24 25 26 27 28 i aeciare unaer penalty of perjury u 2003 at Oroville, California. Supervisor, Staff Support Services alifo-nia on May 19, Butte. County Department ofDe velopm ent Services ADMINISTRATION * BUILDING * GIS * PLANNING 7 -County Center Drive Oroville, CA 95965 (530) 538.7541 Telephone (530) 538-2140 Facsimile May 19, 2003 Barry and Karen Johnson #I Spanish Garden Drive Chico, CA 95928 RE: Forma! Warning Notice Building Code Violation Location: # 1 Spanish Garden Drive, Chico, CA AP #011-410-148 Dear Barry and Karen Johnson: This is a formal warning notice. Pursuant to Butte County Code (BCC) Section 41-2, we sent you a courtesy notice dated April. 15, 2003, notifying you that you are in violation of the BCC, and 1998 California Building Code (CBC), at the above - referenced location. As of this date; the following violations still exist: Failure to obtain the required final inspections and approvals from this office.prior..to use of a pool. (a) Section 106.1 Permits Required (b) Section 108.1 Inspections Required (c) Section 108.4 Inspection Approval Required Before Use or Occupancy (d) Section 3405 Change in Use Requires Conformance to Code The above violations(s) shall be corrected or abated by you by submitting three (3) complete sets of plans, applying for the required permits, and paying the appropriate fees, including penalties. After permit issuance and field authorization to proceed, the work must be completed and approved by this office within the permit specified time. This is your final warning. Unless you contact this office and make the proper arrangements to correct or abate the violation(s) voluntarily, within ten 10 days from the date of this letter, enforcement shall be pursued through the issuance-of-a-citation-(ordering-you-to-appear-in-court)-for-said-violation(s)-and-for failing to comply with ttiis warning letter. Upon conviction of said violation(s) or of failing to comply with -this letter, the court shall impose penalties (fines) and a Notice of Violation shall be recorded in accordance with Butte County Code Section 41-7. The Notice of Violation shall include a description of the premises the violation concerns, a description of the, violation, the date of your conviction and the action necessary to correct or abate the violation(s). Should you have any questions concerning this matter, please contact Scott Rutherford or Michael C. Vieira in this office at the address or telephone number listed above. Sincerely, AN—A'V Scott Rutherford Chief Building Inspector Butte County Deparanent ofDevelopment Services ADMINISTRATION * BUILDING * GIS *PLANNING 7 County Center Drive Oroville, CA 95965 (530) 538-7541 Telephone (530) 538-2140 Facsimile April 15, 2003 Barry and Karen Johnson #1 Spanish Garden Dr. Chico, CA. 95928 RE: Building Code Violation Location: #1 Spanish Garden Dr., Chico, CA. A.P. # 011-410-148 Dear Barry and Karen Johnson: This is a courtesy notice to notify you that you are in violation of the Butte County Code, as follows, at the above -referenced location. Failure to final permit for a pool. It is the County's goal to obtain voluntary compliance with the Butte County Code. However, you should be advised that Butte County has an active Code Enforcement Program which provides an effective means of enforcement if voluntary compliance is not obtained. Enforcement may be pursued through the issuance of citations, fines and the recording of a Notice of Violation including a description of the action necessary to abate the violation. You have thirty 30 days to voluntarily comply with the above directions or to present an acceptable plan for abatement or corrective actions to be taken by you. Should you have any questions concerning this matter, please contact Scott Rutherford or Michael Vieira in this office at the address or telephone number listed above. Sincerely, At- - Scott Rutherford Chief Building Inspector SR: kj cc: Assessor NOTES }' r -RESIDENTIAL 'Yx011410=14 - ----- .+.:, 9�=`1294::• .' r n JOHNSON, Barryr' # PERMIT NO. #1 . &'wre ' Spanish Garden Dhico> ,rx{ Contr: Holiday Pools - Pool, MasterPlan 94= - ®/ 7 • �r SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ.' SPECIAL INSPECTION ITEMS - VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER S .Y. SA -P_ CS ' JOB FINALED (Date) Signature f .j h SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ.' SPECIAL INSPECTION ITEMS - VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER S .Y. SA -P_ CS ' JOB FINALED (Date) Signature /= OK 0 = Not OK = Not Applicable = Not Ready ' MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s Zoning Requirements -Setbacks -Easements 1. Zoning Requirements -Setbacks -Easements 3. 2. Soils; Special MH Support Sketch Wood Awn.; Posts- Beams- Rftrs.-Connectors Shthg.-Frg-Bracing 3. Sewer; Location -Test -Fall -C/O -Concrete 6. 4. Water; Location -Test -Easement Needed (Sketch) Electric 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 9. 6. Gas; Location -Test -Wrap;-/ /" L 'ft. 1 / P Nat. or / /"L"ft./ /'LPG Roof; Shthg-Roofing 7. Well Clearance 8 Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Can. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy 12. Permanent Foundation Only: License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date INAL (Plans) OK except #'s S?2 cks-Easements Soi ompaction-Structure Stability 15.0�Pool Structure; Steel -Connections -Thickness De en -Lining E ; Receptacles and Lighting, Distance-GFI Elec.; Pool Lighting; 15 Volts-GFI Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater x:S�:Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main in Conduit 9. He `Department Approval lumb.; Cir. Test -Water Supply Test Light Niche 1' Qn Date 3 IR, t5 o Card B-1 YLO, Date Card B-1 Date Card B-1 Date Card B-1 4 r^ MISCELLANEOUS~ ,i Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Beams- Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date INAL (Plans) OK except #'s S?2 cks-Easements Soi ompaction-Structure Stability 15.0�Pool Structure; Steel -Connections -Thickness De en -Lining E ; Receptacles and Lighting, Distance-GFI Elec.; Pool Lighting; 15 Volts-GFI Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater x:S�:Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main in Conduit 9. He `Department Approval lumb.; Cir. Test -Water Supply Test Light Niche 1' Qn Date 3 IR, t5 o Card B-1 YLO, Date Card B-1 Date Card B-1 Date Card B-1 4 J = OK 0�= 'Not OK _ `/Jot Applicable ' • Not Ready RESIDENTIAL (; Otte Hangers -Post Caps -Anchors -Connectors Underfloor (Plans) OK except #'s Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rfng. 1. Zoning -Setbacks -Easements -Flood -Slope 49. 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 52. 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 5. Stemwalls, Main; Steel- Blockouts-Wrapped 55. 6. Stemwalls, Garage; Steel -Blackouts -Wrapped Siding -Nailing Veneer 6a. Hold Downs and Special Anchors 58. 7. Slab, Steel -Wrapped Shear Walls; Nailing -Bolts 8. Piers -Fireplace Ftg.-Steel 61. 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test Infiltration -Walls -Windows 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test Elec. Outlets at Wood Panel, Int. & Ext. 11. Water Pipe; Test -Anchors -Regulator -Service Test Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance 12. Electric Underground Elec. Outlets & Receptacles at Kit. Counter 13. Plenums & Ducts; Clearance -Material -Support -Ins. Garage Fire Door; Swing -Landing -Closure 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies A.C. Duct in Garage -Damper 15. Access & Ventilation Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. 16. Insulation in Garage; Above Floor-Mech. Protection 77. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s Guard Rails & Deck Construction -Post Caps 17. Water Htr.; Vent -Access -Combustion Air Baffle Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth 18. Water Pipe; Test & Anchor -Nail Protection Clearance Looked under Floor ❑ Yes 19. D.W.V.; Test Fittings & Anchor -Nail Protection Following Instld./Drive :J Yes :) No/Walks _1 Yes J No/Planters Yes J 20. Shower Pan; Test, First Floor -Tub Access Stucco Brown -Finish 21. Test Tub & Shower, Second Floor -Tub Access A.C. Unit Disconnect, Electrical -Plumbing 22. Gas Pipe; Sixe & Anchors Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openin 86. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date 88. ELECTRICAL (Permit) OK except #'s 23. Fixture & Transformer Clearance -Ins. Protection 24. Elec. Receptacles Spacing -Lights & Switches at Doors 25. Size Boxes & No. of Conductors Stapled 26. Romex Installed Close to Edge of Studs & C.J. 27. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 28. 2 Appliance Circuits in Kitchen & Conductor Size GFI Date 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or At Date 30. Range Circle / / ga Cuor AI -Oven Circ. / / ga Cu or Al Insulated Neutral C) Yes❑ No Date 31. Service -Riser Conductors & Ground Main Disconnect 32. Equip. Clearances Panels-Motors-Mech. Equip. 33. Clothes Closet Light -Shower Light -Spa Light 34. Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 35. A.C. Ducts Insulation & Support 36. Vent Fan, Exhaust above insulation 37. Condensate Drain & Overflow, Size & Grade 38. Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet 39. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 40. Sits Proper Materials & Anchors 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing jingle & Duplex) Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rfng. 48. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Ratter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nailing -Bolts 60. Brace Interior/Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 63. Ext. Steps -Door & Sidelight Protection -Landings 64. Smoke Detector 65. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance 73. Elec. Outlets & Receptacles at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard Rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 82. Following Instld./Drive :J Yes :) No/Walks _1 Yes J No/Planters Yes J 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openin 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throughout House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates 94. Address Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If y ave any questions pertaining to this matter, or need additional explanation, please cont this office immediately. 5Qr dices Q/�El, Date w v Inspector_, fasSe REV 10/92 -71,R 9 9 57 V-, Av Am v,,eZ �-�• av D r 3 f bo4Vvo.? Aye- .e 6 � 5 u/t n GD/li .e ' �O C el -11e-1 C / SeC�/! 1%I L♦ f / �� bo� /r�/" Serie 5Qr dices Q/�El, Date w v Inspector_, fasSe REV 10/92 r t^r"-`%.f'i"`i':Yv^„?`""r'+rt['�,;.l�v.:..*1--+'�--'-.�-r---.=-F'�Rt'-,+`i�u'f''�v=..:.tVsK •"f"`^"'"".,ti"^`7+`r ;c. g. COUNTY OF BUTTE .._ BUILDING DIVISION s- DEPARTMENT OF DEVELOPMENT SERVICES 4 s 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 ` x CORRECTION NOTICE OWNER f ' PERMIT NO. A routine insp ion indicates that the following violations of butte county Ordinances exist at the above addr s and should be corrected. Please notice this office when correction of work is completed If you have any questions pertaining to this matter, or need additional explanation, please c tact this office immediately. ,/.5 COUNTY OF BUTTE s BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 ; " 7 County Center Drive • Oroville, CA • (530) 538-7541 /% -r CORRECTION NOTICE 9VVNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION • 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev. 1!2/96)'** APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 011-410-148 ZONING SR 3 BUILDING PERMIT OWNER JOHNSON, BARRY & KAREN TELEPHONE SO. FT. OCC. BUILDING VALUATION vAL 209000 OWNER'S MAILING ADDRESS #I SPANISH GARDEN DRIVE, CHICO CONTRACTOR'S NAME HOLIDAY POOLS TELEPHONE CONTRACTORS MAILING ADDT170 E. LASSEN, CHICO 95973 CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ 2�af1(X} ARCHITECT OR ENGINEER 'L'' LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 207.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 23.W BUILDING ADDRESS #1 SPANISH GARDEN DRIVE, CHIM Energy Plan Checking Fee $ $ PERMIT FEE S ?rdll r I LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF'IP Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 15.00 Each gas water heater or vent 15.00 TYPE OF WORK ,New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: POOL, NIASM PLO 94-504 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 aOOV OR LESS Main Service 200" OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. 5[ License Class 4 ter � � Lic. No. _J,� % OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00 NEW CONST. owELUNo occuP. OR ADDNS. ( a aco..0CC So 3.50FT_ NOµHESIDDT' MULTI -OUTLET @7.50 PowER APPARATUS Ex, Occu oSI�.LLET OR FocTURSIR ,.00 �L p .00 Ex. Occup. OUTLETSA RESID.OEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 POOL30.00 30. 00 PERMIT FEE $ I 5a. (Y) WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations.. ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. Jh I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation in ance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ an person in an manner so as to become subject to workers' P Y Y Y l compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those ow 0 X =.... f G Date r— .0 ' �' s :'' Signatu : of Applicant /f I Owner-WGontractor ❑ Age6t r` J An OSHA permit is requ�fed for excavations over 60" deep and demolition or construction sof tructures over 3 ones in heigKV - MECHANICAL PERMIT Filing Fee 20.00 Heating 1 _75.00 Cooling Hood 6.50 Ventilation PERMIT FEt $ ` Mobile Home Installation Fee I $ Energy Inspection Fee $ OCC CONST. TYPE TOTAL FE --E'$ ' HAZ. _ D. FEES IM,�fP _ V IwFLOOD� CDF PARCEL PD/.AHD^ ill ISSUE' This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. 3 ` r By i.e'Zj_ �`~ —.. Date f t PERMIT EXPIRES ON ,rj�f�dGifaC.% ate CC7 7Vtj Receipt No. T30V WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT AUGUST 18, 1999 B A C H M A N & ASSOCIATES County of Butte }. G q - I21'q Building Department 7 County Center Drive Oroville, CA 95965 RE: BARRY & KAREN JOHNSON LOT # 1 SPANISH BLUFFS APN 11-41-148 HOLIDAY POOLS ATTN: BILL BORREN 4 Dear Bill: I have reviewed the subject pool, and feel, that in my opinion that the compaction of the soil is sufficient for the installing of the pool.': If I can answer any questions, please let me ]:now. Very truly yours, p i C.W.BAC OUR NEW ADDRESS 13647 GARNER LANE CHICO, CA 95973 ENGINEERING - • . SURVEYING PLANNING DESIGNING 3012,The Esplanade, Chico,_ California 95926 Telephone: (916) 34274136 July 8, 1999 B A C H 1 i/ 1 A N & ASSOCIATES County of Butte Building Department 7 County Center Drive Oroville, CA 95965 RE: BARRY & KAREN JOHNSON LOT # 1 SPANISH BLUFFS APN 1141-148 HOLIDAY POOLS ATTN: Scott Rutherford Dear Scott: Today, I reviewed the pool for Holiday Pools at the above referenced site. Based upon the print that you faxed to me; it is my opinion that the pool is outside of the F.E.M. A. Restrictions. I measured from the center of the cube -sac to the far edge of the pool. As shown on the drawing supplied ( copy enclosed); it is another 70 feet plus to the flood plain. I hope the enclosed material is sufficient for Holiday Pools to get their permit. Thank you for your time in this matter. Very truly yours, C.W.BACHMAN RCE # 16803 ENGINEERING 0 SURVEYING 0 PLANNING 0 DESIGNING 3012 The Esplanade, Chico, California 959,26 Telephone: (916) 342-4136 +/Jul -07-99 09:49P P.01 i u,�.tWL Gee,, o uw.�,r�c� G''�•o�l�ioy'. � C � �'" ,� �' G , CL OF BUTTE CREEK AS CALLED FOR 1N .DEED FROM /GILBERT ALM AND ERIKA M. ALM TO BALDWIN CONTRAC? COMPANY RECORDED IN BOOK 1220 O.R. PAGE.348 (R6) i S 85° 00' W (R 6) N 850 10' 0 6" E 58.54 -3/4" 1.P. TAGGED E. 14203 4T v NN ss 3 WIN" . _" to O 00 �n 0 0 On C z ci A p0 ool S 68 01p• p6 2`\ S 68 LO.T i 3.38Ac. R APPROXIMATE \ EDGE I OF WATER I 85 3 50 Of 12' S.D.E. m _ m 6 LOT 3 LOT 2 W 3.22 Ac. 3.33 A.c. N -,�, .N O O o m M N m m � N N ID O O O N of vi L. 50 B. S. r— �--- rG A p NISH 442A-18 I R;sa. NT704146"ESr ff c.✓ 10' P.U.E. 3/4" I.P. TAGGED 253 37" / 226.51' 212.64 :� '� "tJs..G4.L�.L E. 14203 Id S ONE FOOT NO ACCESS STRIP SA l SIS OF BEARING RECORD REFERENCE BOOK 87 PARCEL MAPS PAGE 92 893 THEBASIS OF BEARINGS FOR THIS SURVEY (RI) -- IS GRID NORTH OF THE CALIFORNIA (R2) BOOK 52 PARCEL MAPS PAGE 30 (R3)-- Mc COY MAP 46' 3826 �nnvnlNeTE SYSTEMA ZONE 2, DISTANCES -„T Tn or, RF BOOK 1799 O.R. +I June 23, 1999. Holiday Pools 1170 E. Lassen Chico, CA. 95973 . Barry and Karen Johnson Assessor Parcel Number: 011-410-148 Building Permit Number: 99-1294 butte Co, LAND OF NATURAL WEA LTH AND BEAUTY BUILDING DIVISION . DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530)538-2140 This office reviewed the above referenced building plans. Please respond in writing to each' comment by creating a response letter. Indicate which detail, specification, or calculation shows the requested information. Your complete and clear responses will expedite the re -check and approval of this project. Provide additional information and/or make revisions to plans, specifications and calculations as follows: 1) . Flood elevation certificate required. Sanitation and plot plan approval is required from the Butte County Environmental �( Health Department. If you wish to discuss any requirements, you may contact me at (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. Sincerely, Glenn Gibbons Plans Examiner dAU01 1'ree /00 /0 /0 -OW ,� Olt' I -Q 1; rip A rY'f �' �,�� '��1.' y \moi �� r,'�NLr ., I t, ;i.JI 114. z I OJU- ' ftk* MAU, SOL. ZoTj%; 5; C- P'4 -A MAU, SOL. 9-- - T AL. N I ZoTj%; P'4 -A ti T11 36 polls 9-- - T AL. N I I C7 • REG, /, op, Sf > C • REG, /, op, Sf —Ur it ,tee lilt 1 A GOG30 Q 6 ei —Ur it ,tee lilt 1 A F2 factor 0.90 -4 3 -1 0.80 Number of stories -1 0 R -value One Two Three R-0 -103 -49 -02 R-19 -8 -4 -2 R-30 -2 • -1 -1 R-38 ".. 0 0 0 U -value .50 .40 less 0.50 -176 -84 -54 0.30 -102 -49 32 0.10 -26 -13 -8 0.08 -18 -9 -6 0.06 -11 -5 -4 0.04 -4 -2 -1 0.02 4 2 1 0.00 11 5 3 2. Wall Insulation 5 12 28 Single- Single - -10 -2 Family Family MuI6- R-value Detached Attached Family R-0 -68 -51 -34 R-11 0 0 0 R-13 2 2 1 R-19 8 6 4 U -value 24 -43 -12 0.80 -153 -114 -76 0.50 -91 68 -46 0.30 -47 -36 •24 0.10 0 0 0 0.08 4 3 2 0.06 9 7 5 0.04 14 11 7 0.02 19 14 10 0.00 24 18 12 3. Raised Floor Insulation 11 16 Insulation in Floor. -26 -3 2 Number of stories 12 R -value One Two Three R-0 -17 -8 -5 R-11 -3 -2 -1 R-19 0 0 0 R-30 3 1 1 U -value 17 14 -14 0.60 -144 -70 -46 0.50 -120 -58 -a 0.40 -95 -46 30 0.30 39 -34 -22 0.20 -43 -21 _14 0.10 -17. -8 =5 0.08 -11 -6 -4 0.06 -6 -3 -2 0.04 -1 0 .0 0.02 4 2 1 0.00 10 5 3 - Controlled Ventilation Crawispace 18 20 Number of stories -1 R -value One Two Three R-0 -11 -7 -5 R-5 -4 -4 3 R-11 -2 -2 -2 R-19 -1 -2 -2 4. Slab Edge Insulation 5 4 �- Number cf Stories _ R -value One Two Three R-0 0 0 0 R-5 8 5 2 R-7 8 6 .3 F2 factor 0.90 -4 3 -1 0.80 -1 -1 0 0.70 2 2 1 0.60 6 4 2 0.50 9 6 3 0.40 12 8 4 5. Infiltration (Air Leakage) 7. Shading (Shade Open) Effective Pei c t Glass (paeent 81an x SC) Effective Spedfmtion Standard Single. Family Attached 0 2 4 6 8 10 12 13 13 12 11 Muth Family 0 1 3 4 5 7 8 9 11.- 12 13 Points 0 St n of 7-10 6. Glass Heat Loss East South West Total 18 5 1 4 U -value na Percent 4 2 .51 to .41 to .31,to 0.30 or Glass Single Double .60 .50 .40 less 50 -121 -53 -39 -24 -10 4 40 -90 -37 -26 -14 3 8 35 -75 -29 -19 -9 1 10 30 -61 -21 -13 -4 4 12 29 -58 -20 -12 -3 5 12 28 -55 -18 -10 -2 .n 5 13 27 -52 -17 -9 -2 6 13 26 -49 -15 -8 -1 7 14 25 -46 -14 -7 0 7 14 24 -43 -12 -5 1 8 14 23 -40 -11 -4 2 8 15 22 -37 -9 -3 3 9 15 21 34 -7 -2 4 10 15 20 31 -6 0 5 10 16 19 -29 -4 1 6 11 16 18 -26 -3 2 7 12 16 17 -23 -1 3 8 12 17 16 -20 0 4 9 13 17 15 -17 1 6 10 14 17 14 -14 3 7 10 14 18 13 -12 4 8 11 15 18 12 -9 6 9 12 15 19 .11 -6 7 10 13 16 19 10 -3 9 11 14 17 19 9 -1 10 13 15 17 20 8 2 12 14 16 18 20 1 -1 -2 -1' -9 1 1 7. Shading (Shade Open) Effective Pei c t Glass (paeent 81an x SC) Effective i 11crIIlal IVIAbb Single. Family Attached 0 2 4 6 8 10 12 13 13 12 11 Muth Family 0 1 3 4 5 7 8 9 11.- 12 13 Interior St n of 7-10 %Glass North East South West Skylight 18 5 1 4 1 na 16 4 2 5 1 na 14 4 2 5 1 na 12 3 3 5 2 . na 11 3 3 5 2 na 10 2 3 5 2 1 9 2. 3 5 2 2 8 2 3 5 2 2 7 1 3 4 2 2 6 1 3 4 2 3 5 1 2 4 2 3 4 0 2 3 1 3 3 .. 0 1 2 1 3 2 - '0 0 1 0 3 1 -1 -1 -1 -1 2 0 4 -2 -4 -2 0 na = not allowed 5 7 9 9 IB. Shading (Shade Closed) 4.0 3 Effective Permit GIs= 8 9 (paeent Qiass x SO - 3 7 8 10 - 11 11 %Gtin au NoM East South West Slg%M 18 -14 -48 -69 -64 ..na 16 -12 -42 -59 -55 na 14 -10 -35 -50 -46 na 12 -8 •29 -40 37 na 11 -7 -26 -36 -33 na 10 -6 -23 -31 -29 -74 9 -5 -20- -27 -25 -65 8 -5 -17 -23 -21.. -56 7 -4 -14 -19 -18 -47 6 -3 -11 -15 -14 -38 5 -2 -9 -11 -10 -30 4 -1 -6 -8 -7 -23 3 0 -4 -5 -4 -16 2 1 -1 -2 -1' -9 1 1 1 1 1 -4 0 2 3 4 3 0 na - not allowed 0 or Solar 12 ' ` 8 7. "IIca Iul i 11crIIlal IVIAbb Single. Family Attached 0 2 4 6 8 10 12 13 13 12 11 Muth Family 0 1 3 4 5 7 8 9 11.- 12 13 Interior St n of 7-10 Slab Floor Raised Floor Mass SE or HSPF Stories At +610 Stories SEER /CFA One Two Three One Two Three 0.0 -8 -5 -4 -2 -1 -1 0.1 -8 -5 -3 -1 0 0 0.3 -7 -4 -2 0 1 1 0.5 -6 -3 -1 1 1 2 0.7 -5 -2 -1 1 2 2 0.9 -5 -1 0 2 3 3 1.1 -4 -1 1 3 4 4 1.3 -3 0 2 3 4 5 1.5 -3 1 2 4 5 5 2.0 -1 2 4 5 6 7 25 0 3 5 7 7 8 3.0 1 4 6 8 8 9 3.5 2 5 7 9 9 10 4.0 3 6 8 9 10 10 4.5 3 7 8 10 - 11 11 5.0 4 7 9 11 12 12 5.5 5 8 9 11 12 12 6.0 5 8 10 12 '13 13 6.5 6 9 10 12 13 13 7.0 6 9 11 .13 13 14 7.5 6 10 11 13 14 14 8.0 7 10 11 13 14 14 8.5 7 10 12 13 14 15 10. Exterior Wall Thermal Mass Exterior Wall Mass 0.00 0.20 0.40 0.60 0.80 1.00 1.20 1.40 '1.60 1.80 200 Single- Family Detached 0 3 5 8 10 13 13 12 10 10 10 Single. Family Attached 0 2 4 6 8 10 12 13 13 12 11 Muth Family 0 1 3 4 5 7 8 9 11.- 12 13 11. Heating System St n of 7-10 Measures SC % TYPE 1 MASS tUIMC • 4.2. !e: exposed slab) �- �- SE or HSPF -24 io r1410 At +610 (assumes ducts In ante) SEER less -15 4; Sum of 14 +15 more 8.0 -25 or -24 to -14 to -4 to +6 to 16 or SE HSPF less -15 -5 +5 -'+15 more 0.72 6.60 0 0 0 0 0 0- 0.75 6.88 3 3 3 2 2 -1 0.80 7.33 8 7 6 5 4 3 0.85 7.79 13 11 10 8 7 5 0.90 8.25 17 15 13 11 9. 7 0.95 8.71 .- 20 18 -15 _ 13 " t1 8 3 Effective SE or HSPF 11.0 = (SE or HSPF x duct eMciency) 9 7 Effective -25 or -24 to -14 In 1 to +6 to 16 or . . SE HSPF less -15 -6 +5 +15 more 0.30 Z75 -73 -64 =56 .47 -38 30 na 3.41 -45 -39 -34 -29 -24 -18-- 0.40 3.67 -34 .-30 -26 -22 -18 -14 0.50 4.58 -10 -9 -8 -7 -5 -4 0.56 5.13 0 0 0 0 0 0 0.60 5.50 5 5 .4 3 3• ' 2 0.70 6.42 17 15 13 11 9 7 0.80 7.33 25 22 19: 16 13 10 0.90 8.25 32 28 24 20 17 13 1.00 9.17 37 32 28 24 19 15 Zonal Control Adjustment -4 System Type -5 4' .4 3 -2 Resistance 10 9 7 6 4 3 Other 6 5 4 3 2 2 SEER t Tyre I -►ts (I.7-01NC-4.11 IC.tyatW .1_bl (&Mine, ducts In aide) SCORE CARD % Total Glass [161 Type [double] St n of 7-10 Measures SC % TYPE 1 MASS tUIMC • 4.2. !e: exposed slab) �- �- -25 or -24 io r1410 At +610 16 or SEER less -15 4; +5 +15 more 8.0 -14 -12 -10 •8 -6 -4 - 8.5 -9 -7 -6 -5 -4 -3 _ _ , 8.9 -5 -4 -4 -3 .2 -2 9.0 -4 3 -3 -2 -2 -1 9.5 0 0 0 0 0 0 10.0 4 3 3 2 2 1 10.5 7 6 5 4 3 2 11.0 10 9 7 6 4 3 ' 120 15 13 . 11 9 7 5 13.0 20 17 14 12 9 6 3.1 3.3 3.5 3.7 4 4.2 4.4 4.6 Etl'eittve SEER 50� 5.2 5.4 (SEER :educt effleiency) 0.3 0.6 0.8 Sk7l of 7-10 1.2 -1.4 Effective -25 a -24 to -14 b 4b +61111) 16 Or SEER less •15 -5 +5 +15 more 5.0 -30 -25 -21 -17 -13 -9 6.0 -12 -11 -9 -7 -6 -4 6.6 -5 4' .4 3 -2 -2 7.0 0 0 0 0 0 0 8.0 9 8 6 5 4 3 9.0 16 14 12 9 7 5 10.0 22 19 16 13 10 7 11.0 : 26 23 19 15 12 8 i 12.0 - 30 26 22 18 14 9 13.0 i 33 29 24 20 15 10 i Zonal Control Adjustment 50% 0.9 1.1 10 8 7 6 4 3 23 No Coolin; System Installed 27 -Stories 3.2 3.4 3.6 &$8 4 One -5 -4 -4 -3 -2 -2 Two+ 3 3 ..,2 2 2 1 Single -Family Detached and Attached 1.6 1.8 Unit Size (so 2.2 Water C% 2.6 ;199 1201 1700 2200 2700 Heater Credit or -7 to to to - of Type Type less.11699 2199 2699 more SG None 0 0 0. 0 0 or Solar 12 ' ` 8 6 5 4 HP HWR 8 5 4 3 3 4.4 WSB S. 3 3 2 2 5.6 POU 8 54_ 63 3 3 SE None 3 -24 _7 18 -15 -12 2.6 Solar -1 -1 -1 .0 0 3.8 HWR -18 -12 -9 -7 3 - WSB . -25 -16 -12 -10, -8 _ POU .-111.._12 -9 -7- -6 IG None '-5 -3 -2 -2 2 3.3 Solar 7_ 5 4 3 2 4.6 POU Z_ _ 2 1 1 1 i IE : None -28 -19 -14 -11 -9 IS Solar - 8' 5 4 3 3 27 POU - -10 •6 -5 -4 -3 4 Muld•Famlry (individual units) 4.6 4.8 5.1 Unit Size (sq 51 5.7 Water 6.1 699 700 1200 1700 2200 Heater Credit or to to b or Type Type less 1199 1699 2199 mare• SG None 0 0 0 0 0 or Solar 14 7 5 4 3 HP HWR 9 5 3 2 2 2.3 WSB 9 4 3 2 2 3.5 POU 9 5 3 2 2 SE None 45 -23 -15 -11 -9 6.1 Solar. 2 1 1 0 0 1.7 HWR •-23 -12 -8 -6 -5 3 WSB -25 13 -8 -6 -5 4.3 4.5 4.7 4.9 , 5.1 5 3 ' IG None .. -8. -4 ' -3 .-6 -2 _-5 j -2 6a Solar. 6 3 2 1 i '1 25 Pnll . -. 1.....-_._ 00 3.1 33 3.5 IE None 30 -15 -10 .8 -- 6 S .1 5.2 Solar 18 9 6 4 4 6.4 POU • -8 . 4 -3 -2 •2 21 2.3 25 28 3 3.2 t Tyre I -►ts (I.7-01NC-4.11 IC.tyatW .1_bl Climate Zone 11 SCORE CARD % Total Glass [161 Type [double] % Glass Measures SC % TYPE 1 MASS tUIMC • 4.2. !e: exposed slab) �- �- or R -value [38] U -value [0.030] 2. Wall Insulation or 0% 5% to% 15% 20% 257E 30% 35% 40% 45% 50% 55% 60% 6S$ 70% 75% 80% 85Y. 9o% 95% 100% 105% 110% 115% 120% 125' X 0 0.2 0.4 0.8 0.8 1.1 1.3 1.5 1.7 1.9 21 23 2.5 2.7 29 . 3.2 3.4 3.6 3.8 4 4.2 4.1 4.6 4.8 5 5.3 10% 0.2 0.4 0.6 OA 1 1.2 IA 1.6 1.9 2.1 2.3 25 2.7 2.9 3.1 3.3 3.5 3.7 4 4.2 4.4 4.6 4.8 50� 5.2 5.4 20% 0.3 0.6 0.8 •1 1.2 -1.4 1.6 1.8 2 2.2 . 24 27. 29 3.1 13. 31 3.7 9.9 4.1 4.3 4.5 4.8 5 5.2 5.4 56 30% 0.5 0.7 0.9 1.1 1.4 ` 1.6 1.8 2 2.2 24 26 2.8 •3 3.2 3.5 9.7 3.9 4.1 4.3 4.5 4.7 4.9 5.1 5.3 5.5 5 8 4016' 0.7 0.9 1.1 1.3 1.5 1.7 1.9 2.2 2.4 26 2.8 3 3.2 3.4 ' 10 3.8 •4 14.3 4.5 4.7 4.9 5.1 5.3' 5.5 5.7 5.9 50% 0.9 1.1 1.3 IS 1.7 1.9 21 23 2.5 27 9 3.2 3.4 3.6 &$8 4 42 •, 4.4 4.6 4.8 5.1 5.3 5.5 5.7 5.9 6.1 55% 0.9 1.1 1.4 1.6 1.8 2 2.2 24 C% 2.6 28 3 3.2 3.5 3.7 3.9 4.1 4.3 4.5 4:7 4.9 5.1 5.3 5.6 5.8 6 6.2 60% 1 1.2 1.4 1.7 1.9 21 2.3 2.5 2.7 2.9 3.1 3.3 3.5 3.8 • 4 4.2 4.4 4.6 4.8 S 5.2 5.4 5.6 5.9 6.1 63 65% 1.1 1.3 1.5 1.7 1.9 22 2.4, 2.6 2.8 3 3.2 3.4 3.6 3.8 4 4.3 4.5 4.1 4.9 5.1 5.3 5.5 5.7 5.9 6.1 64 70% 1.2 1.4 1.6 1.8 2 22 25 27 2.9 3.1 3.3 3.5 3.7 3.9 4.1 4.3 4.6 4.9 5 5.2 5.4 5.6 5 8 6 6.2 64 75% 1.3 IS 1.7 1.9 21 23 25 27 3 3.2 14 3.6 3.8 4 4.2 4.4 4.6 4.8 5.1 5.3 51 5.7 5.9 6.1 6.3 6.5 80% 1.4 1.6 1.8 2 22 2.4 26 2.8 3 3.3 3.5 3.7 3.9 4.1 4.3 4.5 4.7 4.9. 5.1 5.4 5.6 5.8 6 6.2 6 4 6 6 85%1.4 1:7 1.9 2.1 2.3 25 2.7 2.9 3.1 3.3 3.5 3.8 4 4.2 4.4 4.6 4.8 S 5.2 54 5.6 5.9 6.1 6.3 6 5 - 67 90% • 1.5 1.7 2 2.2 24 28 2.8 3 3.2 3.4 3.6 3.8 4.1 4.3 4.5 4.7 4.9 , 5.1 5 3 ' ' 5.5 5.7 5.9 6.2 6.4 66 6a 95% 1.6 1.8 2 2.2 25 27 2.9 3.1 33 3.5 3.7 3.9 4.1 4.3 4.6 4.8 S .1 5.2 5.4 . 5.6 5.8 6 8.2 6.4 6.7 6.9 t00Y. 1.7 1.9 21 2.3 25 28 3 3.2 3.4 3.6 3.8 4 4.2 4.4 4.6 4.9 5.1 5.3 5.5 5.7 5.9 6.1 6.3 6.5 6.7 7 105% 1.8 2 2.2 2.4 2.6 28 3 3.3 3.5 3.7 3.9 4.1 4.3 4.5 4.7 4.9 5.1 5.4 5.6 5.8 6 6.2 6.4 6.6 6 8 7 110% 1.9 2.1 2.3 23 27 29 3.1 3.3 3.6 3.8 4 4.2 4.4 4.6 4.8 5 5.2 5.4 5.7 5.9 6.1 6.3 6.5 6.7 . 69 7.1 115% 2 2.2 2.4 2.6 28 3 3.2 3.4 3.6 3.8 4.1 4.3 4.5 4.7 4.9 5.1 5.3 S.5 5.7 5.9 6.2 6.4 AS 6.8 7 7.2 120% 2 2.3 2.5 2.7 29 3.1 3.3 3.5 3.1 3.9 4.1 4.4 4.6 4.6 5 5.2 S.4 5.6 5 6 6 6.2 6.S 6.7• 6.9 7.1 7.3 1 125% 2.1 2.3 25 2.8 3 3.2 3A 3.6 3.8 4 4.2 4.4 4.6 4.9 5.1 S.3 5.5 5.7 5.9 6.1 6.3 6.5 6.7 7 7.2 7.4 Point System Summary: Climate Zone 11 SCORE CARD % Total Glass [161 Type [double] % Glass Measures SC 1. Ceiling Insulation or R -value [38] U -value [0.030] 2. Wall Insulation or R -value [11) U -value [0.0981 3. Raised Floor Insulation or = R-value[191 U -value [0.037] 4. Slab Edge Insulation or % Glass R -value [0] F2 facwr 10.771 S. Infiltration Standard X 6: Glass Heat Loss 7. Shading (Shade Open) . a. North b. East c. South d. West e. Skylight 8. Shading (Shade Closed) a. North b. East c. South d. West e. Skylight 9. Interior Thermal Mass (+ 10. Exterior WalllMass _. "11' Heating System �Zrorrnal Control? (Y / N ) 12.`Cooling System •. p Zonal Control? ( Y / N ) 13. Water Heating Point Scores 1 � 0 Type [SG] Credit [none] ' Sum 1.6 •� Sum 7-10 Point Total. �� 11 -value [0.65] % Total Glass [161 Type [double] % Glass SC Eff. % Glass X X = X = X % Glass SC Eff. % Glass X = X X = X = X TYPE 1 MASS AREA s i, COND. FLOOR AREA InteriorNnss/CFA TYPE 2 MASS AREA $ Exterior Well Mass ND . L R AREA ' X SE or HSPF Duct Efficiency 10.781 Effective SE or [0.72/6.61 - y .._ HSPF 10.5615. 151 X - SEER [9.51 Duct Efficiency [0.74] Effective SEER [7.03] Type [SG] Credit [none] ' Sum 1.6 •� Sum 7-10 Point Total. �� Certificate of Compliance: Residential Climate Zone 11 ProjectTt(3e' 92 ` 30*R S Building Permit o /t r -- - - l Q►J — _ - ,- ^ t 7 Checked By / Date Documentation Author T Enforcement Agency Use Only Glass Area % Glass BUILDING DATA North ZZ . Conditioned Floor Area 60 "0 4-1 Number of Stories —I/ East&PT Slab/Raised Floor �Number of.Units South 3 8 ZSingle qa-j—, Family Detached (SFD) (] Addition Alone West Skylight / f <Single I y Family Attached (SFA) [ ] Existing Building Multi -Family (MF) [ ] Existing -Plus -Addition Total //t:7 4) /71 BUU,DING SHELL INSULATION Component Insulation Locafinn/Comments Type R -Value (attic. .to garage, tvpianl, eta) Wall .............• Wall... Roof............. Roof ............. Floor ............. �� Floor ............. Slab Edge..... GLAZING Shading Devices Glazing Area Glass Type Interior Exterior Overhang Framing Type Orientation (sf) (single. double) (colla blind. etc.) (shadescrem etc.) (yeslh►o) (tnataUwood) vo nth ( ) 5 Z?i North ( ) East ( ) East ( ) South ( ) South ( ) West West ( ). Skylight....... THERMAL MASS Type/Covering Area Thickness (stab/exposed, tile, etc.) (SO (inches) Location/Description (kitchen. bath. -etc.) - HVAC SYSTEMS Minimum Duct Type (furnace, air Efficiency Location Duct Output Manufacturer / Model # conditioner, heat pump) (SE, SEER.HSPF) (attic, etc.) R -Value (Btuh) (or approved equal) FV fL N t to �il, I mum' -C- ,�_ u,C 2f•l TM R Ft lit -DING Maximum Furnace Heating Output: 04 7!?/Btuh APPROVbU HOT WATER SYSTEMS Tank Manufacturer/Model # System Type (storage gag. etc.) Capacity (or approved equal) Special Feature(s) Z� S G 47? S 'T SPECIAL FEATURESIREMARKS (Add extra sheets if necessary) I I i Mandatory Measures Checklist: Residential MF -111 NOTE: Lowrise residential buildings subject to the Standards must contain these ttxastues mpardkss of the compliance approach used. Items marked with an asterisk (-) may be superseded by more stringent compliance requirements listed on the Cenifecatc of Compliance. When this c?Wkliu is incorporated into the permit documents. the features noted shall be considered by all parties as binding minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. s.�nu DESIGNER ENFORCEMENT Building Envelope Measures §2.5352(a): Minimum ceiling insulation R-19 weighted average. ' §2.5352(br Loose fill insulation manufacturef's labeled R -Value. ' §2-5352(c): Minimum wall insulation in framed walls R-11 weighted average (does net apply to exterior mass walls). 12.5352(k): Slab edge insulation - water absorption rate no greater than 03%. waren vapor transmission rate no greater than 2.0 perm/inch. 62-5311: Insulation specified or installed meets California Energy Commission (CEC) quality standards. Indicate type and form. §2.5352(!)• Vapor barriers mandatory in Climate Zones 14 >trtd 16 only. 62.5317: Infilaation/Exfilaauon Controls L Doors and windows between conditioned and unconditioned spaces designed to limit ser leakage. b. Doors and windows certified. c. Doors and windows weathersuipped: all joints and penetrations caulked and sealed §2-5352(e): Special infiltration barrier installed to comply with 62-5351 meets CEC quality standards. 12-5352(d): Installation of Fireplaces 1. Masonry and factory -built fireplaces have: a. Tight rifting, closeable metal or glass door b. outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilau allowed. HVAC and Plumbing System Measures §2-5352(8) and 2.5303: Space conditioning equipment siring: much nkuladors. 62-5352(h) and 2-5315: Setback thermostat on all applicable heating systems. 12-5316(a): Ducts constructed. installed and insulated per Chapter 10. 1976 UMC §2.5316(br Exhaust systems have damper controls. 12-5314(c): Gas-fired space heating equipment has intermittent ignition devices. 12-5314: HVAC equipment, water heaters, showerheads and fauects eerriried by the CEC. 12-5352(1): Water heater insulation blanket (R-12 or greater) or combined interiorksterior insulation (R-16 or greater); fust 5 feet of pipes closest to tank insulated (R-3 or greater). 12.5312(Exception 1): Pipe insulation on steam and steam condensate return & recirculating piping §2.531R(d): Swimming Pool Heating I. System has: a. On/off switch on heater. b. Weatherproof instruction plate on heater. c. Plumbed to allow for solar. 2. 75 percent thermal efficiency. 3. Pool cover. 4. Time clock. 5. Directional water inlet Lighting and Appliance Measures r 12.5352(j): Lighting - 25 lumens/watt or greater for general Lighting in kitchens and bathrooms. -. 12.5314(c): Gas rued appliances equipped with intermittent ignition devices. §2-5314(x): Refrigerators, refrigerator -freezers• freezers and lluoneseent lamp ballasts certified e by the CEC. Indicate make and model number. - COMPLSANCE STATEMENT This certificate of compliance lists the budding featmes and performance specifications needed to comply with Title 24. Chapter -2-53 and Title 20. Ch *z2. Subchapter4. Article 1 of the Califomia Administrative code. This certificate has been signed by the individual with overall design responsibility and the building owner. who shall retain a copy of it and transmit the certificate to any subsequent purcl aser of the budding. Designer Name: . 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