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00010091 File & Plans 0190 ) 0oq I 7 141b�o� JOB SHEET OF V Don Blessen A Assoc. CALCU,.,E. , � � DATE 555 Odid 1.St.Sulb E sFolsom•CA 95MCNECNED BY_ DATE 91 6-085-35"FAX 985-4548 SCALE— ST�UCTU�,4L C,4LCUL4TI®N� FOR 4ND®NI,4N 4D®ITI®N tit ' 07 7, 7P4C7 6401, 90FESS�O DEC. 1999 y Q laafL. 3a, 2000 o. 043807 z m E.n eiwioi A ® ?U�•1 Zp OO f P © 3v1.`1 28�?.000 F OF CAJ-0 SHEET NO Don Blessen & Assoc. CALCULATED BY DALE f 1 i 555 Ookdaly SL.Sulo E CHECKED Br Folsom,CA 95630 DATE 916965-]591 FAX 965-45/9 SCALE LOADS Room FLOOR ROOFING l Tli-E ) 0,0 Per FLOORING 1.5 Per S—EATnING Z.0 SHEATHING 2,5 FRAMING 3.5 =---N— .o CEILING 2.5 zo•o _OaE =ACTOR x I ,O D.L. 10.0 per L D.L. Zp .c per L.L. 40.0 50.0 per 7jv.D per �O'E5. 'DESIGN TO CONFORM TO THE 1991 UNIFORM BUILDING CODE. —ORIZONTAL FRAMING TO BE DOUG. FIR 02 UNLESS OTHERWISE NOTED. &\ BEAMS TO BE DOUG. FIR al U.O.N. ARE-FAB TRUSS BY TRUSS MANUFACTURER. G_ -LAM BEAMS TO BE COMBINATION 24F-V4 DF/DF. SO\CRETE STRENGTH AT 28 DAYS TO BE 2500 psi. REINS STEEL TO CONFORM TO A.S.T.M. A615-40. 5—R,C-URAL STEEL TO CONFORM TO A.ST.M A-36. JOB SHEET NO. OF ®on Blessen & Assoc. \y CALCULATED BY�1— `� DATE • • 555 Oakdale S1.Suite E CHECKED BY DATE — Folsom.CA 95630 916-985-3599 FAX 9854549 SCALE F-►2AM1f�� �� ADnITIo�I .orJ�Y vin t ` �ifo x 2 = 72, p t HJLW•Am• ow• IPp,,,1 m 2 � 12 'rLooR 7�"[s• aT 1/e11'•L• - (,E) _ co x•33 = X07 . Mh.x..AMow -,?AJ .= 1-7 7 AsSVil'bt5 . 4oF'WfF TILE_ oP. 4.R.9uTEG F'woR1�.lG1 u5� j15�K �I U.n-bo H(-RS.. Cµ) Fwo�c nT`+ �t lloo•� L-. 19•SUj-j SO � uti ` So x 4zi3 s e'1 f•f - . 3roS` foto. O.0'7 M c 3co5 k 10.4 ,. o'S 1419 rz SE r 1`lo S x I� 9e c1• .1�� TsTe, .A'T_ Ilo I It•1^4- --lb,S � 1�8E-(i v ,D9�1�111�Ql�l ('-�(i G1 til CYl SHEET N0. � ` OF Don Blessen & Assoc. CALCULATE DATE ` • 555 OskGals St.Sults E CHECKED 9Y DATE Folsom,CA 95930 915-055-3594 FAX 995-4549 SCALE aK, Ts'Ps• w/ tnlG. t_ 18 c,' IL�-IP P,42-0. I'L � >• Sok � >, 0•x,'7 � q.-1,o. C'yt•� ur, tAr.,, f7L c �Ico x �I i- 7i tib x 14, x-� iui 4") l��i` LD L• +io9!) 1145• = So x 4 �'I = 3� rT L�•f�) ,ry o W1- f-Y l ��,•c.t). M = Its x I�•'I - �5 x .lZ•'7- x o•S - 17(0 SP l•7 ' E 'Lb o o x 4-60,0 Pr �j tb.S` Gi x y l a ♦ x t�7JPa >, d" JA . �'p 1z. . A 11.ILz ra its l - L.Alj 'STS �►'(" 1 0.�. joa man aammil 9MEET NO. � OF I Don Blessen A Assoc. CALCULATE DATE • ' 555 Oakdal.St.Suit.E CHECKED BY DATE Fubwq CA 95570 016985-7594 FAX 955-4549 SCALE t,K c,a.,T• Ts-rS. AT I%T ftiR I..: 1�.5t C rsrs,. wT UTP- ci9•� - l5•�t � .,.«. Pf6l q b j L 1� x Io + �.q S• .� * I•�3 �_ 4-v 1. _ 015.` p• L•. ot,1�y. v'1. 1140 �. �.�• at cA"T . -1'1''4. X146• . vv 4t .15$t 4►'�7 41'� '� M � uro.b ti.7j'!" r O!s . '�' IlotiO x �J s Ga2�►o.l. �j 3 51.5 O r Iy ■ ,'I'1.. �n�'. ..._..-.... �1 y 17'2,e uSE h . 2 Pr_ 1 a . aT 14 . it SHEET NO OF _� Don Biessen A Assoc. CALCULATED BY DATE • ' • 555 o.kd.l.St.S.Its E CHECKED BY DATE Folsom.CA 95830 976M-0594 FAX 9854549 SCALE 61•'1._ w1 It- 15 t- A5. ` d• I+LS x 2.LysIi > l0 - 01�2 Is Aoo sit 1�1 ct1-A1�NG't. . To I Q 6D+<. @pC 0r r44pG ADV• Sh 1'S X 't2�iS x Ita 14' Iln 0 Co(- x 3to004 .. 0.4 k a,le opo a -t.z35 x 1�� x 172b X . 3100 1^4 - 3�A r 30�o v 10 x Ir!— FR off LIS E. G ISL K •!LOQ"]. '1.10 L_ o"4,1 5 vsE (ti tiffs .0 nL51'lr. fi = tido = � Pte• 11� - ��o� wec�t al,.,aHoos_ 1 ..._..... ..... ... ........... S,� = 1• S x 2Zo�1 x (o' .+. S`14o >< to k 3 z 1$ 41„3. o.�ro .Y 31oo0a� x 133 Ax _ 1 s o h x 3wa0.0 S� • I Sr L23�j x 104 + 51 Lo t 1 0'. � k 1-1 Z6 K �1- JOB IJ 1813 Ami IT i n Q SHEET NO. OF I3 Don Blessen & Assoc. CALCULATED BT— DATE__ 00 301 Natoma Straat.Sulte 108 CHECKED BY ' Folsom,CA 95030 DATE (916)985.3594 FA%(916)9854549 SCALE AP - l+oc.flQw�1. PCAi'1o+.iS, _ S� = 14'I'l,C k I?- _ _ .c .5.1• '5. . _ A1 A1M C-K, C Yl r . tio-_7 TO e-.RA 10 L -I- S 9 ►a � 4 a ,cTtn,pw• Sid£-It�- P CiR- \-to'L� x �•33 7 1 L.1 0 = '3 4�G� -jam, v��tP S 11 PA-L. x rJb 2lo .lr1L = l - ?,c. _.. 7feuBa✓t. Wedge Anchors 41 Skinless Thickness Anchor Standard steel "A" "B" of MsterisI j_ E3 6 Hole Tru Bolt Tru Bolt Overall Thread To Be Diameter Catalog Catalog Length Length I Anchored (In.) Number j Number (In.) p.) (In.) J T14134 TSS14134 136 3/4 1/2 A 714214 TSS 4214 2'A 7/9 1 714314 TSS14314 3'A 7118 2 - ---~738214 ITSS382141 2'/1 1 1 x 738300 '7$$38300 3 A e T38334 ITSS383341 336 1'/8 2 — 738500 — 5 1'/e 3'/1 T12234 ITSS12234 23/41 1/8 t_ ,,2 712400 TSS12400 4 1'/4 13/8 712512 ITSS12512 5'12 11/4 21/e T12700 I — 1 7 1'A 43/8 T58312 iTSS58312 3V2 116 s/e T58414 — 4'/4 1'12 1 'e T58500 TSS585001 5 1112 13/4 T58600 — 5 1112 23/4 T58700 TSS587001 7 11/2 33/1 T58812 — 8'12 I 1'12 51A TT34434;TSS34434 43,. 4253/a T34514 — 51A 3a T34614 1TSS34614I 61A T34700 — 7 T34812 ;TSS34812! 8'/2 734100 _ 10 e 778800 — B j 778100 — 10 _ ~T10600 ! - -- 6 2'h 3/1 t 710900 — j 9 21/2 334 T10120 = 12 21/2 63/4 4 T11490 — I 9 31/2 25/e 711412 — 12 31/z 55/8 - 4 'T14-114E1 _—_ 2'A — 'T.e—re anchor 1.3 SPACING AND EDGE DISTANCES The spacing and edge distances listed in Tables 1.4.1 through 1.4.5 are based on the requirements of ASTM E 488-84 and the following relationship between the embedment, spacing, and edge distance of expansion anchors: Embedment spacing Edge Dlalence _ (E) Is) Im) 4 SD - 5.9D(shallow) 3.50E 1.75E 6 OD - 7 9D(standard) 2.00E 1.00E 8 OD - 12 OD(deep) 1.50E 0.75E Eta, 11. 1965 Foe TRUE 10A 7ftlffa 1. Wedge Anchors Table 1,3.1 •Reduction Factors for Reduced Spacing and Edge Distances Tendon Capacity Shaer Cspeclty Spacing(S)end Factor ! Edge distance ! Direction ! Factor Edge dleunce(m) (Ft) (m) of Iced Fix) S mi n = 0 5S 0.7 m min = 0.5m toward edge 0.5 m mIn = O Sm 06 not toward edge 0.6 !:ores I .near interpolation is allowed for edge distances which fall between 0.5n1 and 1 Om,and anchor spacing wnich taus between 0 5S and 1.05. 2 Red ucl,on factors should be combined where applicable(see example in Section 2.3) 1.4 RECOMMENDED DESIGN LOADS Table 1.4.1-Tru Bolt Tension Design Values In Stone Aggregate Concrete(Pounds) Anchor Mm. EdgeSpedng concrete compressive Strength(pal) Ds Embed. Dist, chli d 0 E m S 2000 3000 4000 5000 in y (in.) lin.) it n.) 14e 2000. 4.000 395 430 465 500 t'12 1 500 3.000 - 620 630 650 t vz 2.625 5.250 795 890 990 1085 2'.: 2.250 4.500 865 1000 1135 1270 ° 3 2 250 4.500 940 11101280 1455 41/2 3.375 6.750 - 1450 1530 1610 - - - ---t 2v. a,000 7.875 1085 1335 1590 1840 7 3 3.000 6.000 1260 1790 1980 2170 4 3.000 6.000 1435 1600 2170 2540 - 21e 5.000 9.625 1785 2050 2315 2575 3Jv4 3.750 7.500 2095 2560 3070 3570 _ 5 3.750 7.500 2405 3090 3775 4455 33/8 1 6.750 13.125 2330 2695 3060 3425 41/2 4.500 9.000 2540 3230 3950 4660 6 4.500 9.000 2755 3585 4415 5245 9 6.750 13.500 - 4240 5280 6320 4 7.000 14.000 - 4040 4330 4620 e 51d 5.250 10.500 - 4230 5560 6880 7 5.250 10.500 - 4420 6780 9140 -- '- 4v: -7 875 T 15.750 - 4750 5080 5420 I 6 6.000 12.000 - 5860 7290 I 8720 B 6.000 12.000 - 6130 I 8090 10050 T 5'12 9.625 19,250 - 57406880 1 8030 1 t'x 7 v. 7.250 14.500 - 9950 1 10520 1 11100 -- 10 7.250 14.500 - 9820 11370 12930 May 11 1905 File TRUE. 10A 12 --- - t n MmBolt. Wedge Anchors Table 1.4.2-TruBolt Shear Design Values In Stone Aggregate Concrete(Pounds( Anchor Min Edge Spacing Concrete Compressive Strength(psi) Dum Embetl Dist Reyulretl D E m S 7000 3000 4000 5000 On i On I (in l (in.) a 1500 4 000 —~ 240 265 290 370 1 2 250 5 250 615 675 735 795 3 750 5 250 730 745 760 795 3 000 7675 1085 1130 1175 1215 5 000 7 875 1610 1770 1940 — 3 750 9.625 1580 1740 1900 2055 21, " 6 000 9.625 2600 3235 3950 — 3)a 4 500 13 125 2095 2270 2440 2605 500 13 125 3090 3705 4345 4935 4 8 000 14 000 — 4880 4915 4955 __ --------- --- _ 8 000 15 750 — 6620 7495 8375 V6 8 000 15 750 — 9135 9650 10170 5'2 12 000 19 250 — 8485 9810 11135 7'-, 12 000 19.250 — 12210 13280 14350 ..'es 1 The taouiateo values m Tables 1 a 1 and 1 4 2 were obiamect by applying a safety tactor of 4 10 I to the average ultimate test loads A higher safety factor may be required for applications with cyclic.fatigue. r snot..loads Tne o.e•dge u't mate values are obtained from best fit siraigni lines drawn through means values of test Cala provided by an maeoenaenl test laboratory Tne tao,alea shear and tensile values are for anchors installed in concrete having the designated compressive st•engrh at the lime of installation Table 1.4,3- Tru Bolt Design Values In Lightweight Concrete (Pounds) Anchor Min Edge Spacing Diam Embed Dist Yc 2000 pu 1'c 3000 phi 1. 4000 psi DE m S .. _....________._____ .. .._._.._.__ . lin i fin I (in) Y_ —lin) Tension Shear Tension Shear Tension Shear _-___.. 66 --- 1'e 2 000 4.000 285 325 330 390 380 440 2 625 5.250 500 810 610 980 710 980 2'.a 4 000 7 875 720 1600 j 880 1750 1040 1750 e 23, 5 000 9 625 1 990 2,630 1230 2750 1480 2750 3'+ 6 750 13 125 1310 2940 1620 3560 1950 3940 '!a, 1 1985 Fne TRUB IDA ---- — — ---- _ _ 13 mdooldni d :r�c 1 INER Np. `),) pF Don Blessen & Assoc. cALcuLATEoUlb p�rE • W o.rdw.9a.suit.8 Fal,. ,CA 95630 C//EGKEp 9r O TE 918-085-M94 FAX 965-4MV &CALE >C�St-IIG FAG'�DR. = 1•K x 2,c� x 0.44 7—.4- + •4+ wAV-S - Cie-o t ld) k 0"az o R- •- v-JAu•S = Leo A 1(o) x o•2�- = 5•'1 rl r,� o S C-E I-A ST s WGIST or- CAA.-C4- Po R 5 4el*R Mugu. 5a 1J E-ouL.b I j 67t i 4 1 S I-}L�'RyJAtA+ yl Ftlo2AcN1 JDB SHEET NO. OF 'Don Blessen A Assoc. CALCULAT€D BY v DATE �O 555 Oaktlau SL Sulu E CHECKED BY Folsom,CA 95870 DATE 91"8S-75M FAX 9854S09 SCALE ,�.�, n L = L3,5' C I eco', I��•s') . " - _ coo . = q0-1,0� rt' ` 4,Il. . Z.OTk__. 13.s a La�S _ A-T off- Cfl10 k >< 8 322SS •`� 6to o �' w 'hx I� w 44.E. 12 to O .k k (0 w �j 1EgE (I, 115iM��l 4�flCoA. HO-V` w CJS AT Eo.- ePD PF. ;"W! v t R.ff .I c. e_. S . w Art. . vQAT A.v- 40klpo1--i S octV�. Q Lan,T IS ova coy�G. E-►� .wE1tit� AT L r S Cyr ou L_ C0 ap" 5 L R£ o . . . _ _ ._ H�usc-s�I�• _ 44 AT �'• S �/4 � I I '/y M I iJ I - LAM 1-4 o Lz>owx). I'oCAT' Loa HOLD DOWN SCHEDULE. (}) MINIMUM (}) (10) DIST. FROM CONCRETE TYPE 7 6) ALTERNATE HOLDOWNS STEM WALL NOTES J SYMBOL MODEL MINIMUM CENTER OF pOSi THICKNESS (1 2 3 4) NUMBER POST SIZE `ACE'OFNPOOSTH. O SPOURNGLE POOUR BOLTS 9 t 1/2. 557816 SST820 2) 5/8" PH02. LTT2O8. HTT16.STHD14 / STHD I4RJ 66, 2A H02A 2-2 ' 4 PHD85 PH06, MTT28B. HTT22 6 SA HDSA 2-2 • 4 2 1/16. 557820 SST824 2 3/4 pH00 8" 0 0 0 6„ HD6A 4 + 4 2 1/16 55TB28 SSTB34 2 7/8: NONE 4 4 2 1/16" 55TB28 SSTB34 3 7/8 NONE 8 I&A HD8ACA HD10A 6 6 2 1/16, SST028 SST934 �41 7/8' 8 6. 8" P PAHD42 4 . 4 8.. H HPAH022 4 . 4 4 14 STHD14 4 ' 4 48 MST48 4 • 4 60 MST60 4 4 •2 FTA2 2-2 • 4 •5 F"TA5 2-2 . 4 0 o z vw m u u w NOTES. I. EDGE NAIL SHEAR WALL SHEATHING TO POSTS FASTENED TO HOLD DOWNS, 2, THE MINIMUM CONCRETE STRENGTH AT 28 DAYS TO BE 2500 P- } ALL HOLDOWNS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH ALL OF THE MANUFACTURERS INSTALLATION RECOMMENDATIONS ■ 4. HOLD DOWN HARDWARE SHALL BE MANUFACTURED BY 'SIMPSON Q STRONG-TIE' CORP. OR EQUAL, 5. PROVIDE 3' MINIMUM COVER BENEATH ALL HOLDOWN BOLTS TO GRADE. IQ W 6. USE "SIMP' HPAH022-2P HOLDOWNS IN LIEU OF HPAH022 HOLDOWNS AT 3x ALL TWO POUR FOUNDATION SYSTEMS In 7. INSTALL STANDARD NUTS. WASHERS AND COUPLERS AS REQUIRED c °'uLL 8_ ALL HOLOOWNS SHALL BE SET IN PLACE BY TEMPLATE PRIOR TO FOUNDATION INSPECTION M■/� 876 9 USE B" MINIMUM CONCRETE STEM WALL THICKNESS WHEN USING EITHER vI STIIDI-I OR STHDI4RJ HOt DOWNS a 10 INCREASE HOLDOWN POST SIZE TO MATCH FULL DEPTH OF STUD WALLS 4W WHERE OCCURS c O SHEAR WALL SCHEDULE NOTES I INSTALL IN ACCORDANCE WITH ALL �) (9) ANCHOR BOLT SPACING (3, 8. 12) (9) PROVISIONS OF U.B.C. TABLE 23-1-K-I. 1 WALL, S, 6. 7) ALLOW (i}) SILL PLATE 2. 5/!� tt-11 S1pING MAY BE SUBSiITUTEO SHEATH. WALL "L SPACING SHEAR SILL 1/2' DIA 5 8' DIA } i DIAL FOR 3/8' STRUCT II PLYWOOD. NAIL SYM. LUT'L. SIDES 512 EDGE FIELD (PTI) SIIEANCH. BOLTS ANCH. BOLTS ANCH. BOLT 16d NAILS NOTES VERTICAL EDGES OF ALL SHEETS. USE �Al1ANCHOR BOIi SINKERS IOd HOT DIP O,e,Ly, NA1L5, PACING) 3. ALL CONTINUOUS FOOTINGS STALL BLOCKED WALL CK ONE Sd Y oc Y ao 2+ 48' o.c 48' o.c. 48' o c HAVE 1/Y DIA r 10" ANC/T BOLTS At QJ O BOTH Sd T 2. 48' oc 48' o_c 48' oc 8 o� 4 111 48 o.c. UNLESS OTHERWISE NOTED 3 B" STRUCT. 4. DESIGNATES SILL BOLTINC OR NAILING <a> 0 P�YWOOD OR ONE Bd 6' oc 12' o.c. 260 2+ 36" o c. 48' o.c. 72' ox WHERE SHEAR WALL SHEATHING L.IAFL. 15 O.S.B. BOTH 8d 6' oc 12' o c. 520 3• 18' O.c. 28' o.c. 36' -C }' o o 4 APPLIED TO BOTH SIDES OF WALL. J/8 SiRUCT. ONE 8d 5 STUDS At SHEAR WALL LINES SHALL BE I I PLYWOOD OR BOTH 8d a• o.c I Y o.c. 380 3+ 1 o a. 36' o.c. 48' o c. 4' SPACED AT NO MORE THAN I6' o c. SHEAR O.S.B. oc 12" G.C. 760 .3 12' O.C. 18' O.C. 24• oc Y o.c. 4, 10 NAILING SHALL BE DONE IN A MANNER TO AVOID SPLITTING OF THE LUMBER. 3 B" STRUCT. ONE ad 3' o.c IZ" o.c. 190 J. 18' oc }O' O _ ALL VERTICAL JOINTS OF PLYWOOD OR SHEET 12 P YWOOD OR BOTH }- oc IT o.c. 980 }■ li c J6 oc. }' o_c ROCK PANELS SHALL OCCUR OVER STUDS. O.S.O. oc. 20' o.c. I 1/Y oc 1 10 HORIZONTAL JOINTS SHALL OCCUR OVER FULL DEPTH 2+ SOLID BLOCKING, u r I/2' STRUCT. ONE 10d S o.c 12' o.c. 600 J. 12- o.c o i m 13 PLYWOOD OR BOTH 10d}' ox 12' o.c. 1200 }. 24 o c 3Y o.c. 2' o f 6 PROVIDE SHEARWALL EDGE NAILING (AS NOTED) s I Y o.c. 16" o c. I 1/Y ox 4. 10 TO ALL POSTS WHICH HAVE HOLDOWNS AT THE TOP OR BOTTOM OF THE POST. u o.c IY/ n u u » I4 PLYWOOD OR87 ONE tOd Y oc IY o. c. 665 J+ IY oc. 20' oc. 30" oc Y oc. O.S.B. BOTH IOd 3' o.c. 1330 }+ __ 15' oc 47. SEE APPROPRIATE DETAILS FOR APPLICATION I 1/Y o.c , 10 OF PLATE NAILING AND/OR CUP. OB. PROVIDE A MINIMUM OF (2) ANCHOR BOLTS 4. 10 PER SHEAR WALL PANEL. 9. ALL NAILS USED IN SHEAR WALLS ARE TO BE ■ COMMON NAILS. Bd COMMON NAILS TO BE 0.131• . 2 1/2- MIN IOd COMMON NAILS TO BE 0.148" . 3' MIN. O SILL PLATE NAILS ONLY MAY BE COMMON NAILS DENOTES SHEATHING APPLIED O OR GREEN VINYL SINKERS. Q O i0 ONE SIDE OF WALL DENOTES SHEATHING APPLIED ONE TO BOTH SIDES OF WALL 10 WHERE PLYWOOD IS ON BOTH SIDES OF A WALL gg BOTH AND NAIL SPACING IS LESS THAN 6' o.c. ON (� W { EITHER SIDE. PANEL JOINTS SHALL BE OFFSET ! TO FALL ON DIFFERENT FRAMING MEMBERS OR N FRAMING SHALL BE N< I NAILS ON EACH SIDE SHALL THICKERNAL OR AND BE STAGGERED C _■Ua SILL PLATES MUST ALSO BE J. NOMINAL 1 1 PER PROVISIONS OF U p C SECTION 23-26-11 1 H 0° INSTALLATION 01 SHOT PINS MAY BL USED IN LIEU OF ANCHOR BOLTS AT SLAB FOUNDATION °I COND41IONS USE RAMSET 151650 SHOT PINS OR EOUAL AT 16• o C (I C D O 16 39) t 12 ANCHOR BOLIS SH,Iktt IIAVC A MINIMUM Of A C 2' . 2' . 1/16 TIIICM PLATE WA$I1ER C ( SILL PLAIT illi% '.11A11 HI IN COMFORMAN1 I WIIII IAIII I J% I ANCH(IN 111111'; 111 111 A IMBF UDTO Ill 111 I—(VIII / 41NIMl1M I"CT; 'IK)" WIII111 1111 AI I OWAIIII '.III Alt 1' 1('.% IIIAN 1.11(1 I.II 1111 '.111 1'IAll A, 111 ' 01I1V1(1111 1111 AN.11111! HI II 1 •.1'n1 1N1 li 1.1 08/27/00 TUE 10:25 FAX 916 446 3015 DONALD JOSEPH INC. 19 001 DONALD JOSEPH INC. ARCHITECTURE INTERIOR DESIGN 1412 S STREET SACRAMENTO,CA.95814 916-446-2845 PHONE 916-446-3015 FAX FAX COVER SHEET DATE: (j -21 00 TIlME: 1� TO: FAX#: �c� • T7�•33� COMNENTS: bo�6 —• �F Yr l w A oA1z �z.L�� Lo�.ly AIL bCs"5� � TOTAL PAGES TRANSMITTED(INC. COVER SHEET): SENT BY: Z."',�L� N�1 CALL 916-446-2845 FOR ILLEGIBLE OR INCOMPLETE TRANSMISSION 06/27/00 TUE 10:26 FAX 916 4463015 DONALD JOSEPH INC. 10 003 1-7— _ I T r 1 F: r— €'" x 140. I. "r r ti I Jv II >J .. ��� _ `• fii� I _^ _ : /J Hi .... -alS m / I fISTNG 8 eEP.PIER.,T]E / NEW 2XI2 FLR. JST. AT IV O.C. SET IN BE W E k"� �•I W U EXISTING. FLR. JST. TO REMAIN. f I FIia EX15TING FLR FRAMING I( TO REMAIN. U1 a r is �.i N NEW Z I/2xII 1/2 MINI-LAM FLR. J5T. DA710N • PLAN sir 06/27/00 TUE 10:26 FAX 916 446 3015 DONALD JOSEPH INC. ®01®002 PAS 810 41016 DOMU JOSEPE INC. • 02 7 r� CITY OF CUPERTINO ' BTJ�MlkG DHPARTMEIV'T PLAMCHECK DIY 109 DATV May 0.000 ADDREV:77111 LWj,tom.' CONTROL 171145 r BRUCi D, d *S:Not"•7t to I&M is to ted is our ktwr. • q1 pt PLASMtw� C�E'L4I J'A q Id. A.At A,A/Il9 tha IIaoc i6�+ood aapppear the wtst bwrr Na111im. Tba efors,dni"a sud AOOG>' OT{r 7b a..�oa r/�y S rJ E�asa. T.4a.�Sf�4 �' C�sT6r.i7- a� apeelel llooe aalllttt an required teroua stave bwai.al tae nw blocking Has. D.PIMu ptorida addidoml • DIO. �C�l'SNe.+O/a 771tp.ry��,� *cou/16 ^4mi, . akula�loea for dos aJtba akar xafU a ty w'r floor.We 1IMS A bo rsdt for tWs apppll�cadm to a G.�G ED -r vM�J s •7a S '77N4!d To Al-g,ov Pxf" !?y..4otj�o.l< //-0 Min patpatsdktdatlY loaded hokldoxo C Plow an both Apj. oot Dlaw aii of dN shaarw Isis am taapaetive lecadotn and outllnt ttr pe9ppead 11apr oyxoed, •Rr saint of Zhu eeecjW.E6ar ,s xa1L is>< e4' 0' w/ vw/ SEGT�J f A00 brL ?DPa aMu mo•tib= D.!?; r vuw fust tbor/y�ga ul Rlae needs to d uil Ihs 2M Door and lit flour totbabri'pi ofttra m�a�dtft i oftosdt�Plea-rMaeeooHsw•"f 072, rT�7EO.�g►r' aey°tuehat ro Da loads m the IIri[ Moraamtllsira7b'd'b—aithe'old iidrlaces'. /✓3cD1F16W Fc—,a JsT. S!T'tf A-' /A0 L.a 447-b-0. i3 1 ar• .I . . rt FLATfkES • �i 3e;- '�"y; v rte.. - -;c:- _ i `•}' y` p�� 4'k`~r ;irersewmg war _ f Z-k,,aOproad I=Wg or wJ cmedn 4 rap roof ra>uw=a odalma o(I" • = � Stuailrrt 6alranitcJ fhsWnr or llealblc ned--carrr ms rtes a�lnlaro J", - � Paaering o!fvp tdrsC mag be atc5raprSt�rd 1{l . 6arw l i • :faro or sae" •Adhegw--"*mat w9riiM aav kc to predors tmrse asd Mpos*ooed.is sach a stamM as a nuke comW wilt fop r&Tse . w ! Un�r— _ N O h �If r - � t 3tG � LL ao aD t , N - 1 (9)2x)EIbLa*E►�J�,. ----� =t r_ N m / ./•�(r)Z+ci2 (i:)?�`l�xll��t+�:l�l�l�fi ''� ! ��;�•— .i( E� e ■ 10�•d�•i.1S•�`CIi.L•r`i•••i`�•i1`Pd�•d�ii'r'••driri7i'di•�`riS•iri•�1•i i41•1 fi•L1•n�.�I� s Yi'pll-"lil l' Ir-'91-.IIIL'II Ysllflxlll� -1 �-•l I --ttnn ^w-rr��l�m�m�g,- II- NU���� I��11 J] A�W" -'7 'IsFz Ip'� Ir!Ii;m �'llI .5 ' 0 IJ II � t L 11 I 01 A91 bTl I ...: ;<;4: <c ril''}:i:. F: r f:;:. : REMOVE EXISTING RAFTERS. M :ol ......'t, •.�.,;};. �� � �� ' INSTALL NE/ ZXIZ RAFTERS r .,". .a•f;:: I:�? :� :� AT IV O.C. w NEI) TILE ROOF AREA AT 4:I2 o " ROOF PITCH. ADJUST ROOF • PITCH-AS REQUIRED FOR ROOF TO BE RECEIVED UNDER OHIDOUI BILL. .. I (6q Cof�'j �k121{C�o�kJn��J EXTEND NEIA.RAFTER TAILS TO ALIGN LITH EXISTING. EUT TAIL XIS ING ENDS TO MATCH m '• all I ��. i ...... -_ ti. — ,I N II II . I II Il_---- :..Y...: HD6A - 1/8 DIA.THREADED ROD HDeA l/8"rDIA. THREADED ROD' HDIOA - 7/8" DIA..THREAD�Q ROD DmLL'MOLE 1/8" OVER ROD.DIAME7F� MTd EXG ISTINCONC.FOOTMCs ANDw/ "SIC'IP:' ETjwEPC;XY-TIE" OR EQUi NO' SEE NOTE 2. ' SOL • ROOF'SHEATHING .t r 2•x 12 OF RAFTER5 PER PLAN C a AT 16" H r "SINE'" L10: T 2x`CONT. BL.GG. FRAMTG- w% "SIMP." A35 ; rJI FA. END _ P z GLtFF 5-cAT 48"�oc. ; ' o t FLOOR 51-'EATW- o PER PLAIN F E EN. EN. ae 2 12 DF '2 FLOOR JETS. AT II(" o.c. W G'G 2x BLOfNG w w/(5) 16d'.s TO EACH RAFT ►� 'SII;P." L550 G P j i STITCH MULT. FLOOR JSTS. C AT 48" oc. TOCsETHER WITH (2)ROWS OF 16d'e Ni AT 12" o.c. JF EXTENT OE CONT.FLOOR SHEATH. 'NOTE: EDGE NAILING- IS DEMO+ED A5 E.N.ROOF: / FLOOR' CONN. 1 0 9 1 1 I l I ( ` SHEET NO. !/�} OF ,Don Blessen & Assoc. CALCVLAT€D aY � / 1 DATE S55 O.Wale S4 Suite E CHECKED 9Y Folsom•CA 96030 DATE D18.9S5-3894 FAX 985.4349 �y SCALE 122"All-V -3�yfn �I.1G �TRUCTURF4L C41�CUL4TI®NS FOR 4N!®®NI41�! ,4®DITI®N APR 1 9 2000 ®T 7, 7RF4C7 6.401, CINDY LN, CUPF ERTIN®, J1017B COPY [HIS PLAN 31HALL REMAIN ON F rHE )OB Af ALL TWES DURING CONSTRUCTION. DEC. 1999 a A Ha¢- 30 2000 �, No. 43807 `m � K !•p 6/b/0� � P CIV 0- J P OF CAI�F� .� . ,DB SHEET NO O{ N • •mon Blessen & Assoc. CALCuL TED BY ' ---- DArE 5550akdala Sl.Sults E CHECKED BY Folsom,CA 95630 DATE 916.985.3594 FAX 9854549 SCALE LOADS `c00^ FLOOR 400FINCz l I L e ) 10.0 parFLOORING 1.5 psi' S—E ^INGT ,L.p SHEATHING 2.5 S .o FRAMING 3.5 CEILING 2.5 5_0aE =ACTOR x .o D.L. 10.0 Per L . D.L. 2O .o per L.L. 40.0 L.L. I(o .0 50.0 per 7jv.p per ES:G-N TO CONFORM TO THE R91 UNIFORM BUILDING CODE. —OR:=ONTAL FRAMING TO BE DOUG. FIR ¢2 UNLESS OTHERWISE NOTED. o\ SEAMS TO BE DOUG. FIR 01 U.O.N. ARE-FAB 7RUS5 BY TRUSS MANUFACTURER. .AM BEAMS TO BE COMBINATION 24F-V4 DF/DF C0\CRE7E STRENGTH AT 28 DAYS TO BE 2500 psi. STEEL TO CONFORM TO 4.57.M. A615-40. 5-'4„C—URAL STEEL TO CONFORM TO A.S.T.M. A-3C). I SHEET NO Joe OF • •• 'mon Blessen & Assoc. CALCULATED BY 1/ `' � DATE 555 Oakdale St.Suits E CHECKED BY DATE Folsom,CA 95930 9/6985-3594 FAX 9854549 SCALE • �(zAMIr1C� Fob- ADDIT'lo�l .or,11-( v�;2NI�Y•/yw0 W '7 P-" m 2 � l2 �LOoR 7�"[5• aT 1/oil°•c•. LES vJ1lo a ti0 Fvu.oW' S ,*off .0 111 7I1. AsSvn£•5• 40FfwM1 T16E oP sM-0vTIts D F�t,00(tttJ� Use 115iKQl ULa HERS., ��� F1.00(� TSTS• nFT ICo�l o.c.. L' I$•S C.2�o F1,Ft.� to 41 n W j 4.1L I,ry = 5 0 ,. �.3yj s �1• p..r 2.5 *tor, .b a o•(0-7 M r 3106 x lo•¢ O'S Iqo S �I 'L000 IZIX I q vs� Z / l I ./� . NItJI �. )a Iqn S _ Ar; pY I�•S°" 4 -T- 5 5 x 4 c x .l$ S + x 17 2d k 0 c 0'1 1, 1'86ti 14'5 12 JOB ONSET NO OF� /1 I/ ' • 'Don Blessen A Assoc. CALCULATED — DATE 555 O.ktldo 51.Sulu E CHECKED 8r DATE Folsom,CA 95670 916-985-7594 FAX 985-4539 SCALE LK. TS}S• W/ oc,t�( I.oAPIrIG. L°. 1�•S (r_•!P F'P•) '�? 7O x r O•fo7 '. ti".`O� 541\ I n �z.s 11a,` C9 L, 3o a!) x 1145 O �s- C,o " o f, L1 r S 3 rT' ( w : 1z•�1 CD LIz�1` , Y 1i1 ' l lS 12.1 - 35 'A l'17~ y o's - ato5 4'110 vr000 lb T = Ci k 1 1 Z w I �.CA~ w w yi X84 x I.9 x 1�b• S x 12 I vS� Z1� L A M114 1-A" SS'f s - A-� � o•�. illy 9 � 0 SHEET NO OF Don Blessen A Assoc■ CALCULATED BY� ) DATE I 555 Oakdale SI.Suits E CHECKED BY DATE Folsom,CA 95890 916985-9594 FAX 9854549 SCALE �K ca,+ T• TsTS.. a� Isr w¢ Uj-D = 10 r,co•�o tY .a— prr. s � 1� x to + z.o ,I v � x 1•'+3 + 1-�1 - 935,E Rr vo•q 150•` p• �•. oa�y. v'1. 1143 t.•.�• aT c awT -1"1'Ys. 11 8• . L'L ^•T .15 5 41 7 41 35o L�t .x•) z'to.-t4•.�n ) ago ,. c'S + 5•'t-�o = azo ~ to1 S Ito.t,o q (o� •ro ,. a� = z9�zl„y . 9s - _ = S x toy x �S•S 4 x I�1e �ioo 05-.�M� a USE 4 x 2 v r- r . p�-r- �-�Iti x ►► �/Z M nl l- DB n r M.i rVl SHEET NO OF�7 Don Blessen & Assoc. CALCV LATE DATE ) I y 1 555 O.W.J.St.SWt.E CHECKED By DATE F.I....CA 95830 916-985.3590 FAX 9854549 SCALE LK- vFZpPE >3ri- L = 10� Ass v th E F4 811 '141t lvR Awe- 51"1 r W/ I t 5 T $ Po.S �a• nn. IA•y� tL . 125 r A oo STG-G� t c' c N-A,.�NAL, To ��c 1.P E. ��,� � �'1�•p.fr .6h, h Dv• Z 3 S„ = 1-S x 223s 1t=:, _ ►4 • Its o r I - S a h235 x 10� x 17Zb x 5 (00 n o LIS E C 12 x •!Lo•T 2 Ilea,. 71F1,5 1t. Wedge Anchors �. C Max. Stemless Trilckneaa Anc nor Sianderd St.. "A" "B" of Malarial C - B 6 Nob Tru Bon Tru Bolt Orenll Thread To Be E— -1- Dhameler Catalog Catalog Length Lenpth Anchored 0n) Number Number (In.) (In.) (In.) 714134 �TSS14134 lx/a �b � '/x I q T14214 jTSS142141 214 T14314 TSS 43141 3'/4 ?B 2 T38214 TSS382141 2'/. T38300 TSS383001 3 1"a r e T38334 TSS38334 334 1'/a 2 738500 - S PiB 3'4 772234 �TSS12234, 23/41 712400 ;TSS124001 4 T12512 'TSS125/ h 21 5' P4 2'/e 712700 - 7 i 1'/4 1 43/a T T58312 TSS58312 3'/2 1-1'A s hs T58414 - 4'/4 1 1 s e 758500 TSS58500I 5 I t ih I 13/4 758600 ! - 6 11/2 23,: T58700 TSS587001 7 i 1'/2 I 3x/4 758812 - 81/2 1'h 5'/4 T34434 TSS344341 4314 2 h 1 T34514 - 1 5'4 2 1'h y4 T34614 TSS346141 WA 2 I 2'h T34700 - 7 2 31/4 734812 TSS34812 j 8'h 2 I 411. i 734100 - 10 i 2 614 T78600 - -- 6 1 2 1T7800 8x/e u 7781800 - 10 I 2 I 5% 710600 r------�-6- 21/2-— x/. 1 T10900 - 9 2'/2 ! 334 T10120 - 12 1 2'/2 63/4 - - 134 71149--0 - 9 j 31h I 25ie T11412 - 12 ; 3'h ! 5s/e '714-114E!_ -- _--21/4 - -__j Tr —e ancnor 1.3 SPACING AND EDGE DISTANCES The spacing and edge distances listed in Tables 1.4.1 through 1.4.5 are based on the requirements of ASTM E 488-84 and the following relationship between the embedment, spacing, and edge distance of expansion anchors: Embedment Spacing Edge Distance (E) (S) 5D 5 9D(Shallow) 3.50E 1.75E 60D 7 9D(standard) 2 OOE 1 DOE 8 OD 12 OD((jeep) 1 50E 0.75E 'da' 11 1985 Fde TRUB t0A MAISo✓t. Wedge Anchors Table 1.3.1 -Reduction Factors for Reduced Spacing and Edge Distances Tension Capacity ! Shear Capacity -------_-- Spacing(S)and Factor Edgedlatance Direction Factor Edge distance(m) - IFl) (m) of load (Fa) S min = 0 5S 07 m min = 0.5m toward edge 0.5 m min = 05m 06 ! not toward edge ! 0.6 t Linear interpolation is allowed for edge distances which fall between 0.5m and 1 Om,and anchor spacing which falls between 0 5S and 1 OS. 2 Reduction factors Should be combined where applicable(see example in Section 2 3) 1.4 RECOMMENDED DESIGN LOADS Table 1.4.1 -Tru Bolt Tension Design Values In Stone Aggregate Concrete(Pounds) Anchor Min. Edge ! Spacing Concrete Compressive Strength(pal) Dam Embed Met. Required D Em S 2000 i 7000 1 1000 5000 m t fin (in.) j (ln.l t!.tl2.000 4.000 I 395 430 465 500 1 500 3.000 - 620 630 650 j --- - 1'2 -- 2.625 j 5.250 795 890 990 1085 2'rx 2 250 4.500 865 1000 I 1135 1270 3 2250 4.500 940 1110 1280 1455 41h 3.375 6.750 - 1450 1530 1610 j 4 000 7.875 1085 1335 1590 1840 3 3 000 6.000 1260 1790 1980 I 2170 4 3 000 6.0001435 1800 2170 2540 21i 7-5-6-66-7 9.625 1785 2050 2315 2575 314 3 750 7.500 2095 2560 3070 j 3570 5 3.750 7.500 2405 3090 3775 14455 3?/q 6 750 13.125 2330 1 2695 3060 3425 41/24500 9.000 2540 1 3230 1 3950 I 4660 6 4.500 9.000 2755 1 3585 4415 5245 9 6 750 13 500 - I 4240 1 5280 6320 4 7-0001 4.000 - 4040 4330 4620 e 51•: 5.250 70.500 - 4230 1 5560 6880 7 5.250 10.500 - 4420 1 6780 9140 -- 4,2 7.875 15.750 - 4750 5080 5420 1 6 6 000 12.000 - 5860 7290 8720 8 6 000 } 12.000 - I 6130 8090 10050 5'r79 625 19.250 - 57401 6880 8030 71.4 7 250 l 14.500 - 9950 1 10520 11100 10 7 250 1 14 500 - 9820 11370 72930 Ma, 11. 1985 File TRUE: 10A 12 ----- NuSo/t. Wedge Anchors Table 1.4.2 TruBolt Shear Design Values In Stone Aggregate Concrete(Pounds) Anchor MinEdge Spacing Concrete Compressive Strength Ipso D— Cmo.. Dist Required . -- ---------- ----- ---- -• D E m 52000 i 3000 4000 5000 lin I (in1 lin.l ! (in.) 1 500 4.000 240 1 265 290 310 2 250 5 250 615 675 735 795 3 750 5.250 730 745 760 795 - - ---_ - - - -- - 2.a 3.000 7.875 1081 -, 1730— 1775- --1-2-1-5 5 000 7 875 1610 1770 940 - - -3750-------4,625 — --— --- 2, 7580 1740 1900 2055 9 6 000 j 9.625 2600 3235 3950 — 3'e 4 500 13 125 2095 26 2270 2440 05 7 500 13.125 3090 11 3705 4345 4935 , a _ 8 000 14.000 — 4880 4915 4955 a'; 8 000 15.750 �— 6620 7495 8375 6 8 000 15 750 — 9135 9650 10170 5'e 12 000 19 250 — - 8485 9810 11135 7•, 12 000 19.250 — 12210 13280 14350 .,.ws Tne taouiated values in Tables 1 4.1 and 1 4 2 were obtained by applying a safety factor of a to 1 to the average ultimate test loads A higher safely factor may be required for applications with cyclic.fatigue. of smock loads Tne average ultimate values are obtained from best Id straight lines drawn through means values of test data cro,ciee by an independent test laboratory 3 Tne tabulated Shear and tensile values are for anchors installed,n concrete having the designated compressive strength at the time Of installation Table 1.4.3•TruBolt Design Values In Lightweight Concrete(Pounds) Anchor Min Edge Spacing 0,am Embed Dist fe 2000 psi I c , 3000 psi t c 4000 psi D E m 5 .— ,,n un 1 tin 1 lin) Tension-, Sheer Tension Shear Tension Shear 2000 4000 285 325 330 390 380 7446 e a 2 625 5 250 500 810 610 980 710 960 2'a 4 000 7 875 720 ! 1600 880 1750 1040 1750 214 5 000 i 9 625 990 2630 1230 2750 1480 2750 31a 6 750 13 125 1310 2940 1620 3560 1950___3940 a 1.1", 11 1985 File TRUB 10A — — — _ 13 JOB U�/ SHEET NO v O, ®on Blessen & Assoc.Assoc■ �ICUTATED BY O,TE 565 OWYtlaM SL SWI*E CHECKED BY Folsom,CA 86630 DATE 916.696-35"FALX 065-4ND SCALE SC�St-1lG = 1•S x 2.5 x o.44 t•4 Cv•S tJN�-(• SLr'.ISMIG t_oArpS 2co } w •s - dao t 10) k o.az = c0.(00 P%r pt-no ar I(a) k o•2z- = S•'12 n W I .1 D P = (S •pt F 0 5 t f �l+s'T' s H-L��e[ 01� GA{.t5• �o R S N C�4R Wd�rw SG H Eou�.6 1 �I I sNcr?r WA4-J• vlAG,¢.AM se-, ill:so' • JD9 Desi d�i1 SHEET NO OF • don Blessen Assoc. CAICULA TED SY DATE O 555 Oakdale St.SDIto E F.1...'CA 95830 CHECKED BY DATE 916985-3594 FAX 985.4549 SCALE _ ' � �.�. (� � _ ,3-5' C �e cam', I e�•s') )t d s} x &..coo TL 9-0 oi -7a-4-0 _ 5 3 S �Y. S E s•v� I L 841't� I'B'S sant—S. 25c, so•`� c w� {r.. 0 b-1 x 1 V k $ 'A to x �j + to t X1.0 F—flT - 2Se to - 5 a 4-0 - y-s V S e S I,.��II 4c, SA Ho,-Vo�vojs 'A-T I 14) HOLD DOWN SCHEDULE: r-- J (J) (10) DIST. FROM CONCRETE (5. 7• 8) (3) MINIMUM CENTER OF ANCHOR TYPE ALTERNATE HOLDOWNS MINIMUM SYMBOL MODEL NUMBER POST SIZE CONC.ANCH. TO SINGLE TWO — POST STEM WALL NOTES (I, 2. 3. {) FACE OF POST POUR POUR BOLTS THICKNESS 2A H02A 2-2 + 4 1 1/2' SST816 SSTB20 (2) 5/8" PHD2. LTT20B. HTT16. STHD14 / STHDI aRJ 6' 9 o v 0 5A HDSA 2-2 + 4 2 1/16" SSTB20 SSTB24 (2) 3/� PHDS. PHD6. MTT28B. HTT22 6. 6A H06A 4 . 4 2 I/16' SS1828 SSTBJO 2 7/8" PHDB 8. BA HOBA 4 . 4 2 1/16" SST828 SSTBSa 3 7/8" NONE 8" ICA HD10A 6 • 6 2 1/16 SST828 SSTBJ4 4 7/8" NONE 8" 41 P PAHD42 4 + 4e" 6. -4 H HPAHD22 4 • 4 g' 14 STH014 4 • 4 ■48 MST48 4 • 4 ■60 MST60 4 . 4 •2 FTA2 2-2 . 0 •5 FTAS 2-2 4 0 0 w u u u i u u uU NOTES: 1. EDGE NAIL SHEAR WALL SHEATHING TO POSTS FASTENED TO HOLD DOWNS. 2. THE MINIMUM CONCRETE STRENGTH AT 28 DAYS TO BE 2500 Ps,. 3 ALL HOLDOWNS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH ALL OF THE MANUFACTURERS INSTALLATION RECOMMENDATIONS 4. HOLD DOWN HARDWARE SHALL BE MANUFACTURED BY"SIMPSON O STRONG-TIC' CORP. OR EOVAL. to 5 PROVIDE 3' MINIMUM COVER BENEATH ALL HOLDOWN BOLTS TO GRADE. Q W 6. USE SIMP- HPAHD22-2P HOLDOWNS IN LIEU OF HPAH022 HOLDOWNS AT ALL TWO POUR FOUNDATION SYSTEMS a 7 INSTALL STANDARD NUTS. WASHERS AND COUPLERS AS REQUIRED N« C U u 8 ALL HOLDOWNS SHALL BE SET IN PLACE BY TEMPLATE PRIOR TO 03 FOUNDATION INSPECTION 4 OLL 9 USE B" MINIMUM CONCRETE STEM WAIL THICKNESS WHEN USING EITHER + STHD14 OR 5THD14RJ HOLDOWNS 1O INCREASE HOLDOWN POST SIZE TO MATCH FULL DEPTH OF STUD WALLS W WHERE OCCURS C q • J SHEAR WALL SCHEDULE: NOTES `J 1. INSTALL IN ACCORDANCE WITH ALL (dui. 5, 6' 2) (g) ANCHOR BOLE SPACING (3. 8. 12) (9) PROVISIONS OF U.B.C. TABLE 21-1-K-1 SHEA WALL NNL SPACING ASHEAR LLOW. (13 SILL PLA 2. 5/if 11-II 5101NG MAY BE SUBSTITUTED SYLI. MAT'L. SOES SIZ EDGE FIELD SILL 1/Z' OIA 5/8' OU J/4' DIA, DING FOR 3/8' STRUCi II PLYW000. I'INL (P11) SIZE CH. BOLTS ANC". BOLTS ANCH BAIT I. NAILS NOTES VERTICAL EDGES OF ALL SHEETS. USE )TE ANCHOR BOLT SINKERS IOd MOT pIP GAEy, NAILS 0 0 o SSPACIN�) �y 1/Y SHEET ROCK ONE 5d Y oc Y oc 3. ALL CONTINUOUS FOOTINGS SHALL QJ BLOCKED WALL BOTH Sd T OC Y OC 2+ 48' o.c. 48' o.c. 48' oC 8'oc. 11 HAVE 1/2' DLA. + 10- ANCH BOLTS AT 2+ a8^ oc 48' oc 48• o c 8'o c 4 11 48' oc. UNLESS OTHERWISE NOTED. J/8' STRl1CT. pllE 8d 6 of 1 4, DESIGNATES SILL BOLTING OR NAILING 10 POW OR ONE 2 o.c. 260 2+ 36' o C. WHERE SHEAR WALL SHEATHING MAT'L. IS O.S.8. 6' oc 12' o.c. 520 3+ 18' o.cc 48' o.c. 22' oc 6-oo.c. 28' o.c. }6" 0c }- c 4 APPLIED TO BOTH SIDES OF WALL 3/Y' 00 OR. ONE 8d i 5 STUDS AT SHEAR WALL LINES SHALL BE 11 PLYWOOD OR o c 17 o.c. 380oc. SPACED AT NO MORE THAN 16' O.S.B. BOTH 84 i c 12" o.c 760 J+ �7 O.C. 18' O.C. 28" oc Y o�c. 4, 10 NAILING SHALL BE DONE IN A MANNER TTO� O3/8" $ERUCT. AVOID SPUTTINC OF THE LUMBER. 12 P YW000 OR ONE 8d 3" o.c 12" o.c. 490 3+ Ig o c 3TT o c 36" o ALL VERTICgL JOINTS OF PLYWOOD OR SHEET O.S.B. BOTH 8d S os 1Y o.c. 980 3+ c .)" o.c ROCK PANEL$SHALL OCCUR OVER STUDS. 14 O.a. 2lY oc 1 1/2' o.c 4, 10 HORIZONTAL JOINTS SHALL OCCUR v >•. O 1/2' STRE/CT. DEPTH 2+ SOLID BLOCKING. OVER FULL 0 13 PLYWOOD OR ONE IOa 5 o.c 12' o.c. 600 3. 12" o.c. z W O.S.B. BOTH fOd 3" o.c t2' o.c. 1200 ). 2i o.c. 3Y oc _ 2' oc. 6 PROVIDE SHEARwALE EDGE "LING (AS NOIEO) IY o.c. 16' oc I 1/2' o.c 4. 10 TO ALL POSTS WHICH HAVE HOLDOWNS AT THE /8" STRUCT. TOP OR BOTTOM OF THE POST, u v m PLYWOOD OR ONE 1 O Y o c 12� oc 665 J+ IY oc. O.S.B. BOTH IOd X 0 12- o.t. 1330 3+ 20r o.< 30" o c -- IS oc 171%7 o.c 4. 10 2' SEE APPROPRUTE DETAILS FOR APPLICATION OOF PLATE NAILING AND/OR CLIP. Y. PROVIDE A MINIMUM OF (2) ANCHOR BOLTS 1, 10 PER SHEAR WALL PANEL. 9. ALL NAILS USED IN SHEAR WALLS ARE i0 BE COMMON NAILS, 8d COMMON NAILS TO BE 0.131' + 2 1/2' MIN O 1 O COMMON NAILS TO BE O.148- • 3' MIN SIL PLATE NAILS ONLY MAY BE COMMON NAILSDENOTES SHEATHING APPLIED O OR GREEN VINYL SINKERS. TO ONE SIDE OF WALL DENOTES SHEATHING APPLIED W ONE TO BOTH SIDES OF WALL t0. WHERE PLYWOOD IS ON BOTH SIDES OF A WALL BOTH AND µVL SPACING IS LESS THAN 6' -c ON �f/ y EITHER SIDE. PANEL JOINTS SHALL BE OFFSEt W TO FALL ON DIFFERENT FRAMING MEMBERS OR �C 4L� NAILS ON EACH ING SHALL ©DE-SHALLNOMINAL BE STAGGERED THICKER AND � a SILL PLATES MUST ALSO BE 3. NOMINALPER PROVISION,;or . H ��OOJ10 110 TIC S INSTALLATION OF SHOTPNS MAY BE USEDF RI 1 •'LL LIEU OF ANCHOR BOLTS AT SLAB FOUNDATION CONOtTIONS USC RAMSET 1516SD SHOT PINS OR W EQUAL AT Ib' o c (I C D0 1639) 12 ANCHOR BOLTS SIIAIt HAVE A MINIMUM III A �4 2' • 7 I 3/16' Ills[k PLAIT WAS/ICF? O 11 ;,it PLATE SIlf" ',IIAII (1E IN COMIORMAN(I WITII IADtI !% II I ANCIIIIN HUI f', HI III I MOCOO(D INN)III—rq 11 1 MINIMUM f rl,f PIN)ll WI II14 IIII AI111WA(III '.III AH I' 11'— IIIAN 1141 I. Irll '.III 1-IAO � II11 rvK II II Irll nrlISI I: II.•I I .I )ILII. I .I II.I I V lF:N.-l4-D0 11 :30 RM VRI-LEY ENERGY CON;111-1-nNT 963G41789 P.03 • CERTIFICATE OF COMPLIANCE: RESIDENTIAL (Page 2 of z CF-IR _ l[Ip/� 11 cid �'Ha•'� Ptojcct Tidc llatc, HVAC SYSTEMS Nau.L.pu,hydwnie rr arrhurA hydrrnur dols,order W W w I lolme Cjsrrros,-,"I Dmg,l lrnl u.J(.sv( Distribution Heating Fquipment Minimum Type and Duct or Heat Pwnp T)jse(tar.,r,h,.%[ EfCeiency Lowlion Piping Thermostat Configuration • elr.l (AFUE a ISPI' duds,•d'a,etc.) R-Valve Type Ct,uline Equipment Minimum —Dun... �- Heat Ntnp Type(airGondboner, EffCICricy Ikation Duct ncrmnstat Configuntiun hra,p �cn+D lo+s1 (SC•l:k) (attic ar) R•Valuc Type it Ido, clanr) WATER HEATING SYSTEMS Ener'' Ealemal Rated' Tank Factor or Tank Water Hcaler Disu•ibution Number Input(aW Capacity Rernvt7y Standby' Insulation Tvoc Type in5ytcm DIL l % R-Value a"�r ! I. fm vnsll Cas tersge wWa healers(reud'ellutl of Iess than m rspul L.75,nm tiE.J.),els<vie miswce,snd hot pump rain hralas.lisl EP"Cy Fsu.d.Fa la,�e gns t,m,gr.wain l:avn(pled cpu,of(7eater dao 71,000 D�u/Er),Ess Wtcd llrput,Recnvey Flrinrr,ey.nJ Stsodt y Lass. F.a iesunuu-1,rJ••w­h•-alrts,LIL ntrd'otpu,and raovny cl-Mkncirs SPECIAL FEATURES and MODFI iNG ASSUMPTIONS(Add extra sheets if necCSsllfY] Including 7'bermal Riau(thertnal lnaS%type,covering,thickness,and daeription) Grf0.= tell _ erhMrd •Q ? r /00• Neta J Iw = 8•N �o (OM, PLI.kNCE STATEMENT 1Tis eetirj"te of compliance lima t1,e building f.amres and peliomonrc sls•._ifirations nrnied to comply with Tillc 24,Parts 1 and[,n( the Cabfnmia Code of Regulations,.old the administrative reguladura to implement then This cc nificate has been sil;n A by t),e m,lLadua]Wllh ascrall design respasnsiblllty. When au,califscatr orenmpliana,is svbn0cA for a:Ingle 6ulld int;plan to he built!it multiple oriental inns,any shading frmure thin is vuicd is jndirrsted in the SpcvjAl Futuro/Rannrks sediun Designer o Owner(Per Bus jJ CSs Rn 1?ofessluns Code) Doeumcnlatio A%,MO Narnr: r r y �r r Nam<. , TiJ�unr „r r ..-.�- TiJe/Firm: -V 4I C- `iJ�j([- r'tt e"1C rs �wL�'S_ UmTelephone: -sefl—Ir=TT++-`�•-,-' T�LscC�r= 'frJephone: �.^3[f� Lic n: '` , ftp•= .� C.lsi�.,m.,.l - - (4me)'_ aipu,n,n) 1 Faforce•menl Agency Nam, Tilk. Telcphnnc: July 1,1999 JANC 1'1-0F 1 1 :29 RM VgLLE'e ENERGY 1--r1N9LILTRNT 9163641799 P.02 lltioy L-N G CERTIFICATE OF�jCOMPI.TANCE: RESIDENTIAL (Page I of 2 CF-IR DL Frulect"title p i rac. } "10 1 Projcandq"'e „ /',t1 5 u` ly,-3Lrl 1-7 ST, =Dnt, Documco�r, ur Tcicp nc Compli�rlce l\Iethod Patk:+j;c or Computer) Climdtc 7.nne C fo,cMmi n1:n+[Y U.Cn+tY GENERAL INFORMATION • n 19 f, Avcragc Cciluig Hci�j t: a ft Total CundiUoncd F1ourArca � •Ra Conditioned Slab Floor An a tl•.v)d:nk Tylx: Single Family AJditinn (check one or more) 1_�nMulti-F:unilystinE-i'I1m•Additiun Front Orientauon IDV _North/ outh Fast/West/all orientations — (erput 5o L.Yolr V;dfy!'eet(IDN Tnrr;Stn Lr Yld cyck.rue) 1)r NtunhcrorSwnc%� J l Number of L)wrlling Units: p FIW[Cnnctivaion Type SI suJ Fluor c n7r me or 6eu) BUILDLNG SHELL INSULATION _ LncatiodCon,mants Lco,,,npo,,mn,, FratncType Cavity Sheathing Tut-sl R- Assembly ypWd wood lnsulation lnsulation Value' U-Value (anic,garage,rypieal•etc.) sill=strel R_-Value R-Value E ��1 _ _ Q 3 _+'4�' —_ R.wriD P Slah r.d c —. ._. .. .—. FENI, T10N T_ Shadi�Deviccs _ Fcncstrntiun Onen- I Area F IYV•elue arip tratinn Fe`hiC�ion Shaging Shadi nEtAtl. Ov/fins " krryµ/Pos. talion 1 0R) An.' Stand:ud ( -- } Sualdard Ir ent___ -_-- _ — 40 Stand;tr,L� Stendnrd LeR d 1 O, ) _StandarQom_ Rfar � Swndard Kcar ^t-1n Z zj Sundard Ri-hi _.-A.L�_- Standard c'O R1 it Standard - SAYlighi _ •. - Stand:ud -- pr.r prcxcrip+i v.•<nmpliw,cc.TnuJ R-Vnlne and Axx:ntbly LI-Value arc not rL.e(uircd for a wu,.d•fiamed.Well that tncct5 easily K•valut•incul:a ion t[yuiremcnt forthc Ptcsrriptivc r,,,,wgc 'For proccriptivc compliance,th[rr.arc nu i rcdiu fur any iularlor Jrad;ol•,cxwld Ldcffudt or Stand;ud"drtpr•�}. drlault inlciirn•sh_ulin d6 clic:s(4EU�fic_c)rt,!vd nut 1, v inaalled fot_:nm,l7 i;u+t:e lMr idefl_' ;,,ri��•�.__. — - July 1,1999 Milgard NFRC Tested U-Values for Aluminum Windows-SW a Intercept Spacer Without Grids or SSSS&DS/DS \19th Flat Grlde CalifomiA SiROCTVRAL Window Default U-Va1ue CUL'CLR CLAMARD LOW-F(7 CLMOFT LOW-AA RATING series Clear Low-E- ARGON ARGON ARGON h Inon18011MO ►(V 0.82 0.71 0.72 0.70 a61 0sa ose 0.5s Hs•R2o a l5I0J1J80/1680 SH 0.62 0.77 0.74 0.72 0.63 0.60 0.60 0.56 DN-R2 m Iso Sn 0.12 0.67 0.7d 0.72 0.62 0.59 OSB OSI SGD•R20 M �• ilp PW 0.67 0.62 0.60 0.38 0.19 0.47 O.d7 0.39 F•C70 p, 91DC CAS/AWN 0.8Z 0.71 0.73 OJI 0.64 0.61 0.60 0.37 PIC-C73 9IOCPW 0.67 0.62 0.61 0.39 0.30 046 (1.43 0.11 FClS 911C CAS/AWN 0.82 0.77 0.74 0.71 0.65 0.67 0.62 0.59 P/C-C35 ¢ 911C PW 0.67 0.62 0.61 0.59 0 t0 0 41 0.46 0.12 F-C33 -,•--s J F•I{C45 R15 RADIUS 0.67 0.61 0-59 0.36 0.46 0.43 0.46 0.43 7 2 O U } OSlDS With Sculptured Grids TsrTS \Vl(h or Without Cride sTjtuen RAL U Cali[omia Window Default -Value CLA•CLR C1A•HAROCOW I nRrsortlow-e(a) RATiNO W Series Cleer Loa•E ARGON ARGONM.1 2 W 111071180/1250 HV 0.87 0.82 0.71 0.73 0.66 0.63HS- } ISIO•'1580/1650 SH 0.97 0.62 0.77 0.74 0.6B 0.64DN-R2J W aS0 SD 0.77 0.72 0.74 072 0.62 -OTSF-CIO 0.72 0.67 060 0.58 0.48 045 F-CSO ¢ • 710 C 0.87 0.82 n 75 0.72 067 0.63 PIC-C35 91UC CAS/AWN 910C P\4' 0 7Z 0167 67 0.39 0 51 OAS 0. 8 . F•C35 E 911C CAS 1 AWN O.F7 0. 75 0.77 0.68 061 0.65 0 61 P!C_C" ¢ IIC P\V 0.7� 0. 62 0.59 0.17 0.46 0.49 04] -IIC4SRADIUS 0.T2 0. 61 0.59 0.11 0.47 0.31 047 F-1{C4S _. M •" A specific glazing option may be 0.01 to 0.02 lower than(pawn. m (2)Low E.1-flandcoat(PPO Sungate 500 or LOF), ilevlsod 10-28-91 © (4)Low E.04•Soficosl(hiflprd SunCcalr"or Cardinal Low&172). 2 ¢ ti 7 P,N--14-NC7 31 :33 Af•1 VnLLEV ENERGY fONSLILTgNT 9163541f1i9 11 Solar Heat Gain Coefficients Mil and Aluminum SculpturL Type Glazin No Grids Flat Grids Grids Sliders Cir/Cir 0.68 0.63 0.57 1110H/11801.1 11280H Brz I Or 0.56 0.52 0.48 1110 L 12/Cir 0.39 0-37 0.33 NH I ALRH/ALRZ Sun Coat/Cir 0.36 0.33 0.30 ALNS LOF ICir 0-64 0.58 0.54 gzurlite 0.43 0.40 0.37 Sln le Huns Cir/Or 0.68 0.62 0.57 1510/1580/1680 Brz/Or 0.57 0.52 0.48 NS/ALRH/ALRZ Loe172 I Cir D,dO 0.36 33 0.30 SunCoat I Or 0.36 0.33 LOF/Clr 0.63 0.58 0.37 Azurlite 0.44 D.40 Fixed Clr/Clr 0.71 0.65 0.62 910C/910 Brz I Cfr 0.58 0.54 0.51 LCS/ALNS Loe172/Cir 0.39 0.37 00.35 SunCoat/Or 0.35 0.33 LOF/Cir OAS Azurlite 0.44 0.41 0.39 lxed Or Ir 0.72 0,65 0.59 F 0.49 710 Bra/Clr 0.59 0.53 Sc L 172/Or 0.40 0.36 0.33 Sun oat I Or 0.35 0.32 0.30 LOF I CIr 0.66 0.60 Azurlite o,aa O.aO 0.37 Or I Cir 0.61 0.57 0•`� asemenl/Awnin s 0 51 O.ae 0.45 10C/910 Or-L,Clr CS/ALNS Loe172/Of 0.36 0.33 0.32 SunCoal/Or 0.33 0.31 0.30 LOF/Or 0.58 0.55 0.52 Azurlite 0.39 0.37 0.35 Cir Clr 0.69 0.62 0.57 Door0,52 0.47 50/41.5 Brz/Or 0 S7 0.33 455/ALNS Loe1721 Or 0.39 0.36 0.30 • SunCoat/Or 0.35 0.33 LOF I Or 0.64 0.58 0.53 Azurlite 0.44 0.40 0.37 Revised 11/2/88 SAN-14-0Lt 11732 AM VALLEY ENERGY CONSULTANT 9153541789 P.06 TABLE NO.J44 ALTERNATIVE COMPONENT PAC"(;ES FOR CLIMATE ZUN6 4 PACKAGEr COMPONFNT A B C D BUILDING F?0T:I.OPF Insulation Minimums' Ceiling Ran R30 RJ8 R30 Wood rromr Walls R/J Fly R75 k13 Hea19,Macs"WaIL (R3.S) (R3.3) NA (X1.44) "Light Alass"Ifblls IF-5 of /R5.0) NA NA Relaw Grade Wullr NA NA NA RO SlabFl-orPerfinerer R7 R7 R7 NR Raised Floors R13 R/9 R30 R19 / Cancreio RalrrdMoors NA NA NA )to GLAZING / ,`lefaC Moiimum U•voluc' 1 in 0.05 0.do 0.75 Maximum Tolal Area NR 16% 14°/a 10% � ,Wn,fmum Total Nonsouth 9.6% NR NR NR Minimum South Foeing Araa 6.4% NR NR NR SOLAR HEAT GAIN COURCIBNT South Facing Glazing NR NR NR NR Wesr Facing Glazing NR NR NR NR Fast Facing Gla--ing NR NR NR NR Norlh racing Glazing NR NR NR NR TliEltl,4Al.l ASS' RF.Q NR REQ NR INFILTRATIONCONTROL Continuuut Barrier NR NR NR NR Air-ro-AirfleatEichangcr NR NR NR NR SPACE HEATING SYSTEM ElectricRsi.t6tniAllawrd NO NU YES, NO T N ) 1JGas,AFUE• 78'N 78"16 78% MIN 1jHcwr Pump. Split System 1UPFr= 6.8 6.8 6.8 MIN Single Package S)urem HSPI'= 6.6 6.6 6.6 AIN SPA CF COOLING SYSTEM IfsplaSystem AIC,SUP= 10.0 Inn In.n M1N L ! IjStnglc Package AIC',SEER'= 9.7 0.7 9.7 MIA DOMESTIC WATER REATING TYPE ANY ANY° ANY '•°ti ' System must err hudgel.Jet' ANY 151(b)1 and 151019) LEGEND: NR-Nor Requirrd;NA=Nul Apphrahle.-a. Rrquin:d;MIN Minimum SGF N07ES rUll•()1NG TABI,h.'NO.1416 ----------..._�. JuIY 1,1999 3-31 Prescriplivc Packages FROM Don Blessen, Inc. FAX NO. : 916-985-4549 Jan. 25 2001 02:59PM P3 Don Blessen Licensed Professional Engineer 301 Natoms Srrw,Suite 106 Folsom,CA 95630 (916)985.3594 (916)985.4549 FAX January 24,2001 City of Cupertino RE:ANDONIAN RESIDENCE,22141 LINDY LANE,CUPERTINO,CA In response to the framing inspection,the following response: 1. It is okay to sister the existing 2 x 12 floor joists to the 2'/2"x 11 %i'rnini-larns. The mini-lams are connected to the floor joists with 3/8"diameter lags at 12"o.c.staggered and are not hung from the 4 x 12 blocking. 2. It is okay for the rafters,at the 4 x 12 block line,to be notched 4". The total span is approx.6'with the notch at 4'. If you have any additional questions,please call. Sinc ply 1 Don Blessen, S 1pN9 0.33 7 . m clv1�. s \ , cF61i\F��N 01/25/01 THU 11:53 FAX 916 448 3015 DONALD JOSEPH INC. ram 002 1 s DONALD JOSEPII INC. Donaldl.Fup a.lr..A-Wtn t lim January 25x001 City of Cupertino Building Department 10300 Torre Avenue Cupertino,CA 95014 I RE: Andonian Residence Address:22141 Lindy Lane Control:9796 Permit:00010091 Building Inspector: Revised duct route of kitchen hood has been reviewed this office.This revision is approved based on the condition that hood and duct-work has been installed per manufacturer's specifications and meets all manufacturers requirements and guarantees. Enclosed are(2)sets of wet stamped copies documenting this revision. If there are any questions regarding this revision,please do not hesitate to call. Sincerely, Randal Ng DONALD JOSEPH,INC. 4112 S Strht SatawnMtn 'A.WiN 14 916.446.2845 F.916.416.M 15 qq UPPER I B E111snfiCf BRICK LANDING c� IREMOVE AND STEPS TO RET1AIqCES i - " ����' , ---, CMNA T4 I3UILDDIING fXPAI15fON.w s ntcROO` LAO� in;L.NT' IEIET m= PREP RI DEEP INfc _-- -JSAJ1EQ18G►J�_a - ---- TCHENO ER GALLER. < IEf Rca TRT. �/ i u 9 EOK/INJ iJLE oBEHOVED iEf) EREROVE w YEN _ - 1 COL°HN ANO _ L0 IEJ CARPET d) P �-�- ----- -f HBl I91 HRoRD mm _- - --i- - r� iv J� y +i h IS) 1 �o`,a t 3 N W _ - _' - -- -- ------------ ------�- & � N1 81P = _ /y � I 00 c =R SSI TIOV R <� -----_ f HR�Up - lo CAB. ABVR.'r. Ex187Qf4 d `aP O j � 00 c LAUNDRY HO 5P = j 1 t��v, �. L DIO uw EM) VINYL _w 1N1 CASE CAH. AND . ' --- --------------- --•�-- / UPPER.P. LAM TOP FOYER /� t un Apt J onFUT R IY nave CAB..ABV. I tr1 MARBLE n NI Hl f{A0uJD IIEf _ T RAC IL �� _• r I OOK .- • -.� i.�..fs�� t ��� It /��i%// J�✓/r R - 1 9 ID I _ D 1 l CLOSET •t ' D -- .1 Pi [N{DUIIT-IN a IEl 1 I DESK DOOKC9! - - a I I C - IE� ICOT �1LPA pie�"o netr --I As�E ETo lo�c�'` ,��0� t �". ACCOMH q S 0 11 NEW HOOD. O¢ e n m (E! w W _ -------=-- TOILET . r CLOSET - • I �- BATH- • - : � lel '. _ w o I n 1 PI 1 o (E) CPOPA ENGINEERS Inc. STRUCTURAL ENGINEERING CONSULTANTS kT' MIt' fE h`C-�E RIC p2OJ�eT 7-VVt-4,0 IT 'LOAN 57re.UC�'CY� 40CU M6rY7' oT'U M nf O 4S73i--*P,- t S /-4/f s �l�o � N 1 i2�/ ` A3 efe- c�Icct� 7`fj'E SOL1�tt��c/ 1-�,f5 7V K6P-L4-e& APE 3I r,',I yl t 'Fd C F i"F ` �.CSSir� w N0.COM 5 m Exp. 31/01 a CIVIL A�OF CAIJ GOLDEN VALLEY OFFICE CENTER 2542 South Bascom Avenue • Suite 102 • Campbell,California 95008 Phone:(408)559-4202 • FAX: (408)559-3628 POPA ENGINEERS Inc. =Pel STRUCTURAL ENGINEERING CONSULTANTS C-17-1- m;' CU P6R72A/O bU r 44-�MC 46P-,fR7MST- kE: &OCiV/If-A/ R-6MC.0� . zz� tii L%nod Y ��Y' ;6-Y roc- E�lG-� fR o� xeco�,D / i4ts/--4Ecr19-A rhe -7'Rt7W%AZA k7- rfe �lZOJ£�T • � �'7rY'�A /T � Q-CN�4P.�; '�1�� �� 57"C.7)&?,/ M,W? . 7f146- SO4U77'CW Akf6 7V XFPJ-4-CC 11*1tp-lylye'?D �� �pr!F"Si,,,� a p1 P. w No.CO3E6� m Exp.3131/01 A CI L �* OF AVXV�- GOLDEN VALLEY OFFICE CENTER 2542 South Bascom Avenue • Suite 102 • Campbell,California 95008 Phone:(408)559-4202 • FAX: (408)559-3628 • r- FORM 00000� - - In 1 ri POO 99 bb '\ M"r'I LIVING _ r > 000 SLIDING GLASS DR. i-) DINING N GUEST rn 9{e N P NTRY 1 DOGS R acce ,��L j rano — — JOB: ►998 s a . _ I I SKYLIGHT 1 I I 1 I DATE: 01-10-00' KITCHEN I I11 a� HALL I I I — — — DRAWN: RN I r - - - - I ' i SKYLIGHT 'M�' Amwx ® I I 1�I~ SCALE: 1/4" m 1'-0" POWDER - i 00 1 l L _ 11 I 00 I = _ = REVISION: 00 r — U I I 12010 T 11 0 I 8 1 lll0 I I I 1�� dSE0 ARCy/T . I I 1 � J. FU F I I L — — I I 7---•� I o� � ? P a waa r-- aue i (S a 1-01 EATING `hl II( Donald J. na, Jr. AR -----------� II CA. LIC. C3744� 00 a1FOLD 11 110 11 , ' 11 1 I1 0" 1 111 ' -- a SHOP i i �' 1i I J i lace M I a = SERVICE ' � ' I II II le �RENCH I � ------------- GATHERING O 11 TERRACE 11 I PR Oce► /' OYER I 111 �111 PR 30ce GARAGE t r • pC� C� [� � CrJC� � AUG 7 2000 "' LEGEND EXISTING WALL TO REMAIN PR 4010 OVERHEADSECTIONAL GARAGE DRS• EXISTING WALL TO BE DEMOLISHED , ti .Wr/ 1► � � k•ai r r . t a'. .. -, .,. ,. ,. .. wr.,.. -< ..o .. .. . ...................w..,.. e..A,.,..... .,.. ........-..�..,.,............. ...........,_...4r,..� ...r.K.-... ... ., .......a...•i<-r....-.-.,a..._..+, -- Kt,...it.4 .uu, ..rx:rw+Rt1.•:Kue. :fYwluKAJ6Y"eKasre.±rsraur..d.urtt'�r..s..r«as✓aXltrYAWgfl sdaR2i�}ab8.itY1€ .rrM 4trar»,n.auH.....n.,Q.-............wtaa..w.....vn+w.w.aKwMKrav� wau r..aKa.a.w ...+ ?Wei-s ..«...... «..... ., w +.., ,.... ., .... . - - - _ . .. ., -. _. -- .. .. �.-.. _ <._... .r •t>....: vx ♦.,....r... ..r nr-,,.. r..,. -k'�sw*K.x x.KtrtaY�e... - '"'i^.aiW:.m,.a w.•ifd..r...nw l+Kmrttiiii' K9t i - - ,. _ _. .• .. <.._.. . ......... _ ... _.-..,..w r,.. ... ..... , +. _ .... _ . u. ..... a ... .. :. .. ..,,. n e« .. ♦ .. _.. ...y - y�p��. w .r u iur mum.. ...eriwYraYaw.w✓1. W mwr. -.. .�... ��� ���� 151 t r I �' ' L' m� "' "' I? 8Mi 1 2 3 4 5 8 7 8 9 10 11 12 13 14, 15 , F XED RED r WJ man PAM, MAIN SUITE W (2) 2440 S.H. mmm Is-01- ro cU RFNrW i DRESS/ BATH i �M C) U CLOSET O to N STUDY - - - - - - - - --- — — — — 0 N JOB: #998 all iDATE: 01-10-00 5014 L I t AIA ►�T DRAWN: RN i SCALE: 1/4" 0 1I-0" BEDROOM 12 y I I - - - - -� IFOLD-j - - - - -� REVISION: ISN I a 2401 I I 5�p ARCy� { FUO rF0 1 0. 7 9 1 10.31-01 PR 30f8 SLIDER DF i �o - - - - -- - - - - TOILET � co c� z000- Jr AIA (l• J Dom L JUC C17441� BATH I CLOIET 2030 .H,, 2068 STORAGE W 0 BEDROOM 13 A OPEN TO ` A BELOW ou •O H � w • , (2) 2630 FIXED O 1'x'1 O 4040 S.N. AQd' �-' ZAcoH Oz W U 1: ' to • � . AUG 7 2000 ,F i , LEGEND a. NOTE: • H } A9'IOUREL USO TO MAINNESUIT)E bAOTHO CONCEPTTUUACI MODIDIFICATIONS, .�.�..—...— � '010.0,4� �." �...... EXISTING fA 4 TO REMAIN ; PHASE I EXCEPT FOR MY CHASE AS REQUIRED FOR KITCHEN HOOD BELOW �� I i...n.ma..r.a.r.r , �ww�rwwr EXISTING I1rA4l TO BE DEMOLISHED r #' I 1 21 31 4 5 QI �!J 1 2 3 d 5 8 8 9 10 t i 12 13 141 15 .k • -i Ie�,le�I�le111e.M1eA• eee�eeeeleeMl- GENERAL NOTES: / 1 I W/R-EI3 EXT. INSULATIONSW/REXT�FI(E) BRICK PLAHT1 NISH 0/. 2. 2x4 INT. STUD WALL CONSTRUCTION U.N.O. o LIE) ROM EXL9TING BRICK LANDING W/ 1/2' TEXTURED GYP. BD. 0/. USE 5/8' P_E tSTS 1 AND STEPS TO REMAIN. T}�►P�oE 'X' GYP. BD, AT ALL IU HOUR FIRE 3. RE-,i! ATTPARATIC CN INSULATION. r�W T� I I I FIXED INLIEUO1E'R EXI TING STEP 4. R-M UNDER FLOOR INSULATION. Ll Vic) ZX 11zf nod�ifCATIoN------ 5. CONTRACTOR TO PROVIDE WIRING FOR Fy ' �.�I�' DOOR CHIME. PROVIDE ATHERPROOFING AT ALL EXT. ^'I rP �I P IN) 301? DOORS ANO WINDOWS A8 REO'D. ENCH IT PJ AT CORNER0 M 1 PLAN FOR ALL SPECIFICATIONS ALLS ITOTBOENPREPAREOOR a 1 FOR WALL COVERINGS. n/ 8. ALL PLATE HEIGHTS ARE NOTED ON FLOOR W N QT IF) BRICK PLANT PLANS. V j ,�y dI �`! / 9. PROVIDE Mlll CERTIFICATE TO FIELD r"' INSPECTION.ALL IGLULAPMFBEAMS SHALL BE INSTALLED Q) .� I , I ,' INSTALLED PER MANUFACTURERS PROVIDE IN) RAISED rF� INSTALLATION INSTRUCTIONS. Q WOOD PANELING WITH IN _ ( INSETS AT F/P. SEE I 10. SHA L BENCAULKED OR OTHERWISE SEALED 1 I�/I►I/� INTERIOR ELEVATIONS. I AND,IHEART45U REMAIN. TO LIMIT INFILTRATION. f ] 18./iY 1\1r1 I II. METAL OR PRE-FAB FIREPLACES SHALL BE s l $ IEEMCARPET PROVIDE IN) INSTALLED PER INSCIS.MANUFACTURERS Q / ROOM SIDE ONLIY, IN) CARPET 1 04 +� I?. HEARTH EXTENSIONS SHAL I BE 11' MIN. DINING BROMIN.FBEYQNNT D EACHPSIDC WHERE THE D f FIREPLACE OPENING Ig i $0. FT, OR LGR., / I (E) 41119:4 THE HEARTH MUST EXTEND 70' MIN. FROM f' -• 9ECTIONEAD70GUE9T REMAIN TO z WINDOW. REUSE IE) NEW MURPHY BED BEYOND EACH SIDE E OPENING AND I?' MIN. u UNIT BY OWNER r+•t �p z 1A% DOOR. REPAIR EXISTING 13. ALL HOSE BUBBS AND LAWN SPRINKLER o U N I GUEST N DOOR HARDWARE BACKFLOW MS PREVALL ENTION DEVICE IAN NSTALLED. P.LAM TOP �+ REMOVE SHELVPROVES ABV.AND NO SPLASH Q _.. IE) CARPET BELOW BACK OF ,_ . N, ALL WATER HEATERS SHALL HAVE SEISMIC GARAGE LOCATIIONSASHALLIBE PLACED ON (N) CARPET APPL. GARAGE. (El A 3/4• PLYWOOD, PLATFORM COMPLETELY N WRAPPED• WITH 5/D' TYPE-X GYP, BD, WHICH N +- - - - DN_1_- _ OPEN ADJ. SHELVES iS IB' Rf HT, MMH11111 FROM GARAGE FLOOR. LINE OF (E) IN) 240 f Nj !o 15. ALL BEDROOM CLOSET POLE AND SHELF 10 1/2 PANTRY DUCT I r J ' x HEIGHTS SHALL I FIELD VERIFIED W/ wfn jJ d CLIENT PRIOR TO INSTALLATION. Ra 8 II ` Il CONSULT CLIENT FOR WALL TEXTURE PRIOR JOB: 998 - - - - - PKNIDE �$ �YP, k (� P, gp `-� UPPER 1 BA EXISTING BRICK LANDING GEi�ll.� ?a s;�b Al NW ,LL ----- ---- -- - - TO APPLICATION. I oc N) FIXED (N] SIP """""` "` _ AND STEPS TO REMAIN. ��. .. PATCH AT AREAS ADJACEN 11. PROVIDE 5/ ' TYPE 'X' GTP. BD. AT ALL w HELVES I w MICRO CHINA TO BUILDING EXPANSION. IU HOUR FIRE SEPARATIONS; DATE:. 01-10-00 lIlhh,� I� I � 4 w ' ( Tt10 �• . -�' ALL UNDER STAIR ACCESSIBLE. AREAS. - ' t !K ?X 1z k�Nk CjIV 4940. DOGS � �� (E) � �3 ,�/� /; HOUSE TO GARAGE SEPARATIONS DRAWN: � EXISTING DOG CLIENT IE) ,T INCLUDING ALL POSTS AND BEAMS u ,uu) . REFER SET 13 , RUN TO BE u j �m = PREP IN DEEP REFURBISHED oc Jw ;;;VA. o RAISE (E) BRICK PLANTER 18. ALL WINDOWS SHALL BE DUAL PANE SCALE 1�4 1 -O W�.L m I=mp' : . hK.- _ -_--JB&I1EQlliGHE.. __ _ ' -- - --±-- , WAIL IN-LINE W/ HEW LOW iNSUTATED, - - 2� r _ _ _ __ _ _ ___ _ BRICK WALL AT STEPS, a = PWDR �j�TCHEN ?r-4C-33' " 19. SHIM ALL WINDOWS TO TOP OF DOORS. �(� __ r Ea$ 8/0 IE TILE REMOVE °3�� �' 20. CONSULT CLIENT FOR LOCATIONS OF ALL P �C4'I1,Ou QED .� ' "O.G w REMOVE TO III TRY GALLER , w IE) HRDWD o TC �\ REMOVED 1 ) TOWEL BARS, TOILET TO FINISH FRAME FRAMESTO AND NgEDARO ' � S IN) TILE Y ti 1 p COOK/ PROVIDE FOR SOLID BLK G. T � IE) TILE 0 1 L / I � IN) 8 ER MOVE � � COLUMN ANC �G p J. F� IN) HOWD. REf10VE w OVEN A N T01 ^00 BL (E) CARPET '�w -_-_ __ �.pW__ �'L- -_- -_- __- I LAMP. ?I. ANY CHANGES $HALL BE SUBMITTED IN IN) HRDWD rf _ WRITING TO THE OWNER AND ARCHITECT a --- --- - 0_`?rte .1 -- -"' PROVIDE NEW L TER PRIgR TO ANY ALTERATIONS OR ,,�rr d 3 � BRICK WAIL TOR IV MO FICATIONS. - �f UIT� 1 ►„Irr//lp l /_E IW�C�T(b� M -0.. EXISTING BRICK 9 9. �--- I11'.'► tivU�C U1�IW �i IV IY J F 1 :m; ??. ALL OOR AND WINDOW EADERS SHALL BE N • -_0 (E) j ,J` 31"SII ) p H (I�LONG �pi dST � EXISTING ANIMAL _ 4x1? SF.1. t? OR 1x!? O.F.L. s? DEPENDING � (E) ON WALL THICKNESS THAT CONTAINS IT. ui SEE FLOOR PLANS FOR HEADER HEIGHTS. I 1NLa rte✓ f ILL. R yds ACCESS TO BE _- ' �7 - ---- -- -- -- 01- --- Y MAINTAINED. --- „p _ ?3. REFER TO INTERIOR ELEVATIONS FOR C F f11 a 11-011 - --- --+---- --------- -- - - - t'; I RAISE DOOR TO N) SIP eta ; � EXISTING DECK PLATPORMS DETAILED INFORMATION REGARDING SOFFIT Donald J. J!. ALA / ro` n TO REMAIN. MATERIAL AND SHAPE. CAC11i441� ACCOMMODATE t� HT LFrAk w LAUNDRY FLOOR �Q TING ♦ 74. PROVIDE LANDSCAPE SLEEVES UNDER e / F� � WALKWAYS AND DRIVEWAY FOR LANDSCAPE �. \`. ""�-' '� �F • R 11 - R 9' eE OVrHRD ,"'. PIPE AND WIRING TYPICAL. NEW SINK AND BASE N) 3030 S. ' I_U _ -= ------ _..WLTU-E.. 'r 5 CAB W/ P. LAM. 0 � TIE) WINO W -'-_'_-- � ? UNENCI08E0 FLOOR OPEENINGS OPEN AND TOP AND 4' SPL. �' """" "" ' ""- `- '-'--- - 1 GLAZED SIDED OF ST AIR WAYS• LANDING9 AND OACATION RAMPS BALCONIES OR .PORCHES• WHICH ARE W W A I MORE THAN 30' ABOVE GRADE OR FLOOR BELOW SHALL BE PROTECTED BY A GUARD N) o EXI TINGA� RAIL. OPEN GUARDRAILS SHALL HAVE INTER- CAB. ADV. o z 1TALL CATS lAU DRY 1 1 3 MEDIATE RAILS OR AN ORNAMENTAL PATTERN FULL MIRROR UPPE X I CAB. P. LA TOP. SPL. - SHUTE `�' i ji �4`�4, SUCH THAT A SP ERE 4' IN DIAMETER H III I % a _ __ __ ______ ___ _-_- - -_ CANNOT PASS THROUGH. (1991 U.B.C. SECT, IN> BASE CAB. 0 REMAIN __ --- -- - ----- -------a_ ___ 509.1 ! 509.3) Z O I STUDIO (E) w I / ;.RJ ;�I C 7l ALL SOFFIT SHALL BE ?' DEEPER THAN UPPER ~ O ��'�" LAUNDRY 2818 I VARIES I CABINET ADJACENT Z " s�iwUt T• VARIES I '� t REMOVE (E) VINYL Ql 11 pROLRE MECHANICAL ACCESS AT ALL 0 w0�0 n REMOVE (E) VINYL 1 S W (N) BASE CAB. 01 (N) TILE �^ p I WHIRLPOOL TUBS. CONSULT OWNER FOR EXACT zeta .. wz It t i j r LOCATION Of PANEL. If TUB DECK BECOMES IN) TILE IDIS AND UPPER. 1 7 __ _ _ ___ _ 1 =JI tM�14X11b � �-, , n CONTRACTOR - -- -- - ---- -------- -- -- -# - I P.LAM TONO %PL P I THE ONLY OPTION FOR PANEL, IN) TOILET i I �7�' IN) BASE CAB. AND _ TO PROVIDE CONCEALED TILE TYPE - ---- -- ---- -- - ------ -- --r- Z CAB ABV.(N R CAB. ABV. I w ��� UPPER. P. LAM. TOP / ?8. REFER TO SITE PLAN FOR EXTENT AND TYPE �. PLI FOYER / Of FLATWORK REOIIRED FOR THIS PROJECT. FUR UP NEW _ COMP TER gg/p ?9. PROV E EXPANSION JOINTS AS SHOWN, ALL LAUNDRY ROOM �- RE�t01ARBLE �/� FLATRK SHALL SLOPE TO DRAIN. FLOOR IN-LINE ❑ CAB. ABV. .I ; 30. CONTRACTOR TO PROVIDE REQUIRED w WITH EXISTING xr.. IN HRDWD ( -),5t, T t /y TRANSITIONS AT NEW TO EXISTING AND NEW �j,,,' � O HOUSE FLOOR. ( ) FAU AND "-"- -""" -" C- ISIDE'S A TO NEW FLOORING TREATMENTS. WITH PRESSURE W TER HEATER I�'IS�',4� a I - --'-- -- - ---`-- -"`>--- t- -- ' TERR TREATED WOOD �' a - 1 - '""�• G� l�h REUSE IE) I . 31. NEW TILE FLOORING THIN SET 0/ DURA ROCK O O AS REQUIRED. ' , •?D _ I DDDR GATHERING I W d. 8#-20 • 3?. CONTRACTOR TO EVALUATE MECHANICAL 1 p viDE SA 'QTY 'x'GYP vG• e/0 PLUMBING AND ELECTRICAL SERVICES AND nT t -}-_ REMOVE z SCPAR/�TI�{,I DE i FE X 61 r, A (E) HRDWD u WORK.SYSTEMS FOR COMPATIBILITY ISE PROPOSED --- - -- - - -!lI1IILE_ __ - -- - �� WORK. CONTRACTOR TO ADVISE IF ABOVE 04 • _ _- -- -_� REQUIRE MODIFICATION PER CODE, SIZING. IE) -- - -- - - - r 0 SEPARAT ID , � / a 1 - �D CAPACITY ETC. G� F'' W TES NEW V A w 111UL I amrLy os z i N i W qiAfTP%7 Urz P� rj 5, IG1A,U 0:-U� ARE ? 'AuIR�rD „� GARAGE ` Al P�ECT EN � FIE � O E"' (E) FIRE TO REMAIN / S i Y' `------'`�_ _.- /• " . . EXISTING BRICK WALL IRON REMOVE (9) AND HT u ✓ ! 0. REPLACE WITH IN), 3' Ai UNG C= EXISTING WALLS TO REMAIN IN) PR 2 i NEW W n IRON GA E ' h 0 us ,. AUG 7 2000 W ; 3` 4 By Ili- Ili IL AREA SUMMARY '�' GROUND P100R AREA,ir I EXISTING: ?0181 WIr� I M A'T .4 A& EWARD Iz 4 .4,�N N14 ADDITION: IMM loA._ SECOND FLOOR AREA (EXISTING)i 110 it u� rt1� ' ' If• �r 7�n ?� � TOTAL CONDITIONED SPACE, 38031 GARAGE AREA, 5111 t.;' WIN Bobo-It .-. . e, : ., .r.«. .. ., ,t .1•. -i ...,,L.., .....d•.. z-: 3�•, t. .b-^..N_. J .. :r. ._wL,". .. ehit. .2+. 3.3i`':`.-. ,l. . .. .Y_.. .... ZX LJib<Lti.aurwYdtiF,#^-i91,.[k1-r.-. ....�J.e _.a,..e....ur•s .. _.., a. ._ . 3 I I I I 21 I 3I 41 I 51 ��1�61 [XII 1 2 3 4 5 6 7 8 9 10 11 I 12 13 - 174715 ; I3 GENERAL NOTES: I. 2x4 EXT. STUD WALL CONSTRUCTION. W/R-13 BATTS INSULATION W/EXT. FINISH 0/. • 2. 20 INT, STUD WALLONSTRUCTION U.N.O. W/ 1/2' TEXTURED GYP.BD. 0/, )f 5/8' TYPE 'X' GYP, BD. AT ALL IU HOuU FIRE SEPARATIONS. �. 3. IRS ATTIC INSULATION, 09- WPWM F�1 4. R-14 UNDER FLOOR INSULATION. BUILT-IN BED S. CONTRACTOR TO PROVIDE WIRING FOR DOOR CHIME, PROVIQE WI ATHER `ROOF%G AT ALL EXT, a ODORSS ANG1 WINDOWS AS EO'D• w 1. REFER TqO INT, SPP�ECIE ATIONS AND FLOOR OR WALL ALL YEWAL 0 BE PREPARED rIE) 8. ALL PLATE HEIGHTS ARE NOTED ON FLOOR ' PLANS. 9• PROVIDE MILL CERTIFICATE TO FIELD � W IN) 206 S.H• INIPECTOR At. TRI OF FRAMING INPECTIOIL ALL tULAM BEAMS SHALL BE (DINSTALL!0'PER NUFACTURERS MAIN SUITE � ® INSTALLATION INaaTRUCTIONS. � A 10, ALL OPENINGS IN THE BUILDING ENVELOPE SHALL BE CAULKED OR OTHERWISE SEALED IN) 711.1iTO LIMIT INFILTRATION. . SHWR SNCL. 11, METAL OR PRE-FAB FIREPLACES SHALL BE INSTALLED PER MANUFACTURERS p (E) INSTALLATION INSTRUCTIONS. i 12. HEARTH EXTENSIONS SHALL BE K' MIN. TV./ENT. FROM FRONT OF FIREPLACE OPENING AND U PR ( S' MIN. BEYOND EACH SDE. WHERE THE q FIREPLACe OPENING IS 4 50. FT. OR LGR•, w THE HEARTH MUST EXTEND 20' MIN. FROM ) d = BEYYOND EACH SIDES OPENING AND 12' MIN. z '� p 13. ALL HBIBBS AND LAWN SPRINKLER O V _ _ _ _ _ _ _ _ .. _ _ _ _ _ I ? SYSTEMS SHALL HAVE AN APPROVED BACKFLOW PREVENTION DEVICE INSTALLED. 14• ALL WATER HEATERS SHALL HAVE SEISMIC „.. CLOSET BRACING. WATER HEATERS INSTALLED IN GARAGE LOCATIONS SHALL BE PLACED ON N w WRAPPED WITH05/PLATFORM ' TYFPE X WYYP COMPLETELY N IS 18' IN HT,, MINIMUM FROM GARAGE FLOOR. STUDY - - - - - - - - - - - - - - 15. ALL BEDROOM CLOSET POLE AND SHELF HEIGHTS SHALL BE FIELD VERIFIED W/ CLIENT PRIOR TO INSTALLATION. L IL CONSULT CLIENT FOR WALL ,TEXTIIRE'PRIOR h TO APPLICATION, JOH {y998 11. PROVIDE 5/8' TYPE 'X' GYP, BD. AT ALL (N) BUILT-IN (U HOUR FIRE SEPARATIONS DATE: 01^10-00 I ( DESK AND ALL UNDER STAIR ACCESSIBLE AREAS. (E) I I BOOKCASE DRAWN: RN 1 I INCLUDING ALLRPOSTS NO BE 115 L _ _ I INS18• ALL WINDOWS SHALL BE DUAL PANE SCALE: 1/4" a 1 0" I I BEDROOMS w 19. SHIM ALL WINDOWS TO TOP OF DOORS. REVISION: 20. CONSULT CLIENT FOR LOCATIONS OF ALL i n TOWEL BARS, TOILET PAPER HOLDERS AND (E) PROVIDEI POR SOLD BLK'G ISH FRAME TO ( I 21. ANY CHANGES SHALL BE SUBMITTED IN p Oa WRITING TO THE OWNER AND ARCHITECT p v L _ _ I -DUCT CHASE PRIOR TO ANY ALTERATIONS OR � AS REQUIRE TO ACCOMMODATE MODIFICATIONS. NEW HOOD BELOW ??. All DOOR AND WINDOW HEADERS SHAH BE • TO'31-01 1 ) (E1 4x12 D.F.L. r? OR ixl? D.F.I. r7 DEPENDING ON WALL THICKNESS THAT CONTAINS IT. a�P SEE FLOOR PLANS FOR HEADER HEIGHTS. OF CALIFD� _ _ _ _ _ - _ ^ TOILET 23. REFER TO INTERIOR ELEVATIONS FOR C 2000 DETAILED INFORMATION REGARDING SOFFIT Donald J. Jr. AIA MATERIAL AND SHAPE. CA LIC. C1344� ' 24. PROVIDE LANDSCAPE SLEEVES UNDER WALKWAYS AND DRIVEWAY FOR LANDSCAPE PIPE AND WIRING TYPICAL, 25. UNENCLOSED FLOOR OPENINGS, OPEN AND CLOSET BATH GLAZED SOBA CONIES OR PORCHES, WHICH ARE W (E) MORE 'THAN 30' ABOVE GRADE OR FLOOR BELOW SHALL BE PROTECTED BY A GUARD I w w MEDIATTEERAiL9 OR ORRNAMENTAL PATTERN SUCH THAT A SPHERE 4' IN DIAMETER IE) CANNOT PASS THROUGH. 11991 U.B.C. SECT. 509.11509.3) 2L. ALL SOFFIT SHALL BE 2' DEEPER THAN UPPER ~ /� STORAGE w CABINET ADJACENT f•�'1 zr rf,,�/ 2T. PROVIDE MECHANICAL ACCESS AT ALL O WHIRLPOOL LOF PANEL, IF TUB DE KFBECOMEST THE ONLY OPTION FOR PANEL, CONTRACTOR p TO PROVIDE CONCEALED TILE TYPE. BEDROOM #3 ?a. REFER TO SITE PLAN FOR EXTENT AND TYPE OF FLATWORK REQUIRED FOR THIS PROJECT, OPEN TO 29• PROVIDE EXPANSION JOINTS A5 SHOWN. ALL BELOW FLATWORK SHALL SLOPE TO DRAIN. 0 0 . Z w a F+1 >tV � •. (2) (E) NOTES: (E) BATH MODIFICATIONS AT MAIN SUITE A W SHOWN AS CONCEPT ONLY. H PHASE II EXCEPT FOR DUCT CHASE W AS REQUIRED FOR HOOD BELOW U El0 7 2000 Aa2 ` Pi I 1 ' r e F . , .. - . a 'xaY a..r ::' •.0 r ta.{-sA SA"6aac:Wa„Ja ualr .r.::e„Ra.. x.f♦earv. ery...an:•®..sf,.r e..w+..,.wa —•a !+'P z 4 .iR `- „—MWL�•-iS JA I � I�p MV 21 T 3 41 5 1 61 1 2 3 4 5 6 7 8 9 10 111 12 /3 14, 15 ` j , r MISS V z EXISTIN CONCRETE ROOF TLE TO REMAIN m n W ,P PI 04 V1 � RASE II N) 2130 0 + r f r4 Q A . Is I ,0 NUNN - - - - - - - - - - - - F-�-1 PATCH STUCCO FINISH TO V IN) 3060 IN) 3010 IN) 3010 NI 3030 MATCH EXISTING AS PER REQUIRED .+ S.H. S.N. S.H. Ha AT AFFECTED AREAS TYP, cy LPROVIDE WOOD TRIM TO IJx'�'•�_.••1 MATCH EXISTING AT 1 T NEW DOORS AND WINDOWS. i INSTALL AND WATERPROOF NEW DOORS AND WINDOWS PER MANUFACTURESINST - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - F JOB: #998 - - --- , D !7717 1 _ AL11J. WNl DATE: 01-70-00 RONNIE DRAWN: RN RAISE DOOR TO ACCOMMODATE NEW LAUNDRY FLOOR SCALE: 1/4" = 1'-0" REAR ELE \/ A71ON SEE ELEVATION BELOW AND ELEVATIONS ON SHEET A.1FOR TYPICAL 0� yip. NOTES AND DIMENSIONS. O � P 9� Dia` 00 Donald Jr., CA C. Cl 449 W M _ _ — r _ _ _ _ _ — — — _ _ _ — — — _ _ _ _ _ — _ — _ _ — — r _ — — _ _ o ZM O � . HSA , NEW CONC. ROOF TILE A MATCH AN GUTTER t0 MATCH EXIOTING Lmi F-71 F-71 T R QUIREDT�OWNSPOUTS IAT V NEW AND t?DIFIED AREAS VERIFY LO ATIONS W/ -CLIENT PRIOR TO FABRICATION � � w �w _ _ _ _ _ — _ _ _ v _ _ — _. — _ — _ - PECK *'To. O Z — — _ — — _ — _ — — _ — — — — — — _ .— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — _ NEW GARBAGE ENCLOSURE FROM CORNER OF GARAGE TO EXISTING BRICK WALL. VERIFY DESIGN OF ENCLOSURE WITH OWNER IN FIELD. P"1 W WO A Z UNr . 4- f I I _T_ w H o EXISTING BRICK WALL. VERIFY LOCATION IN FIELD.—/ L' W ^ V M FRON7 ELL A 7 10 N wAa SEE ELEVATION ABOVE AND ELEVATIONS ON SHEET 'A.4' FOR TYPICAL NOTES AND DIMENSIONS, AUG 7 2000 Ae3 ay .. ' ...-sat ♦ n..a..y..n ..a m:,_..n x_..r...,.....• ...., .. n._........r-.... r... .-.a......., .•.m .,..+..�.•..... ..._r..-...�_. ....:..x.r._.,._ -....(..•l ... .... -. . .. . ...:.. v,. .. : .e ... ...v. -.. ., _. .... .. .:.. .a... >i av ,:: w.: ':--.s - .: »r._ .. 1 . .,x.. .Nn uu.......r . .. • � m. .ar xvrl.x5, av:ti'" . . . ,, i .:. .as s. s._ Yf... W_ a 3. tl .f. dt : ...... ...a(- Y tM'.F' r Yd-- f#> .ad...kP w. ...... ....._ .. . ,,... -.. ..a r • .+ w • ,u •w..vr. w ._s 4 -'k. . .Y6 '.MSYU>y,w ' 1.. ...... .. • .... .... • .. •u' .. .... • • -. - 1. . a. .. a:^'.(. :.• . ... . • -' . r _ a .. -. ♦.. t.. �'tSY. .u:: a4 r ini.rn..w .. {ild r. • . 1 H a •. 4}ftR ! .K �. y44i4'.i.d...a .m.aM .a_.. �ymy kFY I '77-7-7-TT 21 m731 I 41 I 5161 8 1 2 3 4 5F76 7 8 9 10 1 t 12 13 14, 15 f 3 t> V PROVIDE ALL REQUIRED WALL TO ROOF FLASHING AT NEW AND MODIFIED ROOF AREAS TTP. _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ — _ _ _ _ _ _ — _ _ _ _ _ _ — — _ _ _ _ _ _ _ _ _ _ _ _z— — — — — _ — — — — — — — — — — — — — — _ _ — — — — o � T t T T T T T NEW ROOF AREA WITH NEW x;17 PITCH. � ADJUST PITCH AS REQUIRED FOR ROOF TO BE RECEIVED UNDER WINDOW SILL. _ _ _ - - - - - - - - - - - OVERHANG TO ALIGN WITH EXISTING - - - - - - - - _ _ _ .- _ _ _ _ - _ _ _ - ROOF +� N) (N) N) IN) N) 44" 24K 24" 26" 2"1 N) PR. o U 11090 S.H, S.H. S.H. S.H. S.N. Old SLIDER RENCH T T wmp T tj JOB: #998 RAISE EXISTING BRICK PLANTER WALL IN LINE W/ NEW LOW BRICK DATE: 01-10-00 WALL AT STEPS (MATERIAL TO MATCH EXISTING) DRAWN: RN SCALE: 1/4* = 1'-0" RIGHT E REVISI N: ll SEE ELEVATION BELOW AND ELEVATIONS ON SHEET 'A.3' FOR TYPICAL NOTES AND DIMENSIONS. ��9 Otii JO �p J. FUO,1'rFO•� 9 O A N. 10.31-01 P 0 Donald s, Jr., Al CA. LIC. C17449 W 111111 11111111111111111111111 H zz o oo �' w E- - - - - - - - - - - - - - - - - - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - - - Z z W w w HG4coF wo 04 _ _ _ _ E04w U IN 1030 NEW GARBAGE ENCLOSURE FROM CORNER OF GARAGE /'� V) TO EXISTING BRICK WALL. VERIFY DESIGN OF ENCLOSURE �.w� v r 1 T WITH OWNER IN FIELD. `/ !'4 T T " 2 two � � ro • EXISTING BRICK WALL. VERIFY LOCATION IN FIELD. C)� � H -,00/ REFURBISH EXISTING DOG RUN PROVIDE NEW 14 U LEDGER AT WALL W/ NEW ROOF (TO MATCH EXISTING) PROVIDE FASCIA AT BOTTOM OF ROOF EDGE 0/ NEW WIRE ENCLOSURE. EXISTING POLES TO REMAIN. REDUCE LENGTH OF STRUCTURE BEYOND EXISTING GUEST WINDOW. . EFT E L E A T 10 N SEE ELEVATION ABOVE AND ELEVATIONS ON SHEET 'A.3' FOR TYPICAL — NOTES AND DIMENSIONS, o � c � au �� ►'�I A. 4 AUG 7 2000 ; py . ..., -., _ ,+^ �: t 5..- ia' ._ ... ..,u ..rn •.w:.:' ^•..we[.#c.5n .. -.�N ..;.-sx+miat2u• da+.a3Yze•a V9+*xa�Y4,>4N+N1LYastl�rwa.., . ..,v-��eers .' 4.....#t#.,..#...#r w..,..ea.#........ :.....,, , .« «...-w ,..-.e..,.. ,...•..#:-,.rra . ,..a_., .xa w #;. a-. r.:.•. a .,,... .x- - ..._.a.. . .. ...,.. .__.. _. ,. ... . .� _. >� w;+rtxWMaY,a,a*m .- Ify vs...>._.. ....�,. .• e..n.. -ri ...o ,,...,,....n.F ,..� ,.. s L.,. . .5 tit, t J+f _ ._ _ ..i:_ � . .j _ .... . . .. ,.. .y ��.._' ilj t .x..;c 1 -77-7 1 2 T I 31 41 I 5 ��81 �MI 1 2 3 4 5 8 7 8 9 10 11 12T7137147. 16 F GENERAL NOTES: 1_ . •i FOUNDATION { IALL D000 SHALL BEt MIN, ABV. GRADE. • EXISTING FLOOR FRAMING t l: TO MAIN. 2. PRO IDE 1/2' 1x10' ANCHOR BOLTS AT - : REyy . _. •. •, t{• .. .. 17 0«C, TYPICAL. o p pp ��HH p �N r, 3' ALL WOOF TR ATEDR R E4UAlL YP I i I T ICAL .� E M 1. PR VIDE NEW FLOOR JOISTS AS NOTED ON p 1 { V :. ,� f{ PLAN • I{,• D.C. q/ /4' .S.B, PLYWOOD i , I I .4 �k{�X I�tM1f1�LLM.J�!FtIT. i . . .. _ Z r _ . 9 P .. :. j ► ' '': '• U�TLORY�QO AND HALL BE g'xlTSW/ , '. S. 8 •.�V ` ,. ---___..w -r----_,�-.. r -- wawJr.'..iw,�/'iw'r�..�' • �N T�ppR ? ` 1 r I f- -1 (D 14 7HK,tm%11) It STEM 0 WAL49 SHALL "' ` 1 I ! S a 1'�!wll 1 if s . `-.. 1 Axl SOLID 1� I I I " r 11 ULER�9ECON0 1�)a;TANO FOOTINGS) 3TEt1 WALIHAII I FLR WALL BE 6' THK. W/ tU 01 U.N.O. 60 4X2r'.OHITrZ1H .IGIS'� ti - _____-- -----„ NEW DBL PLR ON I II n 1« N/A 1 - +- �t�x IIIh1I' It"-" - - - -- -- - -- --- - - - ___ 8 B. PROVIDE DBL FLOOR JOISTS AT POST � W - t� >'LN'I J� !15 5.5/14 I�hI"IGIEIZ 1 nl PARALLEL W1 PLOD* JOIST LAYOUT T P I I Q I ( 4. PROVIDE 120 1xH FOUNDATION VENTS FOR A ~ I EXISTING a'-O' - A UNDER FLOOR VENTILATION AS PER 1114 DEEP PIER, TYP I D(oJ� Q`aaLt DTL �/� x I/ X N I/? MINI-LAM U.B.C. SECTION ]311.1 i AT It' O.C. SET IN BETW 7` NEW 7X12 FLR. JST. _ I �ISE�i: 51/,��XI I h % 1.. I AT It' O.C. SET IN BETWEEN XISTING fLR. J97. 10, ALL PLUMBING IS SHOWN HATCHED. _ I .. w 2� I�L `aM '^ ` N. REFER TO PLOOR P{AN FOR AREAS TO ° __ ____, �' - ` --� I �, �,/ - - - 1.. XISTING FLOOR lQI{41 RECEIVE TILE. RIPER TO FLOOR PLAN S"1 - , V+ 'i , I + TO REMAIN �' I ► PRIOR TO SETTING JOISTS OR GIRDERS. I �, 1 J013T/GIRDER SPACING TO MEET THE 1114 8H PV7 u ti� , • ., 11 ' k MINIMUM DEFLECTION REQUIREMENT SEW BY 1 I:, ►- R/ 0y�.� ( q ,//J THE AMERICAN TILE INSTITUTE. V 41 NEW bi Flt $FF UNSER SECOND 12. N/A v W I - = EXISTING FLR. JST. TO �/'� �l I'( .4 ' FLR PERIMETER WALL 1 - ` : _ 4 OP 5." z 4x4 ��' _ � � �,..� � ►�D(r4 �/ 7/a" ��7CD - =--=1 • I. 1 � 3 �-I a ----1 1 I I rr hh M , X 1 '' 11 c'/I`` '' - 1 [ 1 ' 13, VERIFY WINDOW ROUGH OPENING AND V �� � �W IN1 T I 'C` '1� 4/1•�!`J �+. : '= RELATED FRAMING FOR POST LOCATIONS a u I•( l u 1 p I . I l 1 t « C 00 Xt I PV`F.rE • I N�Z K II / .ISI �M � YM. �� � I � AT WINDOWS AND DDORB Sic DETAIL Sl�� Dl - Q HA X 5LQp W� U710 14. POSTS INDICATED ON FOUNDATION PLAN EXISTING FLR FRAMING Ka TT EN ARE THOSE DIRECTLY CONNECTED TO V) 4x i M ��. �'` RECEIVE FOOTINGS OR STEM WALLS. SEE i !-""- TO REMAIN. N W LR. JST. TO EXISTING PLR JOIST AT STRUCTURAL DETAILS FOR EXACT -• -- - - 1 EXISTING HOUSE PERIMETER, CONNECTIONS. c 'I - _ WIA - - - - - - 26' x111/z"{ t11+1Ir.+v1n�1 NNor ti 15. N/A ., v 0 p05 ' FROM Abv r� . 1 �/ DBL PLR JST. UNDER SECOND Il N/A PLR. PERIMETER WALL 11, ALL CONCRETE PLATWORK TO BE 4• CONCRETE SLAB, PROVIDE EXPANSION jpH• 998 NEW ? I/7,JI I-%1 MINI-LAM FLR. JST, 4X12 SOLID JOINTS AS SPECREQUIFICATIONS AND SLOPE TO DR j w w w BLOCKING RIPER TO 9PECIFICATION9 POR FINISH. _EXISTING-F, OOR�JOISTS - I - . �) UNDER SECOND I,__.. - DATE: 01-10-00 I1 11- r'' I FLOOR FRAMING , st OPT Il�lw rJ1 I. GSLEUI3/40D N O.S.B. PLYWOOD EDGES DECKING, :.. : __ AN All L P. i 7 AT It' D.C. U.N.O. PROVIDE OR EQUAL SCAM: 1/4" s 1'-U" SOLID EDGE BLOCKING AS REQUIRED V19 ON: FouND ,� -rIoN PLAN SECOND FLOOR FRAMING PLAN 3, PROVIDE DBL JOIST WHERE SECOND ' '^ SCALE- V4' ■ I'-0' SCALEi 1/4' - M-O' JOISTTS AND WHEREPUNSUPPORTEDFIR. T DO NOT SCALE POINT LOADS OCCUR. A ! 0o No SCALE q�y� 4« N/A J,FU T „ c F NEW 2 1/2 xll 1/2 MINI-LAM FLOOR 5. N/A JOISTS AT 16" O.C. SET IN BETWEEN EXISTING FLOOR JOISTS. p EXISTING FLOOR JOIST AT 14" O.C. t PLUMBING IS SHOWN HATCHED. �� 0-31-01 P .� R,2t 1RAMING D0 cA 17+4� I. ROOF PITCH TO MATCH EXISTING U.N.O. �.. 1 2. 2x8 D.P. •2 OR BETTER RAFTERSPON • 24' O.C. U.N.O. 12'-10' MAXIMUM SPAN. W. 3, USE 3011 FELT OVER S 111 CDpX PLY- 1 1 WOOD ROOF SHEATHING T�fPICAL. W V O.C. EDGE NAILING 1 D S2 FIELD r- c �I C12x20.1 STEEL CHANNEL BOLTED NAILING W/Bd'. TYPICAL I 1 r _ _ _ _ _ _ _ _ _ _ _ _ _ _ 1 , I I I ° ° ° TO INSIDE FACE OF EXISTING GRADE Z I 1 i I 11 1 I �, BEAM WITH (2) ROWS OF T12512 'TRUBOLT' 1 MATCH EXISTING.TYPR TALI TO WEDGE ANCHORS (1/2"Ox5 1/2") AT Li L - - -+' 1 - ° 21" O.C. STAGGERED. 5. HIPS, LUMBERDSIZE LARGER THAN BE t0 H I I I I r I THEY SUPPORT TYPICAL, Z O I L 1 CII -- -- t 2-2x1 D.P. P 12 TRO OR 191TER sD.C.UMAXIMUM O11 - --- - --- --r I r •-• SPACING TO SUPDRIED WALL MEMBERS. I _ i1 I I I 1, NAIL DOUBLE TOP PLATE SLICES W/(17) 106 A Io EXISTING 8x29 GRADE BEAM 9. PROVIDE IO SQUARE fT, Of VENTILATION -+-- • �! 11 I '- - - - - - - - r� - - -tL - - I � I " �� .� - - I - - - - - - - - - � ��� I i l '- PER 150 SQUARE FEET OF ATTIC SPACE 11 I 1 ' =tlEl+I I PI �,.- " ._-._. ) ..�- --_ _ . , �-- AS PER U.B.C. 1505.3 �" " µ) 1 REMOVE EXISTING RAFTERS. „- -.� � 4. PROVIDE 2x SOLID RAFTER BLOCKING AT _ INSTALL NEW 2XI7 RAFTERS EXTERIOR WALLS TYPICAL. ; 1 -�•'�',. ._... ~ i I.I AT {" Ips' O,C, I��-i SLL( pV1tG 1'Y�IN 0�'� �W�tl.1- i tp1�11� "ti. •'+ � � �1 � �� 10, VERIFY ALL ROOF.BEARING POINT LOADS � ON SITE. + NEW TILE ROOF AREA AT 4d2 Vd I ROOF PITCH. ADJUST ROOF ' �-- .-- "" "' / n ((( ti Q .�' �« II, PROVIDE 1x OR DBL ?x POST. AT ALL I I I I PITCH AS REQUIRED FOR ROOF 1R, I ` ROOF BEARING POINTS AS REQUIRED. TOBERECEIVED UNDER WINDOW �tl � 2 BLOCKING (rULL xpNk� O N/A w: a II C� : � � 4x12 RIM JOIST (Gol^� Ih�llaLlS) !� FT Z I C'(/f' 13. IN THE CASE OF A DISCREPANCY. THE 1 I I I _ ) .. QEMOV� EXISTING SKYLJQUT l I ("14 , a. ,M,•-� • __r•-.. , � , , '. --..� C NTRACTOR SHALL CONTACT THE a �' rl�+% 1 p I t, , ,, ARCHITECT FOR VERIPICATION BEFORE a 60}11. jX 1'1 }�(XZ D/I4 v; !� '� !,'.0 . k.b Is *_ S k/'V'� I LI!` PROCEEDING WITH CONSTRUCTION. 1r " I IN� �gk ( �I � �� AINWATER DOWN SPOUTS ATtill n . ! N �. - 1, e^ -.._ ,_ . -- yy ' I" P ... AREAS 'MAST VISIBLE FROM FRONT 11 I - - ----J I - EXTEND NEW RAFTER TAILS r �+ �Df�J✓ ( .�- l f t l I 11 ,, �/� � LOCATION NPRIO DTV VERIFY L ' - - --- I I L I TO ALIGN WITH EXISTING. ' 1,,� `, it' . `,. � 1 1l�_.1rrjX � I ''�IT �Ilv�� *n I I I ` EXISTING,T TAIL ENDS TO MATCH = '1 �! 0,�i• . /bt " ._� .. , TVN^1 �(/� V ��T� V'�T101`i _ !. DII I p1 1 r: i 2 T/2 x I/ � FLOOR w 19 v - - - 1 x5111 ".P�� I�hLL " JOISTS AT I6 D C; LJ � � n'r 5 r - J/ I 1 �A -1" . ,r ._.r- �....,- " '' SET IN BETWEEN 0?-..Zk SILL. Pt 4 �p r j 2 6 EXISTING FLOOR JOISTS: \ HEW �»F*r ; `�. Z `'zP, P'� , I '- - - - - - - I 3 O AN �L�' AT ll0 4. .. I qZ , I$fl ,U 15ek, FT, v�. CANTILEVER R-11 FLAP-. 10ieALA'T1�fJ ;® --'� n � .��AL.L !D � � , C12x20.1 STEEL CHANNEL BOLTED 1 f4� a t. N I�1 NE .� - TO .INSIDE FACE OF EXISTING GRAD T T 11 E'� 11 I I UN ED WH S1DE5 0 ,� -► BEAM' WITH (2) ROWS OF ' T12512 'TRUBO 1 ��I�z M �M La-I A NfD `L_ t� II D, WEDGE ANCHOR$; (1/2 45 1/2 ) AT = = = _ _ � I F Q, all 1 11 C. STAGGERED. ,+ �, g` ISTING 8"x29" GRADE BEAM 'f; '. -' Ail ROOF �\] FRAMING a C- A UG 7 2000\/ O ' •� I Yw.4..• t V• .. '' I M^' i'��'1 "' _ ,,. .' .. ' ..,?'. SCALE: 1/4' - 1'-0' DOAA0138CALEY-O• ��' t� L? ".� DO NOT SCALE ' � �� , •ter+ .. ,. •. ;^ .4t , WOO"olt! . . . .. ..... .: .-. . ... .. .. . , ,,; ,., .,. ,.,. , ,. ..:. •,.. _ . ,..<.rel.. .... ,• •- . .. ,,Y er . ..t c. s^- e .. ..via:... +"4-`.; .RO. ` ;mr+t.k ^'Y - - . , . « ., , ..,-.. ,_.-. ♦.. ta,++_ .,. a - e: .... ,. ,. ;.. .- .. . . ... . e.. >. ' , . . . -s , . i'. .. .13 E`4"uf'Y1�Nt o _i2f's. n"��°f,S;3. *t'1^r, rt`- , I 11 2� m T 31 r� 41 I 5 161 M 1 2 3 4 561 7 6 91 101 X11 I 12 113 14, 15 ELECTRICAL LEGEND SINGLE SWITCH DOUBLE SWITCH 1 TRIPLE SWITCHU DIMMER SWITCH THREE WAY SWITCH 3 FOUR WAY SWITCH rl w TT o- SPEAKER VOLUME CONTROL Fy IIOV OUTLET rn-1 I/? HOT UOV OUTLET W ^ N HIDDEN OUTLET 1^I t1p QUADRUPLE OUTLET rte, ® FLOOR OUTLET �•i••) tocoo MOVE SWITCH TO DEDICATED OUTLET sm RELOCATED DOOR -{i1 ??OV OUTLETO Q) a CEILING INCANDESCENT A m EXISTING FLOOR PLUG I T t�A ® TO BE RELOCATED CONTACT I WALL INCANDESCENT CLIENT FOR NEW LOCATION I 0 RECESS LIGHT7:E= a fr I (ORE RECESS EYEBALL w \ I O RECESS WALL WASHALL ^� p _ _ I ELECTRICALEXISTING ALL EXISTING ® WATERPROOF RECESS V IEI/ TO ELECTRICAL 0 RECESS PIN LIGHT REMAIN IE) TO REMAIN to LOU) VOLTAGE PUCK LIGHT 4 1 1RII19GTOEN STING E -0 CEILING SPOT LIGHTz RECESSED EYEBALL % ® l EXHAUST FAN V rpj Q FAN/LIGHT COMBINATION u EXISTING TV ANDPHO ^ TTT ® A5 LOCATED MAIN i HEAT LAMP CEILING SPEAKER SOLA-TUBE N E - _ _ --_ _ MrjrJ+t UNOERCOUNTER FLUORESCENT d / \. ,u / ® SINGLE SURFACE FLUORESCENT / SURFAC! -t DBL SURFACE FLUORESCENT REMOVE EXISTING ME) / (� ' i RECESS CEILING FLUORESCENT JOB: #998 LIGHT VALANCE __---- � PHONE, PLUG AND- TV JACK UNBER - �� TRACK LIGHT NEW GFI ABANDON / G 11L.. ,� - CAB, BEHIND DRAWER DATE: 01-10-00 EXISTING AT S /• B- WALL SCONCE SPLASH FI EL •/' I m \'� \'�• ^� o STAIR LIGHT DRAWN: RN NEW GROMMET I / `'E j �• A CEILING FAN ACCESSED PLUGS ) f1. \. A'13 EXTERIOR FLOOD LIGHT SCALE: 1/4" = 1'-0" FOR DECORATIVE o �.` I �- / Q \ _ 0�1 LAMPS AT NEW �, -- -"�-- - ----- -- - -- -- FURNITURE BASE ec ELECTRIC CAR OUTLET Q1 REVISIO MAIN SERVICE PANEL K 4 I2 00: {te J7 GFI 6RE 7 Q _ WHOLE HOUSE FAN ��SED qq0 IE) I pJ, FVG } _ } TO , -- --F -- — r— ---- -- -- -+ FLOODS 9 Gfl A SMOKE DETECTOR 4 R 0 dRE - J� Q I TV TELEVISION JACK 9 AEN' 10-31-01 I - -- -- _- _ ---- _ -_-___ - -- -_ PHONE PHONE JACK -- - i - ---r -- -- -- - -- ------ -- --f- -- -- ® CAMERA AIA LOW VOLTAGE GACA. ITC. C17446 LOW VOLTAGE SPRINKLER ® ALARM PAD I1 Lu - �L" - ---- - ,__ EXISTING FLOOD ® DOORBELL • (E) - '3'' -" -� $ - -__ __-___ TO REMAIN ® THERMOSTAT CONTROL W IEE PLG -i ® DOOR CHIMEI z Owl E) I / WP WEATHERPROOF/GROUND I GFI FAULT INTERRUPT j - --- -- -_ ---- ` _ \ \ . - ---- -- -- -- -- -- -- -- / GFI GROUND FAULT INTERRUPT --Y -- -- -�.—-- ---- - - -- - - -- -- HOSE 816 1=04.� -0 O \ I 1•` / MOTION MOTION ACTIVATED MOUNTSURFAED _-�- �RE �v'/ (E) EXISTING FIXTURE O r 1 I ""•�, 1 �� FL INDICATES FLUORESCENT FIXTURE U A A L. _ IE) � lEl I ONE I - - �- 1• -F � --- -- !_ -- - --- PHOTO CELL LOW LIGHT ACTIVATED M7 ??0 ! COMPUTER! ELEALLCTRICAL TO REMAIN \ PLUG REMOVlD Fi.� �"') I I (dRE ORE SMOKE DETECTORS SHALL RECEIVE THEIR E-- I rl EEM t ! (E) \ NSL�ERFROM BLAIT1 REMOVE PRIMARY WITH BATTERY SWITCH OD I _ __1_ __ _ __ _ _ ______\_ __ _ -- -- BACKUP AND SHALL SOUND E ALARM U w w , __ j- ---- ^ AUDIBLE IN ALL SLEEPING AREAS OF THE I --- *- -- - --- - - - THEY ARE LOCATED !"I PROVIDE CABLING LO PHONE AND ) I 1 DWELLING UNIT WHERE H Y O FROM LAP TOP LO AT LAP TOP ) \ A9 PER 1991 U.B.C. 310.9.1.3 1 310.9.1.E O COMPUTER TO COMPUTER PULL-OUT I �� PER SECTION 15011) OF TITLE-21: PROVIDE Z PRINTER AND PAX SEE INTERIOR (dRE dRE 40 LUMENS/WATT OR GREATER FOR GENERAL [� ELEVATION FOR PHONE ' LIGHTING IN KITCHENS AND ROOMS WITH WATER AND OUTLET LOCATIONSCLOSETS: AND RECESSED CEILING FIXTURES ARE M --- 1 -_ -- __- _- r- --�- -- - IC (INSULATION COVER) APPROVED. /---- ALL DUPLEX OUTLETS SHALL BE HT. A.F.F. / ! REMOVE EXISTING /' / TV Q TRACK PROVIDE OUTLETS AT ALL WHIRLPOOL TUBS- O Wr♦1 ALL EXISTING � /� / PONE VERIFY PUMP LOCATION FOR OUTLET PLACEMENT �,j.� TO REIMAINL \,` rE ,,,/ / I U f"'1 LL Pp' • GIRGUI 5 i rou4T �2 •sVO a' U i I W E- I i If UAaU 1.1,010l 000' 11,10 Aara ` - -•_._,_._,_.r•. AUG 7 2000 - _ ,... — _, .. ..,. ,... t, �..,.- - , i ,. a: ., , ,, .a..,. . ..., yam.. _... # ..« ;< ,-s '.t , .y , .ay4•". . s+... - :� . iy _.. .. .-.. - ,... <..,, ,..,r.a _-. ... , ,<.. ,.. ,_.h. ..... -, •_... .. „ . - t. ... _ .- -. . ,. .. 4 . . ,.. #. ., ... �. rMt -F>'4 }: . . .. . tt..h_. . 7.. . . sr -. ..:JiaE.-T P.Y_ -} ,i li.- 4 �� ,1 _<,.-. ... ,., .» . -:..,. , . ,.... . r.;..... ., >..." +1 . . . ,y.. -.. .. . .. . .,,. ' , .. . . f°i F . Y•..w..-<, „ rte. °i': , ... +5. e ,-LSE„ A � , :.-, I ak It t - f I 1 I 21 m I 31 I 41 I �� 1 BMl 1 2 3 4 5 8 7 8 9 10 11 12 13 14, 15 u i ELECTRICAL LEGEND SINGLE SWITCH DOUBLE SWITCH TRIPLE SWITCH DIMMER SWITCH Z m THREE WAY SWITCH 3 FOUR WAY SWITCH O- SPEAKER VOLUME CONTROL IIOV OUTLET a I� 1/2 HOT IIOV OUTLET HIDDEN OUTLET a QUADRUPLE OUTLET .� FLOOR OUTLET CD (� DEDICATED OUTLET •''� • e" ??OV OUTLET ^ CEILING INCANDESCENT �/ WALL INCANDESCENT T O RECESS LIGHT _ (ORE RECESS EYEBALL ® RECESS WALL WASH REMOVE WATERPROOP RECESS U i V A EXISTING O RECESS PIN LIGHT OUTLETS OR EW OUTL 1\� REUSE m LOW VOLTAGE PUCK LIGHT CEILING SPOT LIGHT Z RELOCATIRO, ® EXHAUST FAN V to SWITCHQ FAN/LIGHT COMBINATION .+ E SEE INTERIOR \, ® CEILING SPEAKER (� ELEVATIONS In\, FOR PHONE \ ` - HEAT LAMP H E OCATIONST \ tEl �K ) SODA-TUBE N Irsjsr+t UNDERCOUNTER FLUORESCENT a i - - - - - - - - - - - - - - ® SINGLE SURFACE FLUORESCENT I 1\ DBL SURFACE FLUORESCENT I RECESS CEILING FLUORESCENT JOB: #998 CHANGE I RECES9 _ _ _ S� TRACK LIGHT DATE: 01-10-00 LIGHT B- WALL SCONCE /, I ( STAIR LIGHT DRAWN: RN !� EEEESB �� �1 I I 1 I I I ( CEILING RAN i �EXTERIOR FLOOD LIGHT SCALE: 1/4" f-0" (E) L _ _ I W:c ` % /, ELECTRIC CAR OUTLET v1s O �• RELOCATE I I MAIN SERVICE PANEL , (,y 41200 SWATCH I I E. .� ( ( LASED AA NEW OUTLET EIGHTXIS ING ( I WHOLE HOUSE FAN �\G�p J FUG,Cy�I� 1p TO L (?J a5 SMOKE DETECTOR 9 �r TV TELEVISION JACK -01 PHONE PHONE JACK AFO �1\P - _ - - - _ _ - - ® CAMERA 0 S o © AIA LOW VOLTAGE ��C1A, 1dC. C17444 D 1 ® LOW VOLTAGE SPRINKLER ® ALARM PAD r - - - - - - - - - �� ® DOORBELL I c ® THERMOSTAT CONTROL z I ® W � ® DOOR CHIME I WP WEATHERPROOF/GROUND Z FJ GFI FAULT INTERRUPT Z F-1 GPI GROUND FAULT INTERRUPT ♦ HOSE BIB Z O MOTION MOTION ACTIVATED Its (E) EXISTING FIXTURE O A FL. INDICATES FLUORESCENT FIXTURE ' ` PHOTO CELL LOW LIGHT ACTIVATED v �f 0-.4 Z SMOKE DETECTORS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING AND SHALL BE EQUIPPED WITH A BATTERY BACKUP AND SHALL SOUND AN ALARMU w w AUDIBLE IN ALL SLEEPING AREAS OF THE O DWELLING UNIT WHERE THEY ARE LOCATED O AS PER 199'1 U.B.C. 310.9,1.3 1 310,9.1.4 PER SECTION OF TITLE PROVIDE (�'/"1 10 LUMENS/WATTTT O OR GREATER fOR GENERAL LIGHTING IN KITCHENS AND ROOMS WITH WATER �NSULA ION COVER) APPROVE FIXTURES ARE IC ALL DUPLEX OUTLETS SHALL BE HT. A.F.F. O PROVIDE GFI OUTLETS AT ALL WHIRLPOOL TUBS- �i [•�, NOTES: VERIFY PUMP LOCATION FOR OUTLET PLACEMENT O PHASE it EXCEPT FOR DUCT O CHASE AS REQUIRED FOR a U) V HOOD BELOW �%4 • � w O tJ $ E-+ E., W � ul A 1=4U AUG 7 2000 Al 44 .. rA / oil -17 I � 7 5I 31 I 41 5 �hgl 8 � 1 2 3 4 5 8 7 8 9 10 1117121713 14, 15 i — GENERAL NOTES: 1. ALL NOTES PRESENTED ARE TYPICAL UNLESS NOTED ON PLANS OTHERWISE. 2. ALL BASE CABINETS ARE 21' DEEP. - 3. ALL UPPER CABINETS ARE 12' DEEP, MOULDING 4. ALL OVEN AND REFRIGERATOR CABINETS FULL HT. /- - G -� /- -� - \1• /c- _ \L AEJA ADJACENT 24' BASE CABINETS TO MIRROR DRILL / \, HANGING /. \ Omni FOR LIGHT - - \ / R00 C `_ _� �_ � � _ _ �- ,-� r _ - _ �. "' - -�' S• OR SID E 8P A BHPIU.ARE 0 WITHOUT BACK P. LAM _ _ _ _ I FACE FRAMED / e / % .01 4 ALL CABINET INTERIOR TO BE MELAMINE. (1� P. LAM COUNTER j - '- ( LAUNDRY CHUTE \ \ COUNTER TOP TOP W/ DOOR OVER CLI TS I. ALL BASE CABINETS TO BE 3C HT, nn U/ 4' SPLASH NO EXISTING ANIMAL ROLLINf� LAUNDR W O SPLASH TO RE REMAIN BASKETT GUILT-IN LIGHT BOX 8. DISTANCE FROM TOP OF BASE CABINET op m 0 \ TACK BD. COUNTER MATERIAL TO BOTTOM OF UPPER n FAX W/ CABLE TO CABINET TO BE IB" WL­ TO GROMMETS PLUGS COMPUTER 9. BUILT-IN MEDICINE CABINET BOX TO BE --� i PROVIDED BY CABINET SUBCONTRACTOR. co WW PRINTER PULL-OUT ~ SINK \ / \ / \ / \ —ROLL-OUTS 10. ALL BASE KICKS TO BE 4' IN HT. AND / \• _ _ / Q _- _- PENCIL W/ CABLE TO 3' IN DEPTH (U.N.0.) U1 � � � � - -- �• DRAWER _ INC. COMPUTER \• / / \, / \ \ \ / _\ BLANK FOR LIGHT II. ALL CABINET SHELVING TO BE ADJUSTABLE O �, LAP TOP \ - \ BOX AT COUNTER EXCEPT AT BASE CABINETS, A L3� PULL-OUT 12. ALL OPEN CABINETS TO HAVE FINISHED 3L" 30' L 30` G4' L L 50" L 102" 30" FILE DRAWER 5q. 4• 20" 9� BACKS, AND SHELVES TO MATCH EXPOSED Q CABINET MATERIAL. +M 13. ALL UPPER CABINETS TO RECEIVE 2` HT. DIVIDED EQ. VERIFY CROWN MOULDING. MATERIAL TO MATCH CABINET, MOUNT FLUSH W/ CAB, DOOR U N. FINSISLAND ED P NETS SIDESAND CABINETRY• TOILET LAUNDRY STUDIO rJ � 15• TOCABINETLAYOUT AND CONSTRUCTION �) FOR PROPER BASE DEPTHS. 14. . PROVIDE CODE REQUIRED WATER INLETS AT ALL REFRIGERATORS REQUIRING WATER U LV PUCKS TYP, AT REQUIRED WALL HEIGHTS. O 1' CROWN Il. PROVIDE CODE REQUIRED WATER INLETS MOULDING AT ALL WASHERS AT REQUIRED WALL TYP• HEIGHT. BACK OF REF. U) I ( - WINE STORAGE ADJ. 18. VERIFY ALL APPLIANCES, PLUMBING FIX- � SHELVES SHELVES / , TURES, AUDIO/VISUAL EQUIPMENT AND GLASS DOOR /- PREMANUFACTURED FIREPLACE SECTIONS cy EA. SIDE CLIENT'S ADJ. SHELVES PRIOR TO FIELD LAYOUT FOR CONFORM- OPEN ADJ. GLASS FURNITURE ANCE TO INTERIOR ELEVATION DESIGN TO BE SHELVES ADAPTEDINK RACK OF -HOOKS DRAWING PRESENTED. GYP. BO. VANITY APPLIANCE \ / 19. VERIFY SHOWER HEAD HEIGHTS AND NICHE GARAGE o 0 o LOCATIONS WITH OWNER PRIOR TO EA. SIDE 0 ROUGH-IN. JOB: 01-10-00 ADJ, SHELVES 20. VERIFY TUB FAUCETRY AND SPOUT °D TOP SLAG Q NO TOP LOCATION WITH OWNER PRIOR TO ROUGH-IN. � 9LABMARBLE NO SPLASH COUNTER \ TO DATE 01-10-00 ?L RECES ED INTO WLL TILE IN ALL FRAMIG NICHES D I BE �.. � WIQTH OWNEVERIFY HEIG RIEHT AND ROUGH IN.LOCATION DRAWN: RN FURNITURE TOE W/ BASE 0/ `' i SHOWER FLOOR. � " \ \ \ 22. ALL SHOWER SEATS TO BE IB' FROM SCALE 3/8 1 —0 23. ALL CLOTHING POLES SHOWN AS DOUBLE SIP SHOULD ALLOW MIN. 42' CENTER OF REVISION: POLE TO HORIZONTAL SURFACE BELOW. Lon Lam36" 8" 48" 8" 3G" L 38" L 55" L 18" L • 2G" L 12' L L 18" L G5' 28" 36' " CONSULT OWNER FOR EXACT HEIGHT REQUIREMENT. Ir 12 DEEP 18 DEEP 12' DEEP 24. ALL SHOULD ALLOWEISIIN i0w CENTER SINGLE �G�N SED JDF�Cy/! POLE TO HORIZONTAL SURFACE BELOW. �p� C, GALLERY POWDER PANTRY 25. ALL CLOSET INTERIORS RP NT CON- O STRUCTED BY FINISH CARPENTER ON SITE p p 4 SHELVING UNIT 4 UNLESS SHOWN HEREIN. G N T TO EXCEED 1V WIDE. WIDTHS 0 CLOTHING SHELF AND POLE WIDTHS NOT -31.01 TO EXCEED 48' WITH CENTER SUPPORT, 21, SEE ELECTRICAL PLAN FOR ALL CABINETRY F RELATED LIGHTING. I.E.: UNDER CABINET C �l FLUORESCENT AND DECORATIVE CASE GRANITE LIGHTING CABINET SUBCONTRACTOR Donald J. ne, Jr. ALA SLAB CA ILC. C1 44 STAINLESS STEEL (LUSH TO PREPARE FOR NIGHTS SHOWN HEREIN HOOD LV. PUCKS EATING BAR AND ELECTRICAL PIANS. DIVIDED77 1' CROWN 4' CROWN SLOTTED MOULDING TRAYS MOULDING- DOORS / \ / rm/ \ � I CONCEALED pp R00 LNG �:�I I I, r ,/ /� APPLIANCE - ' / SUPPORT FOR LINENS' GARAGES _/-/ 00 REMOVE RADIUS OACK OPEN\ \ / ? / SOFFIT T F•y _ _ / \ FURNITURE TOE T V. PULL-OUT/ GROMMET REAR �_ _ p TO PHONE, GRANITE SWIVEL (5) ADJ. CT- _ _� \ \ ` TV CABLE COUNTER \j \ TOP cn \ o G - - - 4. � L- SINK DRAWER- TRASH ® / / (2) SPICE \ \ /' COMPACTOR ® PEN SHELVES DRAWERS -r- \ CUTLERY DIVIDE -,� -�. / / \. /' \- - _ SINK ROLL-OUTS _� ^ \ CORNER SUSAN - - \ \ / ROIL-OUTS n ROLL-OUTS Z 15" 39• 42' 40" 484 It 18" 1114 9" 9' 392 38' 5 ' Il' 31' 5" 10' 42" 31" u DIVIOED EQ. CURVED VERIFY FRONT z O PANTRY KITCHEN ISLAND GATHERING OZOZ E-+ Od' ~" > Z 1' CROWN MOULDING 4' CROWN MOULDING W rE4 RAISED WOOD " V PANELING W/ K11 ROLLED EDGE / \ • INSETS RAISED WOOD PANELING W/ REMOVE EXISTING ROLLED EDGE q MANTLE. INSTALL q• INSETS / NEW WOOD MANTLE u._ L r� FILE DRAWERS p '' �..-.� _._ o IL � ' 0 u � _ _ HEARTH FLUSH BD EXISTING RAISED n HEARTH ^ND SURROUND TO SURROUND TO REMAIN GROMMET TO W REMAIN PLUGS BELOW 1"'1 Em4 >04 EXISTING FIRE OUTLET AND oo� NNN-7 . \ FILE DRAWERS BOX TO REMAIN LOCATIONS �'�► - - EXISTING FIRE O ~r � BOX TO REMAIN / / �. / H A a V PRINTER KEY BD, OLL-OUT PULL-OUT PHpD ONED 43' 2P�L 3i' L 48' LIVING DINING S uQY > > ;- VERIFY E0. i �' PHASE 11 A , 8 �L AUG 7 2000 �� �'� `t i I • 1 I I 1� � 21 Ir 31 I 4� 51 I 1�f31 8M1 1 2 3 4 51 61 7 8 91 101 111 12 13 14, 15 1 '� CERT FI AT$OF COM UOIC : RESIDENTS w I of Y CFS C LATE OF COMPLIANCE: RESIDENTIAL a 2 of 2 CF-IR M I 14 OA I . to PtgloA ZJ' _ • i r + 0 ♦ 01I FLAT TILESPro�•td ' 1 M0�`" ams NT ! I7" MwGert�fler ,�I14d1,,.irr.rda�+r.Hor.{IT.�....apDa111.H..�14••+< 1 � \ kanewnw T ra1 ]edl/a. ij !)iluibutiooid squlWw)A ypDt tr cam , ro P TwIno-blt r~ \\ Loalioo .A 1 . I � Y/ l bar,MIPFatd A/rMub a wall covering W Tip mu(k0ehis{t I•bllrlum d Y (pfnpWoae of Coulplltet) (T}roMt Zone ApIY tyJ Type(NsMe,trr BAirp-tcy do R•Vatus T er It a Sandanl phsnited IIt)hprl or fa ilk viae -M ora INa WAislin Y - r� ,I -% Istleldal d lop come aeY be•ctlwaplbbcd b1 .. G " '� ° _,...,--•- �� rD Ileaol 17oa Ara a Al�yoi NaS1C -QDid Tod Cadiulpbd HIS ` • be spp Wltxlve--when used,adhesive mugUed iu"olu coupe sed Cbaditfaorrd Fioor Ala !11' Typo"e.w� B16dmr7 Lawtiou Dna ATl TYPO art Cor or plop) positioned In such a maoacv as w make caa#t 01111 IWUJUM 8u7dioR'l� SlaElt FRrgih► 'L A sr R•VRIu[ lhderbplxal f (do*ale of roan) MWO-Remy ^.. *fit- -Addit<os V s) �J U) • FrwN 0cia�ioa Nartb(SoutM�-Bas►!Wat/AU Oriaa/tioo/ O � Nulrber of Smciet- , ,... 0""ei�eanlwro.r nvlaa r..><I«t+a+.r drdr..t 31 S $►ATER TING SYMMSExtental Q a1 c �.•� I 1.+. +.. I ' ! Notaba of DMIliq Unita •: Raved• a I 11 u a I �. I ' / Tmlc Factor a Ttsak ��"^ I `I� • n, �I I r� ��/,., �L� }1oorCamQnaiopT� I wearky e�`F`) i WntstNed[c Diarr'blxwa Nauber SRN �y R°ca"aY St.odby' .V aluc Inv ypwD IN a Gompcl m 'Fame Typ- C(avuy Math* Total A• Areo)bty LocatiealGo tt / Type wd•aaod lasolatioe Luulatioo value' U Vrllts ( ,i tyP ) 600 I eJ `JI / . •Vahm KCValue 1. Fw.MRaradeoP. relay wlwr.sieMOssid 4+ �irisAOttr) W `�QYy� U +4 id 1 R fldee. ►srr•1.V•WaBig W,llve s.�.a asnnp r 1tNt[' ASSIIMP7 IONS(Add tUldfa tlleets if neRoofIrdoft TttMW Mars(IKrnd maw typea esto+le (A YFIcor of rc�rtn - I .+ Flooe Slab e /pp. CAk` - rx►vk d IANC'R RI'ATEMEI�T la I 1 I MON_ , ShadU1 DCVICCS s�•Qc co r veli i• ressem••a peramafaa qe esdaalcL mewed Tb�s artirgan�e�2�by*e 6 of N Z 'cL X I I fL i I • A l(/5T / Faaesalldaa I riot �°� fadiriaral,db 'Wi°°''..a sa.emiei ftM r mbminaa for.ioi>e v►o to be bwa►r 44 .» �e a t)2X� f .DIST / Feaiarrati� Odea Arra Ferr<-aallps AIL /Fes iwasvl�nlpa.e�i6ty. �`►� staMiple ariaagloeil,+q s►adiai faulo+fist r,)•ried r"MWala 11a Special FeroFe aeesetts taction. .. p/JypeJPa.' aBor (R') u-vlue StIQc sba�t W 2x12 iKll , — —, • Ail! pntl, (r)2x ;2 JpIzT FraeK Dedpar, of caae> � "A Will I Front NNW TlddFrm A 1 Thkfta I St,odlcd Aar JOB: #998 -- ---- I I � u' Staadlfd ...� . Aedrate �'-�--•1•'"'•'-`—" T Y.. I!I�tt';;+�1-IR1 . I I -� �1;�4k 2 �a K�NG� TP �LtI�(� . .I . 1 s`>,�a d Taep °"" DATE: 01-10-00 +�L , T C�.�Lvl`:'� . t I I I r c x I pJ T , Rest dUrr* t il ��)Z Z ( ,�`. ,)DIS i 3 DRAWN: RN 2712 , Standard. (dp•agat l (Avesta) t 1 St> rd � r SCALE: 1/4" = 1'-0" Now Tift I Aaacy EVIS ON: TetepRarc . .. rtv prescriptive mripli-rlce.Tout R•valuc will Assembly U-Vsl42F. a aro nut rcquued for s wtxd framed well iia tlxxls __ t .I' cavity R•va,lue irvVL-Mim rcquircmenl fcK tits Ihcxriptivc TackaKc• I I 'T R, ti )r1q pr��a P6VC'uxnplislrcx,du rc age 1x1 crediut for any ilnoior slurding except die default q"Slandar4r'dnplxy 'Ilxx iapnemv aryl 1•��1 ! 4\ G iD Z� de(ayh inter)a sbadinilfiwiecs( tiex)1�leed clot be iostalkd Fuc axlyrliawce Iwrlwses. - — SED AA (c) pct' T��S"UD (�I) �Zl?'ic"r�STUD f' ply 1, t July 1, 1999 TAP 492 0. MANDATORY MEASURES CHECKLISTr RESIDENTIAL . MF-IRP Donal AIA ti J_ _.-._ . �, \ '•� ` '' Ibtw Lewin rtoirntial b�dhp•opproto �c iter• t corrt•h pate neallres repardlasa CA LIC. 17149 ��++" nrblact to the Stand.rds nus narked with an 491 cw) nay ba wperstdM by War s Of onp�••� events usted an the CertNkate of CM016 CC. Vias++ I Is checklist b �ee•por•tt•d to t!►a per'dt docu"Ots, tM features noted sMrN �a " 11 parties �' rima•+ tloee for tl+t tory )her ss stir egePaM^tf Intll•ef ter °n tNf checklist aNy' ---- they we aster• I/idHq►,•„ ---V U(XII �,.tz JaIsTS— 1101) Ax12 bL*KINh TO RF�Mt jftV%reaenv )seek or vtw 4pp11caw boxes rtes earlpeead or enter N/A It net sppUtable. 0 x I Z i Liz,!<f4ls DESIGNS ENFORCEMENT 1 DESCRIPTION EXISTING ROOF FRAMING W+a EnVe M•nsures0 ��j r l %W&), llrlbaw R-0 ceahb i("06i'laft R. . -11 . _1f' -Tr- -1t' ranurectur er's labNWd R-VaWW. P '7 PROVIDE ALL REQUIRED WALL 1 1 Loot• � — '—•. waned eol,s ter Mt tl•wluW h nttal if ' n I I I I ; U' II ;l( ►s i ,�Ir� ' . , ! N ` " TO ROOF FLASHING AT NEW AND Il ' MODIFIED ROOF AREAS, TYP. u_ Iran• .ear )date not b •xterrr Wali eouu. y E� ---(� *_13 r eked hoer tion h trsntd pool-f M t rl �`I\�t I� x In (1 h� 1 ppQ>t Slab MwUtlon - wttr agfarOtlon fit• ter flan OJ X. .atM vPa► N/A Suindard NEW 2 1/2'x II 1/)' MINI -LAM FLOOR O JOISTS AT IC O.C. SET IN BETWEEN - - ' rat or 61414000 ""'Is InaAatlan yu.uty st.ne.rds Voscata '� EXISTING FLOOR SYSTEM, I t1Y Inndatlon specified L=+ _ 1 Ili-17• f•rastntlon fraeucAll Exterior boors, d to Q and Inntrstion/Exntration Control! PROVIDE 1x12 BLOCKING IN BETWEEN NEW • ! L 1)oaf and andowf between eorA*red end uncend coned apace) despot 2 I/1'x11 1/2' MINI-LAM FLOOR JOIST UNDER VE �`�t 0, le pproduc I )except fWd.raxrkated) law label9" c•rtined u-wtw. ✓ • b BEDROOM >l« / a FLOOR JOIST FROMSSECOND FLOOR FRAMING X e•r[xte� dd000rr$ WW a'rr,r„Coefficient-/trlppedl auh/ohtb and tbn eFk•twn penetrations aD 1 �I I ANDVMODIFI D,ATTIC AREA40-%V ES�J }��, {� W LZA d lies t.a N/A " U -_ 1� / Isar V bl►rrrrs Handal h Clhsta lanes 14 and d oht , C ( 3Pod 1 ,�j I 1 !'SOrfk SpKcM1 hratratlon barrier .hstaltsd to corply with 1 1�1 netts Ca+nlsslon N/A PROVIDE REQUIRED ATTIC VENTILATION MINWhIi��)`l NINR�� r+I;l�rl Z d) towards. ry I `'/ lit t DTL '- DI / AT NEW AND MODIFIED ROOF AREAS. _1 I�� � IW4 �E W4 �I� wton or flrtosces. is and Gas Lop. •k baits btcontlw Ws Applanc Naso" and factory-IRAt fk4O o, dose Sills ntM or aasCedoor'have, ✓ w w NEW 2x12 RAFTER AT ILP O.C. OVER NE ti. h Oota k W Meek• .1� ds"ar and control ~ O _�:)• O ADDITION. SLOPED A�"4:12 PITCH. ADJU es nue darper an/ Comical Z NEW ROOF OVERHANG TO ALIGN WITH t No [ontbapus pRot is dbwed O sten Meosures0 EXISTING ROOF and Plunbh0 sy O j.-•- -..,, , - ` , --j Space Condltlorinp. Vater Nd4tlnp 1 110-170 HVAC t, w•ter testers slater heals a relicts certKled b' the Condslwn. s'lF•1 I`(� ��t�• _.__.__. .—_-- __ . . -�-- ---- -- I I �' 1 150000 Neatk* •"moo' Codit beds catw-ted h accordance slth ASIIrAE, SNAUTA or ACCA 1�1 W wit '� + l NEW CONC, ROOF TILE, FASCIA and or cooihp Sys .D �, AND GUTTER TO MATCH EXISTING 1 Ik etbacl' thernoft.t on aR opWic•ae tr°th0 -= yy� {,� ti.... I - / I I I I I I lx!m' iti1�I �I di,I I I I 11 I I I I I ' 1 150rA end tarJl hsul•tlan r.[tor loss tMn &W rust be __0 --- ' I' ._1 L 1, S:oropa a• eater rosters reed etth a N�n�r�y • w Z O �� — i—INE OF EXISTING HOUSE PERIMETER WALL akh beuiatlon Mohp tiered )Menet reslstence o► R-l2 1 HEN I I or"Itter's'a0°•d - tack, non-rtdraAathp Y co I I (E)GWE a first shit of pets dos<tst to ester nester s stens, ""a ' I Insdated 0t-4 Or rrtat•r) l ) W — - �/ — tanks, or other halrect hot .. NEW 2 1/2'x11 1/2' MINI-LAM FLOOR JOIST _—_._..__.— _.---- - --•-- R Water r&s h /or -aur iefft, w,4690 tonpe I ---r— I -�- — war grks Mw R-IL Wxtarrol hpdatlon or R-l6 cararY'ad htsrnal/axtarntl . r FL O O.C. SET IN BETWEEN EXISTING — ' ' 1� I 1 11 4 � o, d�nd pyo NaletM h ++a�aatlrp sections or hot water _ ! FLOOR JOIST SYSTEM. �Q `r//s� Mme- fytans ateel to w b Cooilnp,syttew pIp410 below SS' f Hard J' ��� 0V �G' 1, (0�blp brsaeth betvah Mathp eau's end �'•ct het toter tarts• w r 1 150rnk beets and rant rw�s [onf4wct41t hsalttd hq/at•d, fastened, and sealed to PROVIDE R-19 BATT UNDER-FLOOR L Mt duct$ end vele tins i0, a 603) &Kis ht.AatM to • rONrw+" INSULATION AT ROOM EXTENSION I I A +� AMI /� I '1� I te11�d R-4E orgm ow cdvetf •netted entirely t or C0&P d'Acd da lir Opysion tmt ^J jnlrl I�tZI I (if LJK L sealant or ether duct Ctand syften t)at / . 5 EXISTING BRICK LANDING AND STEPS bi staled with wastk, tape,�e tre$ni� min• �u(A, o• u•)9ia and other •pr>u<•ae 1/ �• , N 1 r netts ti0.appllcfor-ebtd r' h I ISo(n)• //0 .i ` , /� s l -0 ! Canalis) �ainst$y t Mve bac% draft or autanatk dupers: EXISTING FINISH GRADE / Canotioned spec Mw Wither •uto"atk or 36 Gra y tcossllrrp'systWns sir tamed dt"ptrs. �+ readily atcffsbl/.jtralw+aR asdpar• �+ ` 1 1140 tbd'VW Spa Mht " dNl 7a7t thW EqAO"OOflk4nCyr oerofl Felten. reatlarPraar _ • 'r]•1- PROVIDE EXTERIOR PLYWOOD FINISH AT ="4 car and no phot � N/A V UNDERSIDE OF EXPOSED FLOOR L MtrtletNrn ro aectriG nslttenu lwtho EXTENSION, MAINTAIN OR MODIFY AS 2, Systan r hstaltlid a(qq,1�� Yetaaan nti!r [OMI heater for future actor hnAb* O REQUIRED UNDER-FLOOR VENTILATION/ n a• At let 36M pipe s a a,t ,,•mss w Cover for rectio► D•a the switch • s.^ � r , 1 Pod fystsw Ms t1r••gtleal Nets and a dMdatbn D+•'p s Nnen V,1 v EXISTING PIER AND GRADE BEAM ►eaten, spa hWater• or Iausehold CoakYq Anus ✓ FOUNDATION SYSTEM t 1'lls0 Gut.fired c•ntt•ai furfni , Pool Upht. (INCOP Non-slWctrkal cooldnp apple will" na 34ltf-i' W L tMoaur•t0 1 I�l(b)U LuNInirks for oWn•ra1 totl+p N. kittha"• aMN have loops rlth,nn efFkacy OF t0 lurgns/•atter oriAtter for ow "I Ito cte h 1dtclena fhb oerarct lot"han?u ✓ {{ t contrd pane tri 2ontrdiWdby a dattn an a WAY ace•sN� � •w I It this Image appears cut-off •rrtrarcW to thi ldtcherc /� • ,. we et least ore IuinaW with Ianps H or Is not as IeglWe as this 1 i oats stn a Mthtub n'dt e'er at the entrance to the T N , �_ rNn ori •ttkakv of 4a-re•+s/••tt or`creat t uaeed h 1 1=021 o"d '� S E I 10 overlay,It's due to the poordocument or an. o► Mtarnatwrs 9 to twf //�� lasts a+e � orlWatbA caWr') ovtd. quality of the original document �� - No 'my b 149! ••• _—, AUG 7 20 i 1 1 1 11 1 21 ��-�-r 1-3� " I h(;� 1 2 3 4 5 �� 81 91 101 _T 12 113 14, 15 i 00JOLE 2x STUD6 I12M I. EDGE NAIL $HEAR WALL-SeATHNG RIDGE BOARD, PURLIN, OR 4x "T SLE: TO 2x 6TUD6 OR PMT6 FA6TE 0 TO . HIP, VALLEY PER PLAN NOLDOUIN 6CNED; HOLD011�Id. � 5 � . 2. HOL.E? &HALL so FM OF ALL-PEOR16 ROOF SHEATHING COLNJTEERSINK 10*OR 1`O FILLING w/ 9109 ". 2 - 2x ROOF HEADS AT GOPHERS /000 BRACE "81MP." A35 CLIPS AT OR AS REQ'D. o.C. N. SOLID T 1 G SHEATHING AT T riiih#6 . . EXPOSED PORTION OF EAVE pLOOR FRAMING HpbA * (2)•1/0"..DIA. DOLTS ,. OR EXTERIOR GRADE 1.. 01 mmI OMNI A 16d'e AT 8" o c. ROOF FRAMING EA PLYWOOD ETRE PER PLAN 11116 17 1 x 3 SHINGLE TRIM Or DET16d'e AT 8" oz. /� �` 2x CONT. FRIEZE BLKG. p r WNIa • SEE ARCH L. DRWGB. CONTINUOUS FASCIA V J �. CONTINUOUS RE: , 45 MAX FOR VENT REQUIREMENT$ �- / OCCURS 2 - 2x ROOF Y DIRECTION HNA 5140 BRACE HEADER AS SPECIFIED ON EXPOSED RAFTER TAIL 44"A GAMP NOTES;HDbA - 1/8" DIA. THREADED ROD I. PROVIDE POST OR STUDS IN THE PLANS WALLS BELOW THESE BRACES. SHEAR NAILING PER 2. USE 2 - 2 x 4 ROOF BRACES WHERE STUD WALL (2x4/2xb) PLAN BRACE LENGTH IS LESS THAN 12". T USE Z - Z x b ROOF BRACES WHERE DRILL NI 1/8" OVER ROD DIAMETER ''�� BRACE LENGTH EXCEEDS 12", INTO EXISTING GONG. Fs�tING AND FILL 3. THE UNBRACED LENGTH OF ALL w/ "SIMPI ET "EPDXY-TIE:" OR EQUAL. ROOF BRACES SHALL NOT EXCEED NOTE= EDGE NAILING 18 DENOTED AS EN. SEE: NOTE 2. NOTE= EDGE NAILING 18 DENOTED AS EN. 81-011 1• ¢ I, ROOF 5UPPOiRT DTL. 1" - I'-0" EXPOSE:) Fw� ! � ,11 _ II-OII ((1 LL +�oL�awN RETROFIT q �J fu W ROOFING MATERIAL SHALL BE INSTALLED ROOF* 5HEATHINC- - IN STRICT COMPLIANCE WITH MANUFACTURERS j' SPECIFICATIONS. M (D 2 x 12 DF RAFTERS 4 PER PLAN CONCRETE TILE ROOFING MAT'L. VALLEY FRAMING G$M. FLASHING AT 16" o.c. OYER 30 Ib. FELT AS REQUIRED (CALIFORNIA FRMGJ II " ATTACH CONC. TILE ( 2x CONT. BLKG. RAMI Ll0 TO I x 3 BATTS WITH ® O FRAMING CLIP / w/ "51MP.11 A35 :N EA. END Sal GALVO RESISTANT CLIPS AT 48"-o c. NAILS WITH 3/4" MIN. / FLOOR SHEATH, - PENETRATION INTO TYPO 'e TOE NAILED PER PLAN FRAMING. SPACE TYPO Q � i EN. BATTS AS REOV. j r EN. I • �, PLYWD. EDGE NAILING E 2x BLOCKING w 2 I2 DF 02 FLOOR JOTS. AT 16" .b c. II it L890 G P I w/ l5) 16d m TO EACH RAFTER. R FRAMING - PLAN AT 48" o c. STITCH MULT. FLOOR JSTS. . L TOGETHER WITH (1) ROWS OF 16d'e FULLY SUPPORTED AT 1211 o c. PROVIDE 2 x 6 COLLAR TIES AT 2 x 10 CONT. SLEEPER EXTENT OF CONT. ROOF SHEATHING PER 48" oz. WHERE OPPOSING RAFTERS OVER LOW PLYWOOD WITH FLOOR SHEATH. PLAN OCCUR NAIL w/ (4) 16d'6 AT EACH END (3) Ibd'e TO EACH FRAMING ROOF SHEATHING TO RUN CONT. NOTE: EDGE NAILING IS DENOTED AS EN. MEMBER BELOW, TYPICAL BENEATH CALIF. FRAMING AREAS TO BEAM OR BEARING WALL. . .. ... ��_.�_.-..,. 41, • I� = I'-�" 1'-0" Y ��r'-1 I III _� 111 � I'-0" � I ROOF / FLOOR CONN, Iv ROOFING DETAIL � CALIF. \/4LL5 SHEAR NAILING PER PLAN CONT. WALL BEYOND 3H Ibc1'6 M�OLEDGDR w/ . .- ._ ._�!_� ..-_----- l4) Ibd a PER STUD + SHEAR W ALL SCHEDULE: SILL WALLNSC 4EDULE E SHEAR BLOCKING oz. To CONT. 1 , 1 . • FLOOR SHEATHING PER PLAN WINDOW SILL PLATE EN. (t, �. 0. 0. 7� 1 ANCHOR BOLT SPACIING (3' 8. 12) i ��] 1. ursiALL IN ACCORDANCE Wm1 ALL. l USE DBL. SILL PLATE SN EL t �� SILL PUTS PROWSIONS OF U.B.C. TABLE 23-n-B-1. EN. WHERE OPENINGS EN. rn ' E,,,TM WALL NN SPACING SyEAR SILL 1 �' DIA. s 0" DIA 3 4 DIA, NAILING , SOLID BLOCKING 0 I S'YM• MArL ! SIDES SIZE EDGE FIELD (of) SIZ BOL . BOL BOL 16d N0� 2. b/e" Ti-11 SIDING MAYBE SUB511TUfE0 EXCEED 4'-0". ROOF SHEATHING _ TERNATE ANCHOR 801 MR 3/!T' STRUCT h PLYWOOD. NAIL BENEATH ALL POSTS ACING] VERTICAL EDGES OF ALL SHEETS. USE FLOOR FRAMING CONT. 2x BLKG. h--I s 10d NOT DIP GALY. NAILS. "SIMP." A35 CLIPS PER PLAN LEVEL BEARING 3. ALL S FOOTINGS stwL . AT 32" oc. STUD WALL (2x4/2x6) HAV to%'7' WA x ICF ANCA. 60iTs AT EN. 4" o.c. UNLESS OTHERWISE NOTED. "S;MP" '�12U HANGER ROOF FRAMING . . 4. DESIGNATES SILL BOLTING rOR NAILING PER PLAN (1 I ' ' WHERE SHEAR WALL SHEATHING MArL IS 2x BLOCKING AT 48" oz. APPLIED TO III= SIDES OF WALL 3/B' STRUCT, SHEAR NAILING Pl / r 11 O.Y1N000 OR In 8d 4' ox 1T o.c. 700 6t 1Y o.c. It O.C. 24' o.c. 2' o.c. 4r 10 5. STUDS AT SHEAR WALL LINES SHALL. BE PER PLAN / SPACED AT NO MORE THAN ts` o.c. SHEAR % SHEAR NAILING PER 71 NAILING SHALL BE DONE IN A MANNER TO PLAN d`' . . , : AVOID SPL1rMNG OF THE LUMBER. ( ' ga ALL VERTICAL JOINTS OF PLYWOOD OR SHEET ROCK PAWS S SWILL OCCUR OVER STUDS. ' ' HORIZONTAL JOINT'S SHALL' OCCUR OVER FULL NOTE= EDGE NAILING 18 DENOTED AS EN. -IOWA DEPTH 2x SOLID BLOCKING. eve - - / : CONN '' I I I11 - I'-O" 111 ,I-011 /,� hl` (.t� t .• 0. PROVIDE OSIS�HEWALL HAVE HOLD AS AT TTME • '� �O O� / ���� `I O I V I V. � RAFTER r `1 A L.L. C O I V I �.man 411— TO All POSTS WHICH NAVE HO low TOP OR BOTTOM OF THE POST.- 10 7. SEE APPROPRIATE DET FOR APPLICATION OF PLATE NAI NSG AND/OR CUP. 4. 10 SHEAR NAILING PER ((� 8. PROVIDE A MINIMUM OF (2) ANCHOR BOLTS PLAN PER SHEAR WALL PANEL SILL NAILING - SEE SHEAR Q. ALL NAILS USED IN SHEAR WALLS ARE TO BE WALL SCHEDULE S LEDGER w/ T Ibd'e PER STUD + Ibd'e AT 8" o.c. 70 COMMON NAILS, /� CONT. BLOCKING VERSION: Id 0121111 N WNA TO K a13r x R 1/r MIK / 10d OWN WS TO K 0.14' x I WW. ; FLOOR SHEATHING PER PLAN i DENOTES SHUT" APPLIED DENOTES SHEATHING APPLIED SIJ. PLATE WAS ONLY MAY BE COMMbN 'NA3' MAR 2000 0 TONE SIDE OF WALL 0 TO BOTH SIDES OF WALL t` OR GREEN VINYL' SINKERS. r SOLID BLOCKING EN ROOF SHEATHING B07N 10. WHERE PEYNOD IT ON ffft OF-A WALL BENEATH ALL POSTS AND NAIL SPACINC`fS LESS THAN mm ON. � "SIM" A35 CLIPS SCALE: EITHER SIDE P JOINTS SHALLOFFSET At 32" oz. u � " T;OUALL' ON NO M OR CONT. 2x BLKG, ROOF FRAMING 1/4 s POO NAILS ONIZ SIDE SHALL K STOWED. SLOPE AT ROOF RAKE PER PLAN ANLL MAIM M R R11r0 K & NNOILIO _ 11, PER ov u,e,c. sECTif;N 2a-2e-•11'.3 Eh FILE NAME: t 0 1 OF SHot PINS MAY K'M IN f ROOF DWG UEu ANCHM 0bLt9 AT g AM M N DATION I : STUD WALL (2x4/Zx6) PER PLAN LING ODNOITIONS. � 1n10K SNOT PINS OR j EQUAL. AT' te' d.ci LC,B_b. te30) FLOOR FRAMING PER PLAN 12, A ALL x 2" THtBt PLATEk MWA IM Of- SHEAR NAILING PER ;� � 15 � �r I� I� L 111 Is. tau. PIATE SIZES SHALL"K)IIII COIr ONWlCE PLAN ii AUG 7 2000 LiLli WITH .TABLE 23—d-•1 11AM� ROf,T'8 ToB IuD 1S imemm .�iTO m T'�MMNmm. I r EIt�' "W SILWAIA is LESS , TN[ SIU. fU'IE,W1Y ;�E 2r�, ; NO'T'E= EDGE NAILING 18 DENOTED AS EN. EN. DENOTES PLYWOOD EDGE NAILING Hilt SIXT x;13 CONN. ,11 = 1'-O" RAFT R WALL CONN. ,11 : ,1.0(61 � a 1 I 1� I 21 m �r 31 41 I 51 �I�fil j 1 2 31 41 51 61 71 -gl gl - t01 111 12 X13 14, 15 t , Will t IM 311 000, PROPERTY LINE: } R ., MRSO ROBET ANDONIAN .� LOT 41 TRACT 401 , LINDY LANE Ifni CITY OF CUPERTINO., ' , CALIFORNIA o � w 17 0 �. ' INDEX NOTES C COVER SHEET / 1. INFORMATION CONFIDENTIALi ALL PLANS, DRAWINGS, SPECIFICATIONS AND INFORMATION I CONTARIED HEREIN ARE AND SHALL REMAIN THE PROPERTY OF DONALD JOSEPH INC: J0$ X1998 SITE PLAN AND` Atl BE HELD CONFIDENTIAL AND NOT USED FOR ANY OTHER PURPOSES DATE: 01-10•-00 OTHER'1`THAN THOSE FOR WHICH THEY HAVE BEEN SUPPLIED OR PREPARED. THESE W Z PLANS $HALL NOT BE REPRODUCED, COPIED, OR TRACED WITHOUT THE EXPRESS DRAWN: IM J J E .I EXISTING GROUND FLOOR/ WaT , .CQNSENT of DONALD JOSEPH INC, SCALE: 1:20 ! a DEMO PLAN , W W 1. ALL WORK SHALL CONFORM TO THE 1991 EDITION Of THE -UNIFORM BUILDING CODE a i (31 IL 0 AND AIr1; OTHER STATE, FEDERAL, AND LOCAL CODES AND REGULATIONS. NOTHING A. FU TFO Q WITHIN `ENE CONTRACT DOCUMENTS SHALL BE CONSTRUED AS RELIEVING THECONTRACTOR .� N G P 9 Q a E .2 EXISTING SECOND FLOOR/ FROM FH►s RESPONSIBILITY. 02 DEMO PLAN g¢ mmpmmommw A►I NEW GROUND FLOOR PLAN 3. THECONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING AND ►IAINTAINING THE • 'r ', ( ' • AM PROPERTY LINES AND CORNERS. CA. 44f +� i Al NEW SECOND FLOOR PIAN 4. THE CONTRACTOR SHALL USE THE DIMENSIONS ON THE DRAWING RATHER THAN ReiIOtNCR SCAM THE DRAWINGS. A .3 FRONT AND REAR ELEVATIONS 6. All �pl(�RK $HALL CONFORM WITH THE 1994 NEC, AND 1991 EDITN)NS 1! OF Tk lk,AND UMC AND 1995 TITLE 14 ENERGY REQUIREMENTS, AA 4 RIGHT AND LEFT ELEVATIONS L VERIFt LOT TOPOGRAPHY AT FRONT Of SITE TO MAIN ENTRY. CONTRACTOR TO PROVILN.' STEPS WHERE EXPANSION JOINTS ARE SHOWN, VERIFY WITH ARCHITECT IN FIELD"1141 NUMBER AND EXACT LOCATION OF STEPS. IDD NOT ASSUME THAT :, a THE gI # KWAY WILL SLOPE FROM THE ENTRANCE ATO THE CURB.) STRUCTURAL PLANS �! C : A .5 --5 A .4 GROuND FLOOR 14tC x , F is v � C � iTY MAP ►F.a ELECTRICAL PLAN r s,uio °u�. A .1 SECOND FLOORlt� 06 x - �� ? F 1 d , •�, t• ;o• ,1 ELECTRICAL PLAN IGNEf�� . .m •"�� ;i,F, his ��� • t ' � . .,. �.� law,u! 't N A .8 INTERIOR ELEVATIONS , x , o - sNPh qIt E PLAN A N ' A-A'_ 1 �pp(o�,, ,• p2{l z Al SECTION A A � •_ ', �; . �,��' 1 e�Y G��Y „ { ��+ , • ® NEW ADDITION ' � I - •r;# .. � { •� r 6h i• �� � 1 1 "y }S • i f 1 R:�4x�'� HOUSE i e ' ! EXISTING } t N PERIMETER 1 ii � bl , .-• TR - TUR C� � S_ - , -� ; 1 T'1 , NOTE, ALL WORK TO BE COMPLETED SHALL BE CONFINED WITH IN THE EXTENT OF THE EXISTING BUILDING AND SHAH BE WITHIN THE L v- SETBACKS. i d UFFICE COPY PROPERTY LINE it GENERAL NOTES r: !fi �+ tl�.. {'� `i, f•h� 13,y4 S try' k,l 4,,, S` + !1 r i �f,f^v i •, u' < i P11 - .. y �� � i• 4 S,#. r • ,. tlt -; .. . ';, .+Ce `.{ { ! i'�a a,jY a. 07 N VERIFY ALL DIMENSIONS ON SITE. S. PROVIDE EXPANSION JOINTS AS SHOWN. CONSULT ARCHITECT 1. CONTRA TOR 7 VERT WASTE `INE LOCATION AND "' +' '` i, DON SCALE PLAN. V If ADDITIONAL EXPANSION JOINTS ARE REQUIR D. AL FLAT- HEIGHT �OR WASTE P � REQUIREMENT. •.., tt + T R PROPERTY RK SHALL SLOPE TO DRAIN 1/4•/FTr MAX. P�OVID� STEPS F P 11 DR NOT 0 INfR . PR E TY WO Z. VERIFY PROPERTY NE, DRAWING` U 0 RX EBSI ELY SLOPED WALKWA �LT S. ORIGINAL SITE MAP PRESENTED A ERN PROVIDED 1 LINE MAY NOT EXTEND TO BACK EDGE OF SIDEWALK OR IN LI F C y S CON H g p { / ER PRIOR 70 LAYOUT, L Fl T- OR 1 EN ED PROPS I AL AND HAS � t CURB. ARCHITECT OWN COC �TINUE AL BY OWNS `C C NN a � x , - ; ' . r + r,.;� ' , ,A� . ,r.• r� �. - <I { WORK AT PONT EDGE Of PROPERTY TO BACK DOE OF BEEN RELIED UPON FOR BUILDING DC91GN AND LAYOUT. E , RR CURB, ?p' , rtry •. t.: '�O *t: . 3. CONTRACTOR TO VERIFY AL SITE REQUIREMENTS PERSUANT SIDEWALKOR C � "" I` P • � • '•. f ! ` .., -.. ;. •. ...'_ - #�,``t.{';N L.• . -1f, , j,{`. .: �§tia rw i � 'E a '_. ' d{i'. F:e `'�' ,,i�//s, � T" t, l ., 1 ANY AND ALL SU801 ISIO� C C.IR 4, 0 TRACTO 0 P OVIDE LAD WP;LAI IGHTING s ,{ �. ^ , R g�� E ,1 ,. • +a vi Y, PROVIDE J' 7ICK C NCRETE M HANICAL PAb AS 3L EVNDR AT RKNb INYO PLANTIilG/ � � . ;; il! :� ',�, x. ,, #, c�. � ., � . 1PyCC @ ��pp AA t {4' .4• PROPERTY ASSUMED LEVEL AND tlITHOUT FEATURES SHOWN 0 PN 911 AND LOCTON MAY VARY WITH PLANTER AREAS �SREQUIRflD. , - ; .t- " , r=c3.pREM T VE IF LIN L L H NLESS ONTOUR LINES AND FEATURES IIE. TREES ROCKS EQUIPMENT RME . R Y F C TION WITH C I Rv14 - TOWNER. ONTRACTOR TO PRSVI E 10, FINt>5H GRAD HALL pR0 ID PLOBIIIYE DRAINAGE ETC.! ARE SHOWN. ARCHITECT 6 NOT RESPONSIBLE FOR A H /J CC a gg gg yy I SITE CONTOUR ARIATIONS NOT PRESENTED, STEPS FROM RE UIRED CC.IR, SCIREENING AND OR ADJACENT PLOW A1WY 1'ROti HOUSE AN� AL 'STRUCTI�ES ON SITE, r T p R y IN FIELD. ROPERTY SOUND ATTENUATION HE 8 FINISH FLOG TO GRADE MAY WARY, EVALUATE P t tt a. • a ,L:xs i } ,1,, ; I, A AGlATTAWIF INWR SPOUTS A L DOAI 14 0 LA D- a . a• US AND 8E CARRIED TO STREET ti z1` ytt DR 1 • e x .. , 1 - '-. ♦ it a ' •. 1f h'dp.M 1-! 1¢j {' , ` 4 r 1 Y { v A" , t , S s { A , c - ♦ ( p r. m � z. .. f\ ...a.,. � y�g.-,. ♦ A.. _ ..nom.••.. . - _ - ...o..«d..a..., r-.. . , ! d 14, I - .. r... ..+,. wu... < ,..,m.J.. -.o..♦ e. ._.......M«=.,n...a:.m...�.a. r:.,m.N lae.- Y, y.-e•.-a .'»WL.�-;,..- .r.—a_..an, vw_.. .. rdYky ..... +}. aNM`Y•M4- ►+. ..4 •, R.1 .ai.a•r•Y34{{ 11 11 1 21 m I 31 41 I 51 7I�81 1 2 3 4 5 6 7 8 9 10 111 12 13 14 15 , { SMI