Loading...
HomeMy WebLinkAbout10151133.pdfWON 2121 VIC-,.*TORIA D-h rl UEANC-YELIL.S- � ED TR O LOTNUMBER: TRAC NUMBER: VICINIirw m'Y" N- .- Tt St o° 17-9 7116" ---- �'— 5'-0° — 399-111-17 N/A BY COUNTY BR UNSREPLAT ni2nVJ712 V r IATF. L P/L P 39'-1 " I UN P/L P/L P/L P/L P/L P/L PIL PIL P/L P/L 'k!L P/L P/L. P/L P/L PIL PiL P/L PIL PEL P/LP/L P/L PIL P/L P/LP/L PIL P/L P/L P/L P/L P/L P/L P P/LAF Al r/oAV 2 1539 MONROVIA AVE, STE #1 NEWPORT BEACH, CA. 92663 PH: 949.642.1046 FAX, 949.642.1029 LREVISIONS 10.24.05 S SET OF CONSTRUCTION DOCUMENTS, INCLUDING ALL IDEAS AND DESIGN, ARE ANS OF PROFESSIONAL SERVICES AS PROPERTY OF KIEGGO CONSTRUCTION ORPORATED (KC), AND IS NOT TO BE D IN EITHER ENTIRELY OR PARTIALLY ANY OTHER PROJECTS WITHOUT THE ITTEN AUTHORIZATION OF KC. THE RODUCTION OR MODIFICATION OF S DOCUMENT WITHOUT THE PRIOR ITTEN CONSENT OF KC IS PROHIBITED. S DOCUMENTATION INCLUDES NEW [BETWEEN RK AND DOES NOT NECESSARILY LUDE AS -BUILT OR EXISTING NDITIONS. KIEGGO CONSTRUCTION ORPORATED IS NOT WARRANT IN ANY 3; THE ACCURACY OF THIS ORMATION, AND StXAZ.Z NOT BE PONSIBLE FOR ANY DISCREPANCY THIS DOCUMENT AND EXISTING NDITIONS. ill rt�• � TITLE I THE SHEET DATE 08.05.05 TIST ah, DT, VV SCALE N.T.S. JOB NO. SA.-2121 :EEHT I T21 SCALE: 118" = f _______________ - ---_______-_-_____ i 1 _1 0 1 — _ — -- 23'_0„ -- -- --- ---- Y) i { 1 I GARAGE 531 sq ft { I I E f L 12----.1 _jI 5'-2"-� T-8 7/8" 6'-2 1 /4" D 4� r C� HALL 350 sq Lo 001 �� -- U P ! 1 � � r ■ 221 sq ft v f3 14'-7 1 /4" DM I Cr) r r r (So r r 'o r 32'-5 1 /4" 77'-2,t 5-0"—I 5"-0," 2„ 5"-0," 2„ e ", W12 �I �12 1�12 �{ W12 I -1 1 /8" { ' HALL 216 sq ft iD10. II II D04j P13> 17_1_—__1 1 h MASTER BATH as 135 sq ft 11� I I �� —�., I I �_�— BEDROOM 2 (©7�j 11 o f (WO _)7 j 91068 DINING 223 sq ft L 1, W07 jJ ) j LIVING AREA { 2962 sq ft I 2'-11 1 f2" 4'-5 7/8" _.__.——____�___-14'-10 7/8" 103'-2 1 /2" 4'-5" I /\W j (1 077 () { 07jW05 ?r I _ II CD 9'-3 7/8" OE: ii I__1 I '� it ___1 I I I I I I I II II F ' Il I I �. _ �; I !3 LIVING I II � T—__.FIREPLACE 395sgft II i` KITCHEN i �Dio7 208 sq ft r I I I I II i II II _ _.1 II II �Wos` II II �D I II II •__�j II II 11 II II "' , j 06) i ALL WINDOWS IN SITE NEED TO BE REMOVED. -INTERIOR WALLS TO BE DEMOED ARE MARKED. -ENTRANCE AREA ARE TO BE REMOVED AND RESHAPED PER PLAN -REMO VING ALL THE ,! Dt WNS TAIRS IN THE KITCHEN AREA. WINDOWS -GARAGE DOORS TO BE RELOCATED TO FRONT SIDE. co , c�7 r f111���1� EXISTING WALLS TO REMAIN EXISTING INTERIOR WALLS TO REMAIN r 1539 MONROVIA AVE, STE #1 NEWPORT REACH, CA. 92663 PH. 949.642.1046 FAX: 949.642.1029 REVISIONS 10.24.05 THIS SET OF CONSTRUCTION DOCUMENTS, INCLUDING ALL IDEAS AND DESIGN, ARE MEANS OF PROFESSIONAL SERVICES AS THE PROPERTY OF KIEGGO CONSTRUCTION INCORPORATED (KC), AND IS NOT TO BE USED IN EITHER ENTIRELY OR PARTIALLY FOR ANY OTHER PROJECTS WITHOUT THE WRITTEN AUTHORIZATION OF KC. THE REPRODUCTION OR MODIFICATION OF THIS DOCUMENT WITHOUT THE PRIOR WRITTEN CONSENT OF KC IS PROHIBITED. THIS DOCUMENTATION INCLUDES NEW WORK AND DOES NOT NECESSARILY INCLUDE AS -BUILT OR EXISTING CONDITIONS. KIEGGO CONSTRUCTION INCORPORATED IS NOT WARRANT, IN ANY WAY, THE ACCURACY OF THIS INFORMATION, AND SHALL NOT BE RESPONSIBLE FOR ANY DISCREPANCY BETWEEN THIS DOCUMENT AND EXISTING CONDITIONS. Fr.y M C'�1 CI'� TITLE 1 ST DEMO DATE i 08.05.05 TIST ah, DT, VW SCALE 1/4" = 1'-0" JOB NO. SA.-2121 SHEET A10 1 SCALE: 1'4" = T C\l 9 b co EXISTING WALLS TO REMAIN NOTE. ALL SECOND FLOOR WALLS TO BE DEMOLISHED • 20'-1 5/16" 4'-9 5/16" 10'-5 7/8" 4'-10 1/8" .3 5/4 P- FOOTPRINT OF FLOOR BELOW r— — — — — — — CLOSET cy) • 24 ICV • bo 0 j�z 0I i I! 3068 I MASTER BC 254 sq ft �� I� • • • • 0 • 00 0 0 0 0 • c\j • <D 0 If 0 0 0 0 0 0 0 40 CD c') 0 so 0 0 0 C) co Lo 2668 0 0 o 0 a 0 0 0 0 0 0 a 0 a 0 0 . . . . . . . . . . . . . 0 0 0 T— • 00 OD -1 cy) in 2668 1-0,/ co • :Clot MASTER BATH 103 sq ft F1 c� cl, co t------------ 1 5/16' 4'-4" 6-0 1/4" 1/8�,---- 5'-9 5/8" LIVING AREA 475 sq ft 20'-15/16" 0 0 a 0 0 0 0•0•0 0 0• • 16 & * * o o * e * * * * * * e * o * o * of * o o * * o o a * A If 0 0 * 0 0 * 0 0 0 * a 0 0 0-,* 0 0 0 0 0 0 0 * 0 0 * 0 0 0 0 0 08 • 0 0 0 0 & 0 w 0 of 0 0 0 0 0 0 0 0 a o * 0 o 0 of a o o 0 * o 0 o * o 0 0 0 0 0 0 a * 0 0 a 0 o o o o 0 o 0 08 9 0 0 0 0 0 0 * 0 & 0 0 0 0 0 0 a * 0 0 0 0 0 0 * 0 0 0 9 0 0 * 0 9 02 All a DI51133 13 VWROVON IA AVE, STE #1 ORTBEACH, CA. 92663 PH. 949.642.1046 FAX: 949.642.1029 BE R wsmm 10.24.05 L j H THIS SET OF CONSTRUCTION DOCUMENTS, N INCLUDING ALL IDEAS AND DESIGN, ARE M MEANS OF PROFESSIONAL SERVICES AS H THE PROPERTY OF KIEGGO CONSTRUCTION INCORPORATED (KC), AND IS NOT TO BE N USED IN EITHER ENTIRELY OR PARTIALLY T U S FOR FOR ANY OTHER PROJECTS WITHOUT THE 0 WRITTEN AUTHORIZATION OF KC. THE REPRODUCTION REPRODUCTION OR MODIFICATION OF THIS DOCUMENT WITHOUT THE PRIOR WRITTEN CONSENT OF KC IS PROHIBITED. THIS DOCUMENTATION INCLUDES NEW THIS WORK AND DOES NOT NECESSARILY WORK INCLUDE AS -BUILT OR EXISTING i Co CONDITIONS. KIEGGO CONSTRUCTION INCORPORATED IS NOT WARRANT, IN ANY I WAY, WAY, THE ACCURACY OF THIS INFORMATION, INFORMATION, AND SHALL NOT BE RESPONSIBLE FOR ANY DISCREPANCY BETWEEN THIS DOCUMENT AND EXISTING Co CONDITIONS. P4 coo -T TITLE TITLE 2ND DEMO DATE DATE 08.05.05 IS T TIST ah, DT, VV SCALE SCALE 11411 it -off JOB NO. 9 SA-2121 CHsEET 1 D Alis2, I M, - :I- ---, - -_tt - - -- 1 11FO �22"XX48 48 1 FIXED GLASS TEMP. GLASS 2 1864' I�57GLASS TEMP. GLASS 0 O,X X8 02 2 1 2 80 0 81 -W — -- 1 0, Xg FIXED GLASS W03 1 1 1881 20"X97"- 20 If ii —TEMP. CLASS 22710 126"X94" _-- 26 94 FIXED GLASS TEMP. GLASS 1 J-0-20 36"X24" 36 " 24 FIXED GLASS TEMP. GLASS i W06 1 1 3040 36 " 48 FIXED GLASS -- -TEMP. 7 1 1 31081 46"X97 46 " FIXED GLASS TEMP. GLASS ' -iQ-23-- 48"X27 FIXED GLASS -- W08 2 1 TEMP GLASS _ ivo-4--- —2 -1 402-1 —48"—X25"---4-8 25 FIXED GLASS TEMP. GLASS_ -4-024 -49'X28" 48 28 FIXED GLASS TEMP. GLASS Hi 1 2 --1 404049'X48" 148 48 -SNGL C'A$EffENT-11R--- W12 2 1 14050 49'X60", 48 ' 60" SNGL CASEMENT-HR W13 3 4046 48"X54" 148 " SNGL CASEMENT-HR GLASS FW1 4 3 1 5019 60"X21" 60 " TEMP. GLASS 1 Tyl r; 3 1 5050 dWj�—X6W 60 " 60" CASEMENT-1111 411 70 11 �97 FIXED GLASS GLASS I W16 1 -1 51081 70"X97' G_ 18f-111 W17 1 6057 72"X67" 72�" 67 LEFT SLIDING W18 1 61081 82' 82" 197 1/8 FIXED GLASS trX117 Vh�L­ .GLASS 14'-6" 3'-0 W19 1 1 62111 74"X23" 4 23 FIXED GLASS TEMP. GLASS 3 FIXED GLASS TEMP. GLASS 0 1 1 7261 86"X73" W05) W21 891X8all 1 1 7474 _188" __-FIXED GLASS TEMP. CLASS SS -W22 1 1 901, 7652 90"X62" 62 " FIXED GLASS W23 1 1 9119 109"X21" 1091, 21 " tF LI SS TEMP. GLASS (W261 W24 1 1 50 -S 91 — iO�X66�----iO9 60�' kE7 LA�S TEMP. GLASS ii�xw 74 " 59 FIXED GLASS TEMP. W25 1 --- GLAS TEMP. GLASS W26 1 3Q40 36"X48" 36 " 48 SNGL CASEMENT 1111 TEMP. Glass 1lit 22'-9" ill AL /7V7 - � i­ -- :r- -- 331-11f I 1131-51t ---- 411 ER J�0-1' D02 R03— TY 2 1 FLOOR _KlijE­ 1 1 1— 11468 16068 2037 SCHEDULE DIMENSIONS 136X80' 192X8011 _24X43 7116XI 3L9'14_"_ -W 236 192 _HEIGHT �O 80" — -43 7/16 DESCRIPTION EXT. SLIDER -GLASS GARAGE HINGED -DEFAULT D04 —1 io 1 2668 3OX80XI 3LO" -- -30 801, HINGED -DEFAULT D05 D06 D07 D08 1 1 1 1 1 1 1 3068 ---j6X#0X13/8" 3268 4068 468 4168 -1 3 38X8Q)(1 3V� - 48X80' gX8 i4 �119X80�Xl 34" 4: �2 36"—------IHNGED-DEFAULT 38 " 48 " 2412" 8 0 11 80 801, 80" HINGED -GLASS EXT. SLIDER -GLASS EXT. 182 D09 D10 1 2 42t 5068 25XBQX1034� 30X80X1 314" 25 30 801, 801, EXT. HINGED -GLASS TEMP. GLASS EXT. HINGED -GLASS TEMP. GLASS bil­ D12 3 1 1 5068 6068 60X80' 72X80" 60" 72 80 EXT, SLIDER -GLASS TEMP. GLASS EXT. SLIDER -GLASS i'7313 ±1 20410 24X58XI 318" 24 " " 58 HINGED -DEFAULT TEMP. GLASS GLASS D14 1 1 2068 I 1X80X1 3,18" 24 801, HINGED -DEFAULT TEMP. I Lj IV i ri TEMP. r.- GLISS ALL WINDOWS AND DOORS THROUGH THE ENTIRE HOUSE TO LIVING BE REPLACE WINEW NO EXISTING TO REMAIN i 463 sq ft GARAGE 2' 2 loo-21-Ot' 444 sqft cq ONE HOUR FIRE RESISTIVE I z v CONSTRUCTION WALLS. TEMP. GLASS GYP. TYPE `X) cU j t �N20� t 4" 4" 4" t­ j F #T fo T-7"o"l -iiI i-� 81-o" - 04' 5'-0 Y-8" -1 61-31f 33t-51f W It 2" Off - 1 10-11if ----COURT -411 5f- 14ok oop J- -----Ii —I 335 sqft "RIOR FINISH FLOOR HT. EXTERIOR STONE FINISH TO M477CHIN71, 01 I�Iwo QD "01 11 vv1 6y, f\ 1 01 I L M- -004L. 7 mE7,�� 71-�- -T� f := =­X - -- - 'K - - - it --- TEMP. GLASS rEMP. GLASS SLIDING POCKET DOORS SLIDING POCKET DOORS 4 t­­ X-1 u, 201-311 f 4'-2 If .... F7 ENTRY cq jj�0 6) ENTRY 91-211 2-6" 2`1 211 HALL L 45s 7'!/ -011 -to- 6'-p qft 41-0" 41-011 0! mm�m" � 40M �wio �w RETURN AIR GRILL ---a-4111 UNDER FA U (INSIDE, 19-0 ---."��ALL MOUNTED D� (El PLUMB. 1777-r WALL la" PLATFORMtoo WATER WALL FEATURE "4 I i 12l'SUTD w �13 /\w 1 g r1Q --- S4 4068 7068 7- 7 -111 EXISTING smmslsmih-cASE; � 21-2111-,o t1Vn7v.COxfFQRM1NG) W08,- UP BATH LAUNDRY 12 Ll 340 ft I I I I I HALL vi IN. �w q CD�04) fp� 21-9t' L 131-Olf BATH ODO 4 F" it �t 45 sq ft CLOSET X 17 sqft TRASH ROLL OUT - F 0 [E) PLUMB. WALL -A -71 \-_ /tee i f %`y 7' (El PLUMB, (D BEDROOM T L IN y 288 sqft i --2: CLOSET 11g S41ft 1 00op 90 sqft 13f-10" 1 BAT H 11p 1 1 - NOOK 145 sqft 1 i % lf� 1 L---- - j CZ 33 g, ft BEDROOM .197sqft TEMP. GLASS W25, CW, 9// 7-7' 6-3" 131-1011 ­—­ P. GLAKS- - -- - - ------------ - j it i TkMP. GLASS �W)22 -T� 71-5t' ---------------------- --o 05rf----- 91-111 174-74t ------ PONT (04� TEMPGLASS TEMP. GLASS TEMP. GLASS TEMP, G ASS wi D n1l (W -­- —�V­ _� 5) ��W14� \­- C14 4i i (V� 5� CONC. LANDING 51-Ofl 51-7tv 51-On 5f-Otl off On 5t-811 20141 i (1,04�i ---P,E W08'12 F PANTR Y 45 sqft_ ) _ GLASS GLASS EMP. GLA CORNER BAR SINK --------- - ��- -- \ i �� /X KOHLER BUILT IN Z UNDER COUNTER WINE REFRIGERATOR /\WO ij �W�O x GLASS ' CONC. LANDING GLASS TEMP. GLASS TEMP. C D1 3 T7 04. �I cwl 1) 11-81t 11t---41-2l`- 1-8 1131-511 LIVING AREA 3710 sqft NOTE: 1. PROVIDE FIRE BLOCK AND DRAFT STOP IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES AT THE CEILING AND FLOOR LEVL AND AT 10 FT. INTERVALS BOTH (USE 518" GYP. BOARD AT FLOORICEILING HT-) low 901" #12 1 ENTMIR 51-Otl 61-21t 15113'S NOTE: ALL WINDOWS AND DOORS THROUGH THE ENTIRE HOUSE TO BE REPLACE WINEW. WALL LEGEND WALL, EXISTING H*LL, NEW WALL, NEW I -HR RATED FIRE RESISTIVE 1539 MONROVIA AVE, STE #1 NEWPORT BEACH, CA. 92663 PH. 949.642.1046 TAX 949.642.1029, REVISIONS 10. 24.05 S THIS SET OF CONSTRUCTION DOCUMENTS, INCLUDING ALL IDEAS AND DESIGN, ARE E MEANS OF PROFESSIONAL SERVICES AS S THE PROPERTY OF KIEGGO CONSTRUCTION IN 9E INCORPORATED (KC), AND IS NOT TO BE _Y USED IN EITHER ENTIRELY OR PARTIALLY E FOR ANY OTHER PROJECTS WITHOUT THE WRITTEN AUTHORIZATION OF KC THE THE REPRODUCTION OR MODIFICATION OF OF THIS DOCUMENT WITHOUT THE PRIOR WRITTEN CONSENT OF KC IS PROHIBITED. THIS DOCUMENTATION INCLUDES NEW WORK AND DOES NOT NECESSARILY INCLUDE AS -BUILT OR EXISTING CONDITIONS. KIEGGO CONSTRUCTION INCORPORATED IS NOT WARRANT, IN ANY WAY, THE ACCURACY OF THIS I 9 INFORMATION, AND SHALL NOT BE RESPONSIBLE FOR ANY DISCREPANCY BETWEEN THIS DOCUMENT AND EXISTING CONDITIONS. cot 0 TrASTFLOOR DATE 08.05.05 RTIST ah, DT, VV SCALE 11411 = I -off JOB NOS 121 SHEET A2 I u 21-1111 251-611- --- 2T-1" GARA GE A TTICI STORAGE 237 sq ft '4' 14. 17*- 24' to t 9- 191-9ti ATTIC A( 11wS crs 4-(DO1 I 191-911 MASTER BDRM D06)'� 11tt m 31-01t 191-91f 2 V- I _4068 cq 161-21t CLO SET �q (�o 1) 176 sq ft -off 0) E �o 1) cn m7m STAIRS r4 ON__L____�L35 sqft--,- 4. 17 HALL 16" PLUMBING WALL 6t-711 4068 - ------ - 11111110011111111110� Foil 7 231-5t' LAUNDRY PASS -THROUGH � �� 1 � f LAUNDRY- -1 �A 02 1 i ? 4.1) MASTER BATH 7� soft M 1 74 sqft w4L 6" PLUMBING L _ j �; MASTER BATH 122 sq WIDAM 076 7 -7 f —70 - ----- WALK IN SHOWER sq ft 1 i J1 fill r I NUMBER _1 TY�FLOOR 'SZz—j�--TDiA-fkrksioNS WIDTH HEIGHT R 0 DESCRIPTION WO TC2C-xra I 30'X30" " IX31 2 _XL__ FIXED GLASS W02 W03 2 2 3040 3060 (:�_ 136"X48" 3 36 36 " 48'1 72" 37X49 1/2 -___-_�X-73j12—_FFjXED X 1 SNGL CASEMENT-1111 GLASS TEMP. GLASS W04 1 2 OgO 148"X24" 48_�� " 24 " " 49X25 1/2 1 DBL CASEMEN _U TwkH HIM TEMP GLASS lGLASS I W05 20 2 2 4023 4050 4 48"X60" 48 148 " 160 27 " 49X28 1/2 49X61112 FIXED _TEMP.QjA$5__ S ji�517$_4�TSS7 -TEMP- - LASS W07 W08 W09 1 1 1— _T 2 4640 2 4650 5030 54"X48" 160"X36" 54 " 54 48 60 36 55X49 1/2 55X61 1/2 — 61A37_1j LEFT SLIDING FIXED GLASS -, TEMP. GLASS 1 2____t5040 60'X48" 60 " " 48 61X49 1/2 LEFT SLIDING SS wil W12 I W14 1 1 1 2 2 2 15068 15640 3040 ___kQ�)(62" 60 60"X80" 60 " 66"X48" 66 N j419 35 7 W48 35718" 62 801, 148", 61X63 112-- FIXED GLASS 61X81 1/2 FIXED GLASS TEMP, GLASS _07X49_1/2 .— LEFT SLIDING __TEMP,_GLASS 8X49 -1111 2 50 - ! - - .148 160 49X61 1/2--- 1 CASEMENT Hit , SNQL CASEME 571-311 41-61 4t-011 I 4t-011_21f 41-011 21-1" 4'-0" 4f-011 2" 41-01t �1 5� *15 wi 5\j wi W1 5) W05 \WO5} \/ (W 0 5 �WID5� �\/W 0 5) 005, 1 1� GLASS TEMP. GLASS TEMP. GLASS TEMP. GLASS TEMP. GLASS TEMP. GLASS HALL 34j 21 sqft ((0) LZI I 1 1, BATH-,,,, !H! 58 sqft' - 0 - 3 CLOSET #'DOUBLE PLUMBING 31-711. STAGGERED STUD WALL BATH BEDROOM D02 i52 sqft< 40 12'-0" 5- 7 CLOSET 36sqft (D02i 191 sq ft 5'-011 ­---�or, 21-1tt 5'-0" 3'-3" II TEMP. ASS OFFICE 323 sa ft DN E�; 811 DOUBLE PLUMBING Ll \,"STAGGERED STUD , �WALL 7HTEMP. GLASS__j TEMP. GLASS _ TE NIP. GLASS j 2 �W081 �wi 0, owo� 1:? 3\ STAIRS 1? 60 con cn TEMP. GLASS 12;', t1 1P'11-111 1t' t111111-ttl '" 'i 11--1115-0/2-44-63-75-63-31-5— 4-O4-35-O-45-0 2'-9" 7'-6" 6'-9" 6'-6" 121-411 51-1 6t- 12f-6tf 5'-11" 7-6" NOTE: 1. PROVIDE FIRE BLOCKAND DRAFT STOP IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES AT THE CEILING AND FLOOR LEVL AND AT 10 FT. INTERVALS BOTH VERTICAL 4N#-'H.0RIZONTAr.;. (USE 518" GYP. BOARD AT FLOORICEILING ITT.) PR t OSED ON p'"I'LOOR SCALE: 11411 = If CLOSET 01 NWN0s WALL, NEW WALL, EXISTING 241-9tt qtt 4t-011 41-011 4f-01t 211 j_- 4t-01t 4f-011 41-311 W06\ /� DO6 1�)05 CW)5 i (WO j� { TEMP. GLASS TEMP. GLASS TEMP. GLA TEMP. GLASS 0101 231-5" GLASS RAILING FIRMLY SUPPORTED ONALL FOUR EDGES. GLASS IN THIS CASE IS A DECORATIVE ELEMENT AND FOR VISUAL PUPOSES ONLY (NON- STURCTURAL OR LOAD -BEARING) TEMPERED GLASS, (Typ.) ;Q OPEN BELOW _N 489 sq ft 27'-11" TEMP. GLASS TEMP. GLASS 4-0" ­4-2t1-- 4-0" ­4-lt-- 4'-0" —4!X— 4-0" m m LE 05/,�0 w 4 I N�,A4. W05-\) �06i C? vas cq CW06§ 4. 05 (WO6',, 1539 MONROVIA AVE, STE #1 NEWPORT BEACH, CA. 92663 PH., 949.642.1046 FAX- 949.642.1029 REVISIONS 10. 24.05 THIS SET OF CONSTRUCTION DOCUMENTS, M S U N CLUDING H E INIGN, E q INCLUDING ALL IDEAS AND DESIGN, ARE DESAR A MEANS OF PROFESSIONAL SERVICES AS E V C E S E S IG CONSTRUCTION H N THE PROPERTY OF KfEGGO CONSTRUCTION U 0 INE INCORPORATED (KC), AND IS NOT TO BE CORPORATEDC T 0 B U S L USED IN EITHER ENTIRELY OR PARTIALLY RTIALLY T PAML Y THE E FOR ANY OTHER PROJECTS WITHOUT THE FOH R U 0 H WRITTEN AUTHORIZATION OF KC THE C I E 0 REPRODUCTION T N REPRODUCTION OR MODIFICATION OF T 0 F r P R 0 _ PRIOR THIS DOCUMENT WITHOUT THE PRIOR T W� WRITTEN CONSENT OF KC IS PROHIBITED. PROHIBITED. THIS DOCUMENTATION INCLUDES NEW WORK AND DOES NOT NECESSARILY INCLUDE AS -BUILT OR EXISTING CONDITIONS. KIEGGO CONSTRUCTION INCORPORATED IS NOT WARRANT, IN ANY WAY, THE ACCURACY OF THIS ArFORMATION, AND SHALL NOT BE INFORMATION, RESPONSIBLE FOR ANY DISCREPANCY BETWEEN THIS DOCUMENT AND EXISTING CONDITIONS. TITLE 12ND FLOOR DATE I 108.05.05 TIST ah, DT, VV SCALE 1/4" = it-otf JOB NO.1 SA-2121 SHEET A2o2 m Fm I SLOPE: 11411= 1'-01' (FLAT ROOF) SLOPE: 11411r 1'-011 (FLAT ROOF) = >a i r 114"' = 1'-0" r SLOPE:it-off ROOF) (TYP.) Sheathing 114" = 1'-0" kkbl (FLAT ROO 0JUJUAWA, (FLATROOF) ' #I_CKET U /O1511 �3 N 2 O III MONR0VIA AVE, STE #1 NEWPORT BEACH, CA. 92663 PH., 949.642.1046 FAX 949.642.1029 REVISI Q 10.24.05 THIS SET OF CONSTRUCTION DOCUMENTS, INCLUDING ALL IDEAS AND DESIGN, ARE MEANS OF PROFESSIONAL SERVICES AS THE PROPERTY OF KIEGGO CONSTRUCTION INCORPORATED (KC), AND IS NOT TO BE USED IN EITHER ENTIRELY OR PARTIALLY FOR ANY OTHER PROJECTS WITHOUT THE WRITTEN AUTHORIZATION OF KC. THE REPRODUCTION OR MODIFICATION OF THIS DOCUMENT WITHOUT THE PRIOR WRITTEN CONSENT OF KC IS PROHIBITED. THIS DOCUMENTA77ON INCLUDES NEW WORK AND DOES NOT NECESSARILY INCLUDE AS -BUILT OR EXISTING CONDITIONS. KIEGGO CONSTRUCTION INCORPORATED IS NOT WARRANT IN ANY WAY, THE ACCURACY OF THIS INFORMATION, AND SHALL NOT BE RESPONSIBLE FOR ANY DISCREPANCY BETWEEN THIS DOCUMENT AND EXISTING CONDITIONS. ;Z� Q.A F„ Mom" C TITLE ROOF PLAN .DATE 08.05.05 TIS—T—��-ah, DT, VTR SCALE 114" = 1 "-0" JOB NO SA-2121 SHEET A2*3 SCALE. 11411 = it -oft A.F.F. Z 21'-0" , A.F.F. Wwm !! F - - - A.F.F. SCALE. 1/4" =1' A.F.F. T 21'-0„ A.F.F. I I I I I II ;, �lI {I it , A.F.F. A.F.F. 1M�l�i�tl� I--- SMOOTH STUCCO--,-,,,., , SMOOTH STUCCO �--...i ;4 I II I I ; 1 jl � l � I! --_ 31 ( i if if (i ii it iI i� 1 IL_gl I it N. PORTE COCHERE �I A.F.F. 21I-0" i ! I I — -=- � A.F.F. I i -- - 23'-0" A.F.F. 21I-0„ { A.F.F. .•19MU- . 10�memo 1�33 1539 MONROVIA AVE, STE #1 NEWPORT BEACH, CA. 92663 PH., 949.642.1046 FAX: 949.642.2029 VISIONS 10.24.05 ff THIS SET OF CONSTRUCTION DOCUMENTS, INCLUDING ALL IDEAS AND DESIGN, ARE MEANS OF PROFESSIONAL SERVICES AS THE PROPERTY OF KIEGGO CONSTRUCTION INCORPORATED (KC), AND IS NOT TO BE USED IN EITHER ENTIRELY OR PARTIALLY FOR ANY OTHER PROJECTS WITHOUT THE WRITTEN AUTHORIZATION OF KC. THE REPRODUCTION OR MODIFICATION OF THIS DOCUMENT WITHOUT THE PRIOR WRITTEN CONSENT OF KC IS PROHIBITED. THIS DOCUMENTATION INCLUDES NEW WORK AND DOES NOT NECESSARILY INCLUDE AS -BUILT OR EXISTING CONDITIONS. KIEGGO CONSTRUCTION INCORPORATED IS NOT WARRANT, IN ANY WAY, THE ACCURACY OF THIS INFORMATION, AND SHALL NOT BE RESPONSIBLE FOR ANY DISCREPANCY BETWEEN THIS DOCUMENT AND EXISTING CONDITIONS. MEMO TITLE ELEVATIONS DATE 08.05.05 TIST ah, DT, VV SCALE 114" = 1'-0" JOB NO. SA-2121 SHEET A3o 1 t� !1 _-_-__ �lS +t 1 i' OPENING1. 74 if 2. TOP OF OPENING !ONT SIDE I' TIOAl En 1 f WINDOWNOTES: 1. TOP OF OPENING 87' 2. TOP OF OPENING i 4-J do CA alt..o�aJ V I.r .f. %-IA c: Vt it aL 14J.0 lr.,/ V vR a a..s o+ f - -- - -- - --- SIT A.F.F. `g 1 f-oif lol�sll33 1539 MPNROVL4 AVE, STE #1 EW RT BEACH, CA. 92663 749.642.1D46 FAX: 949.642.1029 �r ISIQNS.24.05 F10 THIS SET OF CONSTRUCTION DOCUMENI INCLUDING ALL IDEAS AND DESIGN, A MEANS OF PROFESSIONAL SERVICES THE PROPERTY OF KIEGGO CONSTRUCTI INCORPORATED (KC), AND IS NOT TO USED IN EITHER ENTIRELY OR PARTIAL FOR ANY OTHER PROJECTS WITHOUT T WRITTEN AUTHORIZATION OF KC. T REPRODUCTION OR MODIFICATION THIS DOCUMENT WITHOUT THE PRI WRITTEN CONSENT OF KC IS PROHIBITED THIS DOCUMENTATION INCLUDES N WORK AND DOES NOT NECESSARI INCLUDE AS -BUILT OR EXISTI CONDITIONS. KIEGGO CONSTRUCTI INCORPORATED IS NOT WARRANT, IN A WAY, THE ACCURACY OF T INFORMATION, AND SHALL NOT RESPONSIBLE FOR ANY DISCREPANBETWEEN THIS DOCUMENT AND EXISTI CONDITIONS. f TITLE El AT(ONS DATE 08.05.05 TIST ah, DT, W SCALE�1/4►► r 1f_off JOB NO. SA-2 1 2 1 HEL', T sD A3o2 J 11 I� SCALE: 114" = 1'-0" O mi 1539 MONROVIA AVE, STE #1 , NEWPORT BEACH, CA. 92663X; PH: 949.642.1046 FA949.642.1029 REVISIONS 10.24.05 THIS SET OF CONSTRUCTION DOCUMENTS, INCLUDING ALL IDEAS AND DESIGN, ARE MEANS OF PROFESSIONAL SERVICES AS THE PROPERTY OF KIEGGO CONSTRUCTION INCORPORATED (KC), AND IS NOT TO BE USED IN EITHER ENTIRELY OR PARTIALLY FOR ANY OTHER PROJECTS WITHOUT THE WRITTEN AUTHORIZATION OF KC. THE REPRODUCTION OR MODIFICATION OF THIS DOCUMENT WITHOUT THE PRIOR WRITTEN CONSENT OF KC IS PROHIBITED. THIS DOCUMENTATION INCLUDES NEW WORK AND DOES NOT NECESSARILY INCLUDE AS -BUILT OR EXISTING CONDITIONS. KIEGGO CONSTRUCTION INCORPORATED IS NOT WARRANT, IN ANY WAY, THE ACCURACY OF THIS INFORMATION, AND SHALL NOT BE RESPONSIBLE FOR ANY DISCREPANCY BETWEEN THIS DOCUMENT AND EXISTING CONDITIONS. N N N � TITLE ; SECTION DATE �08.05.05 TIST ah, DT, VV SCALE 114'" = 1'-0" JOB NO. SA-2121 --t SKEET FIREPLACE NOTES: All FUEL GAS, LOOSE KEY AND O LIGHTER. SPARK , i r ARRESTOR . r. AR TERMINATION J! Jr♦ . MANUFACTURER' JJr r SPECIFICATIONS. ! i PREFAB METJFIREPLACEi # It ff a I if" r J J I r r- J J. i a a 101 ♦ r � • 1. i r:, J. � : f f � R + jr J � J r J % s� � ♦ r j J r t ► ! J J � , J 'r J 1 ♦ 1 r Jr r J l � � I�� r J l• � tf . GENERAL NOTES: -USABLE A-REA UNDER THE STAIRWAY SHALL BE PROTECTED ON THE ENCLOSED SIDE AS REQUIRED FOR ON -HOUR FIRE -RESISTIVE CONSTRUCTION.• TYPE -STAIRS r FRAMING J 3-STRINGERS ► !1411J -36" CLEAR ii STAIRS ! • LANDING it C 0 IiIAII % /1 40 �11� Ali its ' l�J / C Minimum Requirements Baluster spacing (clear) 4" max. = .r Clearance above nosing 6'6" min Landing length & width equal to s 1 Landing railing 36 to 42 " above I Nosing 1 1/8". Rise 8" maximum. t2i Stair railing 34 to 34 " above nos O {1 Tread 9" min. HANDRAIL ' r ( o , Width of stairs 36" min. 2 X 2 BALUSTERS /TURNED OR FLUTED /, [ X. ,- ;%' POST ARE TO REACH r ,--4" MAXIMUM i �t 1 X SHOE RAIL FORDOWN TO v ( BALUSTERS I ( (MIN.9 STAIRS f NOSING OF { I I l RASE a 11 if width at stairways II (i SECTION N.T.S. Provide Min. 36" 35l8 -STEEL STUD HANDRAIL DETAIL 511�i �1 1/8" PART. BD. BULLNOSE TREADS GLUED & SCREWED 1/2" PLYWOOD RISERS 2 X 12 STRINGERS 5/8" TYPE "X" GYPSUM BD. TYP. UNDER STAIRS jg BORN llilili, III! 1� Gwi LANDING 6 WAU. 0 �E�L SrrA'IR 1 _S_________ '1539 MONROVIA AVE, STE #1 NEWPORT BEACH, CA. 92663 PH: 949.642.1046 FAX: 949.642.1029 REVISIONS 10.24.05 IS SET OF CONSTRUCTION DOCUMENTS, LUDING ALL IDEAS AND DESIGN, ARE ANS OF PROFESSIONAL SERVICES AS E PROPERTY OF KIEGGO CONSTRUCTION INCORPORATED (KC), AND IS NOT TO BE ED IN EITHER ENTIRELY OR PARTIALLY R ANY OTHER PROJECTS WITHOUT THE ITTEN AUTHORIZATION OF KC. THE PRODUCTION OR MODIFICATION OF [CONDITIONS. IS DOCUMENT WITHOUT THE PRIOR ITTEN CONSENT OF KC IS PROHIBITED, IS DOCUMENTATION INCLUDES NEW RK AND DOES NOT NECESSARILY CLUDE AS -BUILT OR EXISTItIrG KIEGGO CONSTRUCTION INCORPORATED IS NOT WARRANT, IN ANY WAY, THE ACCURACY OF THIS INFORMATION, AND SHALL NOT BE RESPONSIBLE FOR ANY DISCREPANCY BETWEEN THIS DOCUMENT AND EXISTING CONDITIONS. TITLE I STAIRS DATE 08.05.05 TIST uh, DT, VV SCALE 1/2" = 1'-0" JOB NO. SA-Z1,21 SHEET A 0 l SLIDING POCKET DOORS TRASH ROLL OUT -z' w SCALE: 1/2 5 CORNER .A. SINK UNDER COUNTER WNE REFRIGERATOR =�— � � � � � � � I] j � i 4 it I ij IIj i it It_1; J --- 51133 1539 MONROVIA AVE, STE #1 NEWPORT BEACH, CA. 92663 PK 949.642.1046 FAX 949.642.1029 REVISIONS 10.24.05 THIS SET OF CONSTRUCTION DOCUMENTS, INCLUDING ALL IDEAS AND DESIGN, ARfi MEANS OF PROFESSIONAL SERVICES AS THE PROPERTY OF KIEGGO CONSTRUCTION INCORPORATED (KC), AND IS NOT TO BE USED IN EITHER ENTIRELY OR PARTIALLY FOR ANY OTHER PROJECTS WITHOUT THE WRITTEN AUTHORIZATION OF KC. THE REPRODUCTION OR MODIFICATION OF THIS DOCUMENT WITHOUT THE PRIOR WRITTEN CONSENT OF KC IS PROHIBITED. THIS DOCUMENTATION INCLUDES NEW WORK AND DOES NOT NECESSARILY INCLUDE AS -BUILT OR EXISTING CONDITIONS. KIEGGO CONSTRUCTION INCORPORATED IS NOT WARRANT, IN ANY WAY, THE ACCURACY OF THIS INFORMATION, AND SHALL NOT BE RESPONSIBLE FOR ANY DISCREPANCY BETWEEN THIS DOCUMENT AND EXISTING CONDITIONS. N TITLE KITCHEN DATE 08.05.05 TIST ah, DT, VVV SCALE 1 /211 + 11_011 JOB NO. SA-2121 SHEET MECHANICAL NOTES: 11 Ii I1 II !1 (i !I !I I; II II li 11 I! !I li E PORTE COCHERE 285 sq ft fI I1 2 i 1 II �4"f1 !{ II it II i !I 4 � C f!� � � 4 I t OJE HOUR FIRE RESISTIVE CNSTR UCTIDN WALLS. GYP. TYPE 'X) 7 -- FAU ENTRY ---''� 45 sq ft,. SEE MECH. NOTE 4 CLOSET 17 sq ft LUMBING a �NUMBER E01 E02 TY�IFLOOR 1 3 ,> it I 1 DIMENSIONS X415/16X2215116X31 " g 22X28X2�1%4 " _ ELECTRICAL WIDTH 22 15/16L' 1�' SCHEDULE. DEPTH,( ' ATTACHEIi TO DESCRIPTION 1215116 " 31 " i CEILING MOUNT INDUSTRIAL PENDANT -LIGHTING WHITEE 38 " r 1 114 " CEILING MOUNT E) AUSTJLIGHT HEAT I.AMPPj _ I E03 E05 4 3 8. 1 1 1 �16X26X41g 131/2X4X1 3 88 "' 15 V16X25 5/16n 2/9 " 13 2/2_"�! 25 5/16 " _ 16 ' . 4 1 sl8'' ROUNDED CABINET LIGHT______—_ 155116" 3m01/2 " ! CEILING MOUNTSMALL CONE 16 "' 4.1/4 " AILING MOUNT DOME LIGHT - LIGHTING GREY _ E06 E07 -�_ 4 1 1 1 Z X7 M8X6 "----- - 22 7/16X22 13/16X38 " 20 ' 22 7L26 '" _ _I �IIALF 7 718"_ j 6 „ _..__ WALL MOUNT I SCONCE TRIPLE- LIGHTING GREY 22 13116 " 38 " _CEILING MOUNT i BOWL CHANDELIER 08 - ^ 3 _ 1 271/16X271116X201/2 " 271116 " .27 1116 " �0112 "� EILING MOUNT ; CEILING FAN-`y_ E09 1 E`10 29 _ 10 1 1__ 3X3/4X5 ;' 3XX�4X5 " 3 "3 3 ��5 4 " .--- 5 " _� WALL MOUNT SINGLE POLE__� 314 " S " -i WALL MOUNT E21 E12 74 2 1 I 1 1 3X5/I6X5 " _- 3XJ16X5 "' _-___ 7 3/16X7�16X3116 " 3 " 3 " � 7 5 16 " ?6 " 5-"WALL MOUNT _.� DUPLEX -- - _5L 6 „ 5 °-- —, WALL MC?UNT GFCI 7 "" 3 16 " CEILINGMOUNT RECESSED LIGHTE14 E13 1�1111— _ _ _ ' 5110 9' "CEILING MOUNT E15 _ i1�X6X2. 96X9X3'" 212------�8 — ,FLOR( L J 2 1/2 __CEILING MOUNTSMOKE DETECTOR F- T- NUMBER TY FLOOR ------FIXTURE SCHEDULE ZIIMSNSINS . � TH � DEPTH m — HE_dGHTDESCRIPTION zw A01 _ A02 1 1 1 1 10 1%2X18 3116X18 5116 " 20_1/2X9 5/8X58 3L8 " 701/2"' 118 3116 " 101/2 " 9958 '_ 18 5116 " I BAR SINK j10112W) - 58�8 SHOWER TOWER - A03 A04 _2� 1 1 _ 1 12X208X8 " 14X13 15/16X2 15/16 '" 12 " ! 1R8 "_ 14 " 13 15116 " 8 " GARAG, E DCIOR OPENER --- 2 15116 " 114" R©UND A05 v 1 _ 1e 15X22 3 4X341/2 " _ 15 " - 122 3%4 " 34 1/2 "� ICE MAKERIPULL OUT j15L! 1 A06 3 1 ?7 X5116Xl8X4 2 ° 17 15 16 " 118�_-___. 4H2 " BOUND 18"_ A07 1 a 28X28X1 3 8 " " 28 " 2 "—� 2 3 8 " " DISHWASHER A08 _ _-1 u 1 23 ,4X23X31 23 3/4 23�. _31 -----_( DRAWER___—� A09 A11 _ 1 1 1 1 _m 2 23X22X17 I/ " 24X23X30 1 2 " __ 26X27X42 „ 23 '" 22 _.�171/2 24 " 23,' 26 _„ SINK [231 301/2 " 1 DISHWASHER fCONTROL_ PAIVEL 42 " (WASHERS 74VYBS). Al2 -� 1 1 271/2X28 12X43 �2 "� 272 " _28:IT43112 "' DRYER GLASS 1700R) A13 1 1 29X2OXl 318 "----�-- 29 " " 1 318 "i GAS COOKTOP j28 A14 �- -- A15 ? I 1 Y 2 30X26 1 8X3C1 " 30X34X26 3 4 " -__-- -A _ 30 " _ - 26-M ° __ 3Q " 34 " 30 " _- TOILET _-�_----- _ �4 " ADA TOILET A16 ! I 1 31X34X26 314 " _26 31 " 3-4 ' 26 31 " i ADA TOILET A17 J �- 1 1 _ 41X21X20 5 8 " _---j' ._� 41 " 21 " ._— "�24 ------._. 20 518 " TRIPLE SINK f4l.itj __- --- A18 A19 1 1 1 1 48X24 716X84 " _ 54 13j16X54 13116X97 ' 48 7[1_6_" 54 13116 " 541.3 16 " 84 "_PANEL FRONT 197 MASONRY FIREPLACE A20 A21 _ __-.-_----- �? 1 _� 1 89X48X5 "" -- J -- 63I35X5 '-- 89 - _ _ t48 " ._� 63 " 35 " _-15 { 5 " ! SHOWER PAN 89 ° .. �- SHOWER PAN j63) ELECTRICAL LEGEND SYMBOL DESCRIPTION METERSOCKET PANELBOX CEILING FAN WI LIGHT FLUORESCENT LIGHT FIXTURE i 10V CEILING LIGHT FIXTURE O 110V RECESSED LIGHT FIXTURE VV 1 i OV EAVE LIGHT FIXTURE qo Op0 I10V CHANDELIER LIGHT FIXTURE 110V WALL LIGHT FIXTURE jol+ SINGLE POLE SWITCH .6w THREEWAYSWITCH 'ER'4 FOUR WAY SWITCH 8 DIMMER SWITCH " OUTDOOR SWITCH ' I IOV DUPLEX RECEPTACLE 1 i GV DUPLEX RECEPTACLE GROUND FAULT INTERRUPTED M 110V DUPLEX RECEPTACLE W1 WEATHERPROOF COVER ® 110VFLOOR MOUNTED DUPLEX RECEPTACLE 240V RECEPTACLE Q TELEPHONE JACKS -0 TELEVISIONJACKS -0 DOOR BELL PUSH BUTTON 0 THERMOSTAT E) SMOKE DETECTOR ® EXHAUSTFAN I El DOOR CHIME 0 FIRE ALARM PANEL O- COMPUTER POINT WALL MOUNTED RHO( i1RNAIR GRILL UNbER FAU (INSIDE ENTRY BATH -�''"'--320 S LAUNDRY _ _ ,__. - qft ''--.-..., _ _ .�...--- ' o 34 sq ft — - -, , �i WATER WALL FEATURE �.. BATH I r �I I BEDROOM i 197 sq ft m 6" PLUMBING WALL -- SD m Return Air Grill 0 it O ,I ,.BATH 145 sq ft o IE i BATH 41sgft / .0 d CLOSET 89 sq ft 1:1 oti�r •- WALL MOUNTED RETURNAIR GRILL UNDER FAU (INSIDI 18" PLATFORM) `, FBI j j I I BEDROOM 286 sq ft I " I 1 SD ' LIVING AREA 4186 sq ft NOTCHING OF EXTERIOR AND BEARING / 1. A MECHANICAL EXHAUST VENTILATION, FIVE AIR CHANGES PER HOUR NONBEARING WALLS SHALL NOT EXCEED 2596/40% IS PROVIDED IN ALL BATH AND SHOWERS ON THE FIRST AND SECOND RESPECTIVELY. BORED HOLES IN BEARING/ FLOOR. NONBEARING WALLS SHALL NOT EXCEED 40% / 60% 2. TWO AIR CHANGES PER HOUR IS PROVIDED FOR THE 2ND FLOOR GUEST RESPECTIVELY. IN NO CASE SHALL THE EDGE OF THE BEDROOM AND HALLWAY ON THE SECOND FLOOR. BORED HOLE BE NEARER THAN 5/8" TO THE EDGE OF 3. POWDER ROOM IS VENTILATED WITH AN APPROVED MECHANICAL THE STUF. (2320.11.9 AND 2320.11.10 RECIRCULATING FAN OR SIMILAR DEVICE DESIGNED TO REMOVE ODOR T t I f I LIVING ! 463 sq ft (EXHAUST FAN IN THIS CASE) (SEC .1203.3) 4. DRYER EXHUAST MUST BE DIRECTED TO THE EXTERIOR WITH A MIN. 4" DIA. @a MAX. 14' AND NO MORE THAN 2- ELBOWS. IF MORE THAN 2 ELBOWS ARE USED, THEN 2 FT. DEDUCTION MUST APPLY PER EVERY EXTRA ELBOW TO THE TOTAL EXHUAST VENT. SPAN. ELECTRICAL NOTES: 1. ALL (N) BEDROOMS REQUIRE ARC -FAULT CIRCUIT INTERRUPTER(S) (PER ARTICLE 210-12 OF THE 2001 CBC) 2. GROUND -FAULT CIRCUIT -INTERRUPTER PROTECTION (GFCI) IS PROVIDED FOR ALL 125-VOLT, SINGLE-PHASE 15-AND 20-AMPERE RECEPTACLES INSTALLED IN THE BATHROOMS, KITCHEN (AT COUNTERTOPS); GARAGES (EXCEPT DEDICATED OUTLETS) AND OUTDOORS WITHIN 6'-6" OF GRADE. (PER 210-8 (a) NEC) 3. A DEDICATED 20 AMP CIRCUIT IS PROVIDED TO SERVE THE REQUIERED BATHROOM RECEPTACLE OUTLETS. (THE 20 AMP CIRCUIT MAY SUPPLY THE ENTIRE BATHROOM FOR THAT BATHROOM ONLY, PER 210-52-(d) NEC) 4. T-24 LIGHTING REQUIREMENT PROVIDED FOR THE BATHROOMS AND KITCHEN- 40 L UMENS/WAITS 5. ALL LIGHTING IS PER NEC AND CALIFORNIA ENERGY CODE AND ARE SUBJECT TO FIELD INSPECTIONAND APPROVAL BY THE FIELD INSPECTOR. 6. CAULKING UNDER PLATED, AROUND OUTLET BOXES AND END OF WALLS TO BE PROVIDED =1 PLUMBING NOTES. 1. (N) SHOWER AREA WALLS ARE TRAVERTINE FINISII. THIS .MATERIAL IS NON -ABSORBENT TO A HEIGHT NOT LESS THAN 70" ABOVE THE DRAIN INLET. WALL COVERINGS SHALL BE CEMENT PLASTER, TILE OR APPROVED EQUAL TO 70 IN. ABOVE DRAIN AT SHOWERS OR TUB WITH SHOWERS. MATERIALS OTHER THAN STRUCTURAL ELEMENTS SHALL BE MOISTURE 1 I RESISTANT. GLASS ENCLOSURE DOORS AND PANELS MUST BE CATEGORY IL SWING DOOR OUTWARD. NET AREA OF SHOWER RECEPTOR SHALL BE NOT LESS THAN 1,024 SQ. IN. OF FLOOR AREA AND ENCOMPASS 30 IN. DIAMETER CIRCLE. 2. (N) WATER CLOSETS ARE ULTRA FLUSH TYPE WITH 1.6 GALLONS MAX. PER FLUSH (PER 402.3 UPC) 3. CONTROL VALVE FOR SHOWER/TUB IS OF THE PRESSURE BALANCE OR THERMOSTATIC MIXING VALVE TYPE (PER 420.0 UPC) 4. ONE -HOUR FIRE PROTECTION MUST BE CONTINUOUS BEHIND TUBS AND SHOWERS I -- 1 5. SHOWERS ARE PROVIDED SAFETY GLASS TO COMPLY WITH SEC. 2406.4 ITEM 5 AS SHATTERPROOF. SHOWER SPECS: GUEST SHOWER 2-7" X 4'-6" AND MASTER SHOWER @ 4'-2" X 5'41Cc Cc ` _ h! COURT 335 sq ft i j ��` �LIDING POCKET DOORS 1CSt � i I HALL l CLOSET �� 1 - - - 8" PLUMBING WALL WITH i STAGGERED STUDS DINING ,,,197 sq ft BATH , 45 sq ft Tr Ij NOOKf ` ,t PLAND t ELEeCTRICCTRIC AL OUT 31 sq ft THE FLOOR FL - ( CO cd PANTRY F---- -� 44 sq ft — --- t--- FLORESCENCE RECESS CAN LILTING TO MEET TITLE 24 CODE AA- DOWNDRAFT COOKTOP VENTING SYSTEM ORESCENT UNDER3 ! UNTER LIGHTING I J ! CORNER BAR SINK , KOHLER BUILT IN i / - UNDER COUNTER WINE REFRIGERATOR ,f -T' /6', PLUMBING WALL 1539 MONROVIA AVE, STE #1 NEWPORT BEACH, CA. 92663 PH: 949.642.1046 FAX: 949.642.1029 .REVI IS.IONS 10.24.05 THIS SET OF CONSTRUCTION DOCUMENTS, INCLUDING ALL IDEAS AND DESIGN, ARE MEANS OF PROFESSIONAL SERVICES AS THE PROPERTY OF KIEGGO CONSTRUC7ION INCORPORATED (KC), AND IS NOT TO BE USED IN EITHER ENTIRELY OR PARTIALLY FOR ANY OTHER PROJECTS WITHOUT THE WRITTEN AUTHORIZATION OF KC. 77IE REPRODUCTION OR MODIFICATION OF THIS DOCUMENT WITHOUT THE PRIOR WRITTEN CONSENT OF KC IS PROHIBITED. THIS DOCUMENTATION INCLUDES NEW WORK AND DOES NOT NECESSARILY INCLUDE AS -BUILT OR EXISTING CONDITIONS. KIEGGO CONSTRUCTION INCORPORATED IS NOT WARRANT, IN ANY WAY, THE ACCURACY OF THIS INFORMATIOA; AND SHALL NOT BE RESPONSIBLE FOR ANY DISCREPANCY' BETWEEN THIS DOCUMENT AND EXISTING CONDITIONS. TITLE ELECTRICAL DATE 08.05.05 RTIST ah, DT, VV SCALE � -`4— 11411 = 1'-0„ JOB NO. SA-2121 SKEET A54o 1 : 1/4" = 1' GARAGE ATTICI STORAGE ` 237 sq ft 3 , Jr( /T I MASTER BDRM 1 1 Lzl i 1 CLOSET 176 sq ft li li ii a E ( STAIRS I . , HALL "77 SD / v. �- - LAUNDRY ; I LAUNDRY S-THROUGH MASTER BATH ; 74 sqfe �e / r e° PLUMBING WALL MASTER BATH 22 sqft t OPENING WIDAM 1 -WALK IN SHOWER i 3Sgft TEMP. G*ASS a,Kf TEMP. CLASS sq ft 1 s �r HALL. 211 sq f t so / �Ri � / I —'" CLO_S_E_T_ PLUMBING STAGGE STUD WAD BEDROOM �I BA ft t Ij �i i o o t I i Tx'n9P /3T ACC i TEzvi GTv�.ASS�__-�'.� CLOSET s 36t 8" DOUBLE PLUMBING STAGGERED STUD WALL BEDROOM 191 sq ft A TEMP. GLASS 1*3 TEMP. GLASS GLASS MECHANICAL NOTES: 1. A MECHANICAL EXHAUST VENTILATION, FIVE AIR CHANGES • HOUR IS PROVIDED INALL BATHAND SHOWERS ON THEFIRSTAND SECOND FLOOR. 2. TWO AIR CHANGES PER f PROVIDED FOR THE 2ND FLOOR BEDROOMGUEST i HALLWAY ON f i FLOOR. 3. POWDER ROOM IS VENTILATED WITH AN APBROVED MECHANICAL r RECIRCULATING , OR SIMILAR DEVICE DESIGNED TO REMOVE ODOR (EXHAUSTFANIN THIS CASE) (SECT.1203.3) 4. DIRECT +lYo UNIT FA US TO BE USED THROUGH OUT f (INCLUDES No COMBUSTION AIR- THEREFORE NO AIR INTAKE, OPENINGS,AND VENT. IS NECESSARY) BEDROOMS REQUIRE ! (PER ARTICLE ! OF !! 2. GROUND -FAULT CIRCUIT-INT..r r PROTECTION PROVIDED FOR ALL 125-VOLT, SINGLE-PHASE 15-AND 20-AMPERE RECEPTACLES INSTALLED IN THE BATHROOMS, A COUNTERTOPS), GARAGES (EXCEPT DEDICATED OUTLETS) AND OUTDO6GRADE. (PER ! i l 3. `DEDICATED 20 AMP CIRCUIT IS PROVIDED f SERVE THE REQUIERED BATHROOM RECEPTACLE OUTLETS. (THE 20 AMP CIRCUIT MAY SUPPLY THE ENTIRE BATHROOM FOR THAT BATHROOM ONLY, PER ! ! 4. T-24 LIGHTING REQUIREMENT PROVIDED FOR THE BATHROOMS AND �! / 5. /LL LIGHTING IS PER NEC ANDCALIFORNIA ENERGYi AND ARE SUBJECT TO FIELD INSPECTION AND APPROVAL BY i INSPECTOR. 6. CAULKING UNDER PLATED, AROUND OUTLET BOXES AND END OF WALLS TO BE PROVIDED 1. (N) SHOWER AREA WALLS ARE TRAVERTINE FINISH. THIS MATERIAL IS NON -ABSORBENT TO A HEIGHT NOT LESS THAN 70" ABOVE THE DRAIN INLET. 2. (N) WATER CLOSETS ARE ULTRA FLUSH TYPE WITH 1.6 GALLONS MAX. PER FLUSH (PER 402.3 UPC) 3. CONTROL VALVE FOR SHOWER/TUB IS OF THE PRESSURE BALANCE OR THERMOSTATIC MIXING VALVE TYPE (PER 420.0 UPC) 4. ONE -HOUR FIRE PROTECTION MUST BE CONTINUOUS BEHIND TUBS AND SHOWERS 5. SHOWERS ARE PROVIDED SAFETY GLASS TO COMPLY WITH SEC. 2406.4 ITEM 5 AS SHATTERPROOF. SHOWER SPECS: GUEST SHOWER @ 2-7" X 4'- 6" AND MASTER SHOWER @a 4'-2" X 5'-11" V_7 TEMP. GLASS TEMP. GLASS TEMP. GLASS TEMP. GLASS M, 0 � GLASS RAILING FIRMLY SUPPORTED ONALL FOUR EDGES. ` GLASS IN THIS CASE IS A C7 DECf f0rrflPE EI E NT AND R ir'1SUAL PUPOSES a N - f STURCTURAL OR LOAD NG) W / TEMPERED GLASS. F+ / (TYP.) OPEN BELOW 489 sq ft `r a OFFICE 323 sq ft A\ -� -- ---- % a l LOS ET -"A GLASS TEMP. GLASS TEMP. GLASS TEMP. GLASS i!i l Ij STAIRS �; 6t ft j TEMP. GLASS 0 1539 MONROVIA AVE, STE #1 NEWPORT BEACH, CA. 92663 PH: 949.642.1046 FAX: 949.642.1029 .REVISIONS 10.24.05 �1 THIS SET OF CONSTRUCTION DOCUMENTS, INCLUDING ALL IDEAS AND DESIGN, ARE MEANS OF PROFESSIONAL SERVICES AS THE PROPERTY OFKIEGGO CONSTRUCTION INCORPORATED (KC), AND IS NOT TO BE USED IN EITHER ENTIRELY OR PARTIALLY FOR ANY OTHER PROJECTS WITHOUT THE WRITTEN AUTHORIZATION OF KC. THE REPRODUCTION OR MODIFICATION OF THIS DOCUMENT WITHOUT THE PRIOR WRITTEN CONSENT OF KG IS PROHIBITED - THIS DOCUMENTATION INCLUDES NEW WORK AND DOES NOT NECESSARILY INCLUDE AS -BUILT OR EXISTING CONDITIONS. KIEGGO CONSTRUCTION INCORPORATED IS NOT WARRANT, IN ANY WAY, THE ACCURACY OF THIS INFORMATION, AND SHALL NOT BE RESPONSIBLE FOR ANY DISCREPANCY BETWEEN THIS DOCUMENT AND EXISTING CONDITIONS. J TITLE ELECTRICAL DATE 08.05.05 RTIST a h, DTI VV SCALE j JOB NO. SA-2121 I SHEET A50 SCALE: 114" = 1' 1539 MOLAR©VIA AVE, STE #1 NEWPORT BEACH, CA. 92663 PH: 949.642.1046 FAX 949.642.1029 71.IONS 1� 05 [JRE THIS SET OF CONSTRUCTION DOCUMENTS, INCLUDING ALL IDEAS AND DESIGN, ARE MEANS OF PROFESSIONAL SERVICES AS THE PROPERTY OF KIEGGO CONSTRUCTION INCORPORATED (KC), AND IS NOT TO BE USED IN EITHER ENTIRELY OR PARTIALLY FOR ANY OTHER PROJECTS WITHOUT THE T l BITTEN AUTHORIZATION OF KC. THE REPRODUCTION OR MODIFICATION OF THIS DOCUMENT WITHOUT THE PRIOR WRITTEN CONSENT OF KC IS PROHIBITED. THIS DOCUMENTATION INCLUDES NEW WORK AND DOES NOT NECESSARILY INCLUDE AS -BUILT OR EXISTING CONDITIONS. KIEGGO CONSTRUCTION INCORPORATED IS NOT WARRANT IN ANY WAY, THE ACCURACY OF THIS INFORMATION, AND SHALL NOT BE RESPONSIBLE FOR ANY DISCREPANCY BETWEEN THIS DOCUMENT AND EXISTING CONDITIONS. H �1 TITLE TITLE 24 i DATE 108.05.05 TIST ah, DT, W SCALE JOB NO. SA-2121 HEETFT2 4 e-- Revislons lx-llraowm�sm. 6 a ly I�— 4 } q U O z U d � d LLIHT Date: a-1-2CGa SCa ie: 1t4" a 1'-Oil Format. AutoCAD 2004 Sheet 0 2 Q O ILQ U 11 • III 11 I 1111,111, i I I 11 , , I I I IRSVIS - ... 1, ALL REINFORCING SHALL BE ASTM A-615-40 (GRADE 40) FOR #4 BARS AND SMALLER. ALL 1 REINFORCING SHALL BE ASTM A-615-60 (GRADE 60) FOR #5 BARS AND LARGER, 2. ALL BARS SHALL BE DEFORMED AS PER ASTM A-305. L I I 1 3. ALL BARS SHALL BE CLEAN OF LOOSE FLAKY RUST, GREASE OR OTHER MATERIALS LIKELY TO IMPAIR BOND. 1 4. ALL SENDS SHALL BE MADE COLD. SEE TYPICAL DETAILS THIS SHEET I I , . I 5. SPLICING OF BARS SHALL HAVE LAPPING OF 30 DIA. OR 2'-0' MIN. IN ALL CONTINUOUS I. CONTRACTOR SHALL VERIFY FOUNDATION DIMENSIONS WITH FLOOR PLAN DIMENSIONS AND REINFORCEMENT OF FOOTINGS AND CONCRETE WALLS, EXCEPT AS NOTED ON PLANS. I REPORT ANY DISCREPANCIES TO THE ARCHITECT PRIOR TO START OF CONSTRUCTION. MASONRY REINFORCEMENT SHALL HAVE LAPPING OF 40 DIA. OR 2'-0". WHICHEVER IS THIS NAILING IS TYPICAL UNLESS OTHERWISE NOTED OR DETAILED. ALL NAILS 2. CONTRACTOR SHALL COORDINATE WITH OTHER TRADES ALL REQUIREMENTS FOR THEIR GREATER. 01 SHALL BE COMMON, U.N.O. TABLE: 23-10-1 1. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED TO SUPPORT SELF WEIGHT PLUS LIVE LOAD AND SUPERIMPOSED DEAD LOADS. BRIDGING SIZE AND SPACING BY TRUSS MATERIALS TO BE. NSTALIED UNDER/IN SLAB AND NEW FOOTINGS. 6. ALL REINFORCING BARS SHALL BE ACCURATELY AND SECURELY PLACED BEFORE POURING I- JOIST OR RAFTERS TO SIDE OF STUDS S' DEPTH OF LESS I- ALL STRUCTURAL LUMBER SHALL BE GRADED IN ACCORDANCE WITH THE STANDARD GRADING MANUFACTURER UNLESS NOTED OTHERWISE, - 3. VERIFY LOCATIONS OF ALL HOLODOWNS WITH FRAMING CONTRACTOR PRIOR TO INSTALLATION. * CONCRETE. fy I FOR EACH ADDITIONAL 4' RULES N0,16 FOR WEST COAST LUMBER AND USC STANDARD NO. 23-1. CONCRETE COVER AT REINFORCING SHALL BE AS FOLLOWS. POURED AGAINST EARTH 3" I 2. IN DEPTH JOIST OR RAFTERS AT ALL SEARING 3-16d 1-16d 2. ALL WOOD BEARING ON CONCRETE OR MASONRY SHALL BE PRESSURE TREATED DOUGLAS 2. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS, ERECTION DRAWINGS AND DESIGN CALULATIONS. - DATo ! CLEAR EXP 0 EARTH BUT POURED AGAINST FORMS- t CLEAR 7. CONCRETE PROTECTION FOR REINFORCEMENT SHALL BE AT LEAST EQUAL TO THE DIAMETER OF THE BARS, COVER SHALL BE AS FOLLOW. w TOE NAILS EACH SIDE � FIR OR REDWOOD. SHOP DRAWINGS SHALL SHOW ANY SPECIAL DETAILS REQUIRED AT BEARING POINTS. ALL CONNECTORS SHALL HAVE CURRENT I.C.S.O. APPROVAL. C) SLABS ON GRADE - AT CENTER D� MAIN BARS IN BEAMS AND COLUMNS - 1-1/2' CLEAR A. POURED AGAINST EARTH 3" JL.__._ 3.- STUDS TO BEARING TOE NAILS EACH SIDE 3-8d 3. HOLES FOR BOLTS SHALL BE BORED WITH A SIT 1/32* TO 1/16* LARGER THAN THE NOMINAL SOLT DIAMETER, 3. TRUSS MANUFACTURER SHALL SUBMIT CALCULATIONS & SHOP DRAWINGS TO ENGINEER . E BARS PARALLEL TO COLD JOINTS - 2" CLEAR * INSTALL ALL SIMPSON(OR APPROVED EQUAL) FOUNDATION HARDWARE PER MANUFACTURERS RECOMMENDATIONS. DEEPEN FOOTING WHERE NECESSARY TO PROVIDE ANCHOR S. POURED AGAINST FORM BELOW GRADE � 2.. 6 AND LARGER . 2" $5 V_ lk-.- 4. BLOCKING BETWEEN JOISTS OR RAFTERS 2-8d AND BUILDING DEPARTMENT FOR APPROVAL PRIOR TO FABRICATION. EMBEDMENT AT HOLDOWN LOCATIONS. AND SMALLER 1 1/2" I- . TO JOISTS OR RAFTERS - " TOE NAILS EA- SIDIE; EA. END 4. ALL BOLTS SHALL BE RE -TIGHTENED PRIOR TO APPLICATION OF PLYWOOD, PLASTER, ETC, 4. CONTRACTOR MAY SUBSTITUTE EQUIVALENT ALTERNATE PREFABRICATED TRUSS MEMBERS 4. ANCHOR BOLTS, HOEDOWN BOLTS, DOWELS, INSERTS, ETC. SHALL BE SECURELY TIED IN C. FORMED SLABS I:: D. SLABS ON GRADE (FROM TOP OF SLAB) I 0 . TO JOISTS OR RAFTER BEARINGS- 2-10d 5- STRUCTURAL MEMBERS SHALL NOT BE CUT FOR PIPES, ETC. UNLESS SPECIFICALLY NOTED " OR DETAILED. HAVING CURRENT I.C.S.O. APPROVAL. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF ALL DETAIL CHANGES. SHOP DRAWINGS SHALL INDICATE ALL DETAIL PLACE PRIOR TO POURING CONCRETE, E. COLUMNS AND BEAMS TO MAIN BARS 2" F. WALLS - EXPOSED TO WEATHER , 5. TOE NAILS EA. SIDE BLOCKING BETWEEN STUDS EACH END 3-8d 6. 2X SOLID BLOCKING SHALL BE PLACED BETWEEN JOISTS OR RAFTERS AT ALL SUPPORTS, CHANGES REQUIRED. S. I FOUNDATION PLATE BOLTING. PROVIDE 5/8" Olk e X lLONG ANCHOR BOLTS. EMBEDDED 7* 2" NOT EXPOSED TO WEATHER, #11 AND SMALLER I 1.1 #14 AND #18 1 1/2- fy TOE NAILS EXCEPT WHEN LEDGERED. S. TRUSS MANUFACTURER TO PROVIDE TRUSS HANGERS, BRIDGING. AND ERECTION BRACING. MINIMUM INTO CONCRETE. THERE SHALL BE A MINIMUM OF 2 BOLTS PER PLATE, WITH ONE BOLT LOCATED WITHIN 12" OF END AND SPACED 4-0* O.C. UNLESS NOTED OTHERWISE. S. END NAILS PROGRESSIVE BLOCKING -RAFTER TO BLOCK 2-10d 2-16d 7, CROSS -BRIDGING SHALL BE PROVIDED AT W-O" D.C. MAX. FOR ALL FLOOR JOISTS OVER 10" IN DEPTH AND ALL ROOF JOISTS OVER 10" DEPTH, USE SOLID BLOCKING OR AN I 6. ALL INTERIOR NON -SHEAR WALLS ARE TO BE SECURED WITH SHOT PINS INSTALLED PER WOOD TRUSSES 40-4b, I I %4 AND BLOCK TO CONT. NAILER 7. MULTIPLE STUDS ( STAGGER FOR STUDS 2-16d AN APPROVED TYPE METAL BRIDGING. WHEN SPECIAL INSPECTION IS REQUIRED, THE ARCHITECT OR ENGINEER MANUFACTURERS RECOMMENDATIONS, U.N.O. STRUCTURAL ENGINEERS CALCULATIONS GOVERN IN ALL CAM. REINFORCING STEEL SPECIFICATIONS --- -_ B. ALL STRUCTURAL PLYWOOD GENERAL NOTES S. WIDER THAN 4- ) RIBBON STUDS lad AT 24* D.C. SK41 BE STRUCTURAL It OR C -D GRADE WITH EXTERIOR GLUE UNLESS NOTED OTHERWISE AND CONFORM TO PS-1-95. EACH SHEET SHALL BE to IDENTIFIED BY A REGISTERED STAMP D.F.P.A, OR A.P.A. REFER TO STRUCTURAL SHEETS FOR PLYWOOD ._� I PREPARE AN INSPECTION PROGRAM THAT SHALL BE SUBMITTED TO THE BUILDING OFFICIAL FOR APPROVAL PRIOR TO ISSUANCE 7. PLUMBING AND ELECTRICAL TRENCHES UNDER SLAB SHALL BE EIACKFILLEO WITH SAND AND COMPACTED BY MECHANICAL TAMPING. T z A / GENERAL PLAN NOTES I 1 x RIBBON 2x RIBBON THICKNESS. (NOTE 24) OF THE BUILDING PERMIT, THE INSPECTION PROGRAM SHALL DESIGNATE THE PORTIONS OF THE WORK THAT REQUIRE SPECIAL INSPECTION AND THE 8- VAPOR BARRIER MATERIAL SHALL BE POLYETHYLENE FILM �VISQUEEN OR EQUIVALENT) AND W_ 9. DOUBLE TOP PLATES 2-8d 2-16d S- ALL BOLTS BEARING ON WOOD SHALL HAVE STANDARD CUT WASHERS UNDER HEAD AND NUT NAME OR NAMES OF THE INDIVIDUALS OR FIRMS WHO ARE TO PERFORM SHALL BE PLACED UNDER ALL SLABS ON GRADE WITH 6 MIN. SEALED LAP SPLICES. -V& - ff- (3 LOWER PLATE TO TOP OF STUD UNLESS NOTED OTHERWISE. I THE SPECIAL INSPECTIONS, AND INDICATE THE DUTIES OF THE SPECIAL 9, PROVIDE 1/16* THICK (MINIMUM) METAL CORROSNE-RESISTANT BASE PLATE FOR UNTREATED - I - U UPPER TO LOWER PLATE 2-16d I INSPECTORS. SPECIAL INSPECTOR SHALL BE EMPLOYED BY THE OWNER, WOOD POST IN CONTACT WITH CONCRETE. . r", u - SPUCE ( 4'-G" MIN. ) EA SIDE 10. ALL METAL ANCHORS, FASTENERS AND CONNECTORS ETC. SHALL BE FROM SIMPSON THE ENGINEER OR ARCHITECT OF RECORD, OR AN AGENT OF THE OWNER, � 110. WHERE FRAMING LUMBER IS IN CONTACT WITH, OR LESS THAN 1-1/2- FROM CONCRETE, USE -1 OF BUTT IN TO* P PLATE UPPER TO LOWER lad AT 16O.C. STRONG -TIE (TM). SUBSTITUTIONS MUST BE PRE -APPROVED IN WRITING BY GOETZ & ASSOCIATES. I WORK, WHEN FOUNDATION GRADE REDWOOD OR PRESSURE TREATED DOUGLAS FIR. . I PLATE 8-16d I STRUCTURAL OBSERVATION IS REQUIRED, THE INSPECTION 10, AT INTERSECTIONS CEILING STRIPS 3-16d IT- ALL STRUCTURAL LUMBER SHALL BE DOUGLAS FIR -LARCH, 197. MAX. MOISTURE CONTENT, PROGRAM SHALL E THE INDIVIDUALS OR FIRMS WHO ARE TO PERFORM STRUCTURAL OBSERVATION AND DESCRIBE THE STAGES OF CONSTRUCTION 11. SEE DETAIL 6/0-1 FOR FOOTING PENETRATIONS. ii 0 lX4 PER BEARING (STRONGHOLD TYPE OF THE FOLLOWING GRADES UNLESS NOTED OTHERWISE, SYMBOL FRAMING LEGEND AT WHICH STRUCTURAL OBSERVATION IS TO OCCUR, THE INSPECTION 1 I � 2X3 PER BEARING (STRONGHOLD =E� 3-Sd 2X4 STUDS (UP TO 10') .... � ...... 'STUD GRADE* OR BETTER 2X4 STUDS (OVER 10') ............. "CONSTRUCTION GRADE* INCLUDE SAMPLES OF INSPECTION REPORTS AND PROVIDE 12. SEE DETAIL 7/0-1 FOR TRENCH PARALLEL TO FOOTING (TYPICAL WHERE REQUIRED).. I -1 In ci I-r 'It 11. PLYWOOD NAILING - SEE DETAILS AND/OR SCHEDULE 2-16d 2X PLATES & 1`5x PLATES...... "STANDARD GRADE' OR BETTER INDICATES SPAN AND DIRECTION OF ROOF JOISTS AND RAFTERS TIME LIMITS FOR SUBMISSION OF REPORTS, 1. ALL CONCRETE SHALL CONFORM TO 'THE LATEST EDITION OF THE UNIFORM BUILDING CODF_ I— z 12. BUILT-UP BEAMS 20d AT 32* D.C. AT TOP AND BOTTOM STAGGERED 2X6 STUDS ....................................... N0.2 2X JOIST NO.2 TYPES OF WORK TO BE INSPECTED BY A SPECIAL INSPECTOR, 13. REINFORCING STEEL SHALL RE NEW STOCK DEFORMED BARS CONFORMING TO ASTM A6tS A� r BARS AND SMALLER - GR40 2. CONCRETE SHALL BE DESIGNED AND TESTED AS OUTLINED IN THE SPECS, ki 9 2-20d AT END INDICATES SPAN AND DIRECTION OF CEILING JOISTS a 5 BARS AND LARGER - OR60 13- IX6 LET -IN BRACES, EACH BEARING. PRE -DRILL HOLES FOR NAILS. ALL CONNECTING HARDWARE, JOIST HANGERS, TIE STRAPS ETC SHALL er 2-8d STRINGERSA_ 4XlO AND SMALLER .................... NO.2 A. CONCRETE, EXCEPTION, 14. . . I ELECTRIC WELDED WIRE MESH SHALL CONFORM T00ASTM A GRADE ' wutl�u kiAv or ^0 -185 (EXCEPT AT SLABS ON 3. ALL CEMENT SHALL CONFORM TO ASTM C-150. A�� IlUrmt,got QpAu Atin nivrmAm nr FLOOR ituare I .. SIMPSON *STRONG -TIE* UNLESS NOTED OTHERWISE OR SHOWN. 4XI2 AND LARGER . ..................... NOA 6X AND 8X ....................................... NOA POST AND TIMBERS .................... NOA ROOF PLANKING AND DECKING..COM.DEX. BOARD SHTG. AND STRIPPING-SUTIABLE FOR INTENDED USE. - 1, CONCRETE FOR FOUNDATIONS CONFORMING TO MINIMUM REQUIREMENTS OF TABLE 18-I-C OR FOR GROUP R, DIVISION 3 OR GROUP U, DIVISION I OCCUPANCIES, PROVIDED THE BUILDING OFFICIAL FINDS THAT A SPECIAL HAZARD DOES NOT EXIST, 2. FOR FOUNDATION CONCRETE, OTHER THAN CAST -IN -PLACE DRILLED - 1, I 15. ALL WS SHALL BE FREE OF LOOSE AND FLAKY RUST AND SCALE, GREASE, OR OTHER woms WHICH MIGHT AFFECT OR' IMPAIR BOND. 16. ALL SENDS TO BE MADE COLD. SEE TYPICAL DETAILS ON THIS SHEET FOR PROPER BAR BENDS. A --'--'----A V---%-f--w INDICATES SPAN AND DIRECTION OF DECK JOISTS (SLOPE AS REQUIRED) (2) LETTER CALLOUT FOR THE SIZE AND SPAN OF THE BEAM/RAFTERS . -1997 NOS M= YALM FOR UgLAS Elft-LAMH: SINGLE/REPETITIVE 2X4 #2: Fb- 1315/1510 PSI ; fv-95 PSI E&1.6x10 2X6 2: Fb- 1140/1310 PSI i PILES OR CAISSONS, WHERE THE STRUCTURAL DESIGN IS BASED ON AN f'c NO GREATER THAN 2,500 LBS./SQ, IN, 3, NONSTRUCTURAL SLABS ON GRADE, INCLUDING PRESTRESSED SLABS ON GRATIS WI tFN fiF'FfifTTV;7 Ppr'ZTPP*" IN rnNr0C'Tv1 T4Z I V'c.'T TUAKI . 17. FOUNDATION SECTIONS 12/15/18 INCHES WIDE 6/8/10 INCHES THICK AND 12/18/24 INCHES DEPTH SHALL BE BELOW NATURAL GROUND SURFACEOR CERTIFIED FILL GRADE. <� �__�) HEADERS / BEAMS (REFER TO ENGINEERING CALCULATIONS) -11, - I.., 111- 1. 2X8 2: Fb- 1055/1210 PSI I'll I 2XI0 12: Fb- 965/1105 PSI I I 2XI2 2; Fb- 875/1005 PSI 2XI4 $2: Fb- 790/ 905 PSI I'll 06 #2: Fb- 900 PSI 4X8 #2: Fb- 900 PSI 4XI0 #2, Fb- 900 PSI 4XI2 #I, Fb- 1000 PSI 4XI4 #1: Fb- 1000 PSI 4XI6 #I: Fb- 1000 PSI SXIO #I: Fb- 1350 PSI 11 I 11 NAILING SCHEDULE , - . , [W , , 6XI2 #I: Fb- 1350 PSI 12. ALL NAILING TO BE PER TABLE NUMBER 23-11-8-1 OF THE LATEST UNIFORM BUILDING . 2001 CBC /-t�4010-UBC- 411"I"';1"', CODE, UNLESS NOTED OTHERWISE. 11 - 13. PLYWOOD FLOOR AND ROOF SHEATHING SHALL BE LAID CONTINUOUS OVER TWO OR MORE SPANS WITH FACE GRAIN PERPENDICULAR TO SUPPORT (UNLESS SHOWN OTHERWISE), STAGGER ALL PLYWOOD PANELS A MINIMUM OF 4'-O*. 14. WHENEVER LATERAL BRACING OF WEB MEMBER IN TRUSSES IS REQUIRED, THE LATERAL BRACE MUST END ON AN EXTERIOR BEARING WALL. IS, FRAMING CONTRACTOR SHALL PROVIDE BACKING AS REQUIRED FOR ALL LIGHT FIXTURES, CABINETS, WARDROBES, TOWEL SWS, AND HANDRAILS AS REQUIRED AND REQUESTED BY GENERAL CONTRACTOR. 16. EXTERIOR WOOD POSTS AND COLUMNS SUPPORTED BY A CONCRETE SLAB SHALL BE INSTALLED A MINIMUM OF 6" ABOVE EXPOSED EARTH AND AT LEAST I* ABOVE SLAB ON METAL POST BASES. (EXCEPTION: POSTS OR COLUMNS OF APPROVED WOOD WITH NATURAL RESISTANCE TO DECAY OR TREATED WOOD). POST OR COLUMNS RESTING ON CONCRETE PIERS SURROUNDED BY EXISTING GRADE SHALL BE A MINIMUM OF S* ABOVE ADJACENT I -JOIST TABLE MARK SPACING - SIZE 0- I -JOIST 0 It 0,40, 9.5* TJI / 230 R_ ,-AST 0 16, 01C. S- I -JOIST 0 12' D.C. r I I .9- TJI / 230 u- I -JOIST 0 16* O.C. V- I -JOIST 0 12* O.C. 11.9* TJI / 360 I W­ I X- -JOIST 0 16' D.C. Y_ I -JOIST 0 it O.C. 14! Tit / 360 Z_ I -JOIST 0 to* D.C. - __ , --..,--- -11 __ ­_1 -- ---- I ­ ­ 150 LBS/SQ. IN. . . 4. SITE WORK CONCRETE FULLY SUPPORTED ON EARTH AND CONCRETE WHERE NO SPECIAL HAZARDS EXIST, I TABLE-19-A-4 REQUIREMENTS FOR CONCRETE EXPOSED TO SULFATE SOLUTION CEMENT NU Owwaff WATER-SOLUBLE TYPE AMOMOWWNCEW AGGREGATE Com SULFATE SULFATE (SQ4)IN MAXIMUM WATER fla NORMAL WEMW I EXPOSURE SOIL, PERCENTAGE "ZMOPATIO IW AND UONVEICINT BY WEIGHT M&n AGM"TE COMO=, 00HORM PSI I NEGLIGIBLE 0.00-0.10 - . - - MODERATE 2 - 0,104.20--_ I - -NOT. _15 - os � 41000 SEVERE 1 0.20-2.00 v 1 0.4 4.5W _ !&I OVER 1-01 , . fwmm - - 1, 0.45 4,500 i-- -4 j:� z .�r (j) () . Y I R BOLTS INSTALLED IN CONCRETE, PRIOR TO AND DURING THE PLACEMENT STRESSOF CONCRETE AROUND BOLTS WHEN INCREASES PERMITTED BY FOOTNOTE 5 OF TABLE19 -D OR SECTION 1923 ARE UTILIZED, C. SPECIAL MOMENT -RESISTING CONCRETE FRAMEt FOR MOMENT FRAMES RESISTING DESIGN SEISMIC LOAD IN STRUCTURES WITHIN SEISMIC ZONES 3 AND 4, THE SPECIAL INSPECTOR SHALL PROVIDE REPORTS TO THE PERSON RESPONSIBLE FOR THE STRUCTURAL DESIGN AND SHALL PROVIDE CONTINUOUS INSPECTION OF THE PLACEMENT OF THE REINFORCEMENT AND CONCRETE. A. A LOWER WATER CEMENT MATERIALS RATIO OF HIGHER STRENGTH MAYBE REQUIRED FOR LOW PERMEABILITY OR FOR PROTECTION AGAINST CORROSION OF EMBEDDED ITEMS OR FREEZING AND THAWING (TAME 19-A-2) S. SEA WATER C. POZZOLAN THAT HAS BEEN DETERMINED By TEST SERVICE RECORD TO . IMPROVE SULFATE RESISTANCE WHEN USED IN CONCRETE CONTAINING TYPE 5 CEMENT u z <1 d) A___j - FOUNDATION NOTES ____ - - ____] I I , 5 , NOTES - - e D, REINFORCING STEEL AND PRESTRESSING STEEL TENDONS, 1, DURING ALL STRESSING AND GROUTING OF TENDONS IN PRESTRESSED CONCRETE, ,, 4. FINE AND COARSE AGGREGATE SHALL CONFORM TO ASTM 0-33 FOR STANDARD WEIGHT CONCRETE AND ASTM C-330 FOR LIGHT WEIGHT CONCRETE, 2, DURING PLACING OF REINFORCING STEEL AND PRESTRESSING TENDONS FOR ALL CONCRETE REQUIRED TO HAVE SPECIAL INSPECTION. EXCEPTION, THE SPECIAL INSPECTOR NEED NOT BE PRESENT CONT, DURING PLACING OF REINFORCING STEEL AND PRESTRESSING TENDONS, 5. ALL AGGREGATE SHALL BE COMPARABLE TO "SAN GABRIEL VALLEY* AGGREGATE. THE SHRINKAGE SHALL BE AS PER ASTM C-157 WITH THE AVERAGE DRYING SHRINKAGE AT 11 28-DAYS NOT EXCEEDING 0.04E � 6 ()l t-KUvijjr-v THE SPECIAL INSPECTOR HAS INSPECTED FOR CONFORMANCE 6. DRY PACK SHALL BE COMPOSED OF ONE PART PORTLAND CEMENT TO NOT MORE THAN . 11-- TO THE APPROVED PLANS PRIOR TO THE CLOSING OF FORMS OR THE THREE PARTS SAND. _. 9 aDELIVERY OF . PSL IJAM CONCRETE TO THE JOBSITE. 7. ANCHOR BOLTS, HOLDOUT BOLTS, DOWELS, INSERTS, ETC. SHALL BE SECURELY TIED IN PA INDICATES POST INDICATES PARAABOVE Ei STRUCTURAL WELDINGj PLACE PRIOR TO POURING CONCRETE. t i 1. DURING THE WELDING OF ANY MEMBER OR CONNECTION THAT IS 8. CONCRETE SHALL BE CURED BY KEEPING CONTINUOUSLY WET FOR 10-DAYS OR BY AN 40 DESIGNED TO RESIST LOADS AND FORCES REQUIRED BY THE Hnr' I GRADE PER U.S.C. SECTION 2306.5. ALL ISOLATED INTERIOR AND EXTEF40R WOOD POSTS EXCEPTIONS, . APPROVED CURING COMPOUND. -4 , � 1 . GLUE LAMINATED BEAMS (GLM) ATTACHED DIRECTLY TO CONCRETE SHALL BE SECURED WITH SIMPSON *PS" OR EQUIVALENT. N * APPLY SHEAR PF40R TO FRAMING OF 1.1 WELDING DONE IN AN APPROVED FABRICATOR'S SHOP IN ACCORDANCE 9- REFER TO ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS FOR ui Lu SIMPLE SPAN: 24F-V4 17. PROVIDE 2x4 FLAT HEADERS AT ALL INTERIOR NONSEARING OPENINGS UP TO 36 INCHES (WHERE APPLICABLE) WITH SECTION 1707,7, I MISCELLANEOUS ITEMS TO BE CAST INTO CONCRETE AND FLOOR DEPRESSIONS, PITS, ETC. 0- a CANTILEVER: 24F-V8 IN WIDTH AND 4X4 HEADERS FOR OPENINGS 3 TO 6 FEET IN WIDTH. Ap P SYMBOL INDICATES PLYWOOD WALL SHEATHING INSTALLED FOR EXTERIOR BACKING. L2 THE SPECIAL INSPECTOR NEED NOT BE CONTINUOUSLY PRESENT I I () 0 THEY ARE' CONSIDERED NON STRUCTURAL I DURING WELDING OF THE FOLLOWING ITEMS, PROVIDED THE F_ . 2. LAMINATED VENEER LUMBER 00 la. PROVIDE MINIMUM 1/2" CLEARANCE (VOID SPACE) FROM TOP OF ALL INTERIOR NONSEARING - MATERIALS, QUALIFICATIONS OF WELDING PROCEDURES AND WELDERS to. SEE ARCHITECTURAL DRAWINGS FOR LOCATIONS OF EXPANSION JOINTS, SCORING, ul LAMINATED VENEER LUMBER (I.VL) BEAMS SHALL BE CONSTRUCTED, INSTALLED AND PARTITIONS TO ROOF AND CEILING FRAMING ABOVE. * USE 5/8- PLYWOOD FLOOR SHEATHING AT ALL BATHROOM AREAS NOTCH FJ AS REQUIRED ETC. FOR CONCRETE WALKS AND SLABS. 0 MANUFACTURED PER MANUFACTURER'S SPECIFICATIONS AND hC.S.O. REPORT. THE � ARE VERIFIED PRIOR TO THE START OF WORKS PERIODIC INSPECTIONS IF THE PROPERTIES OF LAMINATED VENEER LUMBER (LVL) MEMBERS SHALL BE: 19. ALL EXTERIOR WALLS ADJACENT TO VAULTED CEILINGS SHALL BE BALLOON FRAMED WITH *** JOISTSRIP STRIPS AS NECESSARY ARE MADE OF WORK IN PROGRESS? AND A VISUAL INSPECTION It. ALL STRUCTURAL CONCRETE F'o - 3,000 PSI 0) OF ALL WELDS IS MADE PRIOR TO COMPLETION OR PRIOR TO SHIPMENT I , ' E - 1.800,000 PSI I CONTINUOUS STUDS TO BOTTOM CHORD OF TRUSS OR RAFTER. ALL SLAB ,�,,,_ F'c - 2.500 PSI Fb - 2.600 PSI . OF SHOP WELDING' I ALL CONTINUOUS FOOTINGS AND PADS ,, Fv - 285 PSI 20, WHEN PLYWOOD SIDING IS USED AS AN EXTERIOR OR INTERIOR WALL COVERING, PROVIDE FRAMING LEGEND 1,2A SINGLE -PASS FILLET WELDS NOT EXCEEDING 5/16' IN SIZE, ALL CONCRETE SHALL REACH MINIMUM COMPRESSIVE STRENGTH 28- DAYS`''I F'c = 2.600 PSI Fe - 500 PSI SOLID BLOCKING AT ANY HORIZONTAL JOINTS BETWEEN SOLE PLATE AND ANY Top PLATE. 1.22 FLOOR AND ROOF DECK WELDING, -.-----./ I "Z* BAR METAL SHALL BE USED AT EXTERIOR HORIZONTAL JOINTS. NOTES I c 1,2,3 WELDED STUDS WHEN USED FOR STRUCTURAL DIAPHRAGM 12. ALL CONCRETE WITH rc GREATER THAN 2.500 PSI SHALL HAVE SPECIAL INSPECTION 3 PARALLAM LUMBER (PSI) OR COMPOSITE SYSTEMS, PER SECTION 1701 OF THE UNIFORM BUILDING CODE UNLESS NOTED OTHERWISE. E - 2,000,000 PSI 21. INSTALL FtRESLOCKS TO ,CUT OFF ALL HORIZONTAL AND VERTICAL DRAFT OPENINGS BETWEEN 1,2.4 WELDED SHEET STEEL FOR COLD -FORMED STEEL FRAMING OTHERWISE. Fb - 2,800 PSI TWO STORIES AND ROOF ATM SPACES, FIREBLOCKS SHALL BE OF t NORMAL THICKNESS. (2001 CBC: SEISMIC ZONE 4) FRAMING MEMBERSMEMBERS SUCH AS . Fv DOUGLAS FIR -LARCH 0 STUDS AND JOISTS, ".. - 285 PSI Aj VERTICAL: . 12.5 WELDING OF STAIRS AND RAILING SYSTEMS, 13. CONCRETE FOR SLAB ON GRADE SHALL HAVE A MAXIMUM OF 4* OF SLUMP PER AM - Fc = 500 PSI. LOCATION OF FIRESLOCKS SHALL INCLUDE: 16* O.0 5 SACKS OF CEMENT CUBIC YARD OF CONCRETE CEMENT ASTM C-1 I to I A. STUD WALLS AT FURRED SOFFITS. CEILING AND FLOOR LEVELS. 2. SPECIAL MOMENT -RESISTING STEEL FRAMESi DURING THE WELDING � TYPE 2. 1 . ,j S. AROUND TOP, BOTTOM, SIDES AND ENDS OF SLIDING POCKET DOORS 1. 3/8' C-D WOOD STRUCTURAL PANEL WITH ad COMMON NAILS AT S' O.C. OF SPECIAL MOMENT -RESISTING STEEL FRAMES, IN ADDITION, NON- , C. BETWEEN STAIR STRINGERS AT TOP AND BOTTOM OF RUN AND BETWEEN STUDS IN A AT EDGES AND It O.0 AT FIELD (TABLE 23-11-1-1 CSC) .....220 PLF DESTRUCTIVE TESTING AS REQUIRED BY SECTION 1703 UBC, �1 � sl�i C_�, 11 () W_ , I - SOLE PLATE NAILING. 160 NAILS 0 V O.C. 3. WELDING OF REINFORCING STEEL, DURING THE WELDING OF REINFORCING N . CIL 11 WALL PARALLEL. AND ADJOINING RUN OF STAIRS. . Q) I MANUFACTURED LUMBER - WALL TOP PLATES & BLOCKING: A35 OR RSC 0 24 O.C. STEEL, EXCEPTION, THE SPECIAL INSPECTOR NEED NOT BE CONT, I -.1-1.0 011 � I� 22, FASTENING OF MULTIPLE MEMBERS- 2. 3/8' C,D WOOD STRUCTURAL PANEL WITH 8d COMMON NAILS AT e D.C. PRESENT DURING THE WELDING OF ASTM A 706 REINFORCING STEEL I CONCRETE SPECIFICATIONS > SPECIFICATIONS DOUBLE & TRIPLE JOISTS; AT EDGES AND It O.0 AT FIELD (TABLE 23-11-1-1 CBC) ..... 320 PLF NOT LARGER THAN NO. 5 BARS USED FOR EMBEDMENTS, PROVIDED THE - � :,� � 11 - u � 16d NAILS AT 12" O.0 STAGGERED (BOTH SIDES FOR TRIPLE$). I , '_ __ , , - 160 NAILS 0 4* O.C.�,'-, �,* *1 I - SOLE PLATE NAILING. MATERIALS, QUALIFICATIONS OF WELDING PROCEDURES AND WELDERS * � 2 1� 1�/, 3d 1 CONCRETE PLAN NOTES � 11_1 o , FOUR OR MORE JOISTS; - WALL TOP PLATES & BLOCKING: A35 OR ROC 0 16"O.C. ARE VERIFIED PRIOR TO THE START OF WORKj PERIODIC INSPECTIONS ' I 1 1/2' DIA. M.S's AT 18- O.0 STAGGERED. 3. 3/8- C-D WOOD STRUCTURAL PANEL WITH ad COMMON NAILS AT 3- D.C. � I %D 4X OR LARGER SEAMS; ARE MADE OF WORK IN PROGRESS, AND A VISUAL INSPECTION OF ALL 1/2" DIA. M.9's AT It O.0 STAGGERED. AT Sir - SOLE I , 1. ALL MASONRY WORK SHALL CONFORM TO THE LATEST EDITION OF THE UNIFORM BUILDING T%n Pf It O.0 AT FIELD (TABLE 23-9 1-1 CSC) .....410 PLF WELDS IS MADE PRIOR TO COMPLETION OR PRIOR TO SHIPMENT OF . 1-1%. - ELATE NAILING: 160 NAILS 0 3' D.C. SHOP WELDING. PIPE SLEEVE SHALL BE 2" CODE, I. STRUCTURAL STEEL SHALL CONFORM TO STANDARD SPECIFICATIONS FOR STRUCTURAL STEEL 23. ALL ROUGH OR RESAWN SEAMS ARE To BE FREE OF GRADING STAMP LABELS AND FREE - WALL TOP PLATES & BLOCKING: A35 OR RSC 0 10O.C. . 'A LARGER THAN PIPE O.D. 2. CONCRETE BLOCK SHALL BE OF SIZES SHOWN ON ARCHITECTURAL DRAWINGS AND/OR CALLED !c (P FOR BRIDGES AND BUILDINGS A-S.T,M. A-36. OF HEART CENTER. 4. 3/8' C-D WOOD STRUCTURAL PANEL WITH Bd COMMON NAILS AT 2' D.C. F, HIGH -STRENGTH BOLTING, THE INSPECTION OF HIGH -STRENGTH A325 . .I . FOR IN SPECS. AND CONFORM TO ASIM C90-86, GRADE "N-1" NORMAL WEIGHT UNITS U S_ *1 AT EDGES AND 12" O.0 AT FIM D (TABLE 23-11-1-1 CDC) .....530 PLF ANDA90WITH APPROVED, NATIONALLY � . WITH MAXIMUM UNAR SHRINKAGE OF 0.06% fm -1500 PSI GROUTED REINFORCED CELLS, 11) 2. FABRICATION AND ERECTION SHALL COMPLY WITH LATEST A.I.S.C. SPECIFICATIONS, 24, ALL HANGING JOISTS SHALL BE HUNG WITH SIMPSON -LUS- HANGERS U.N.O., AND SIMPSON - SOLE PLATE NAILING: (3) 174' 0 WS 0 16* D.C. RECOGNIZED STANDARDS AND THE REQUIREMENTS OF THE UBC. WHILE THE ===�-77 _j Q) \.-. � . 3. MORTAR MIX SHALL BE COMPOSED OF ONE PART PORTLAND CEMENT AND. THREE PARTS -I Q) 3. ALL BOLTS FOR STEEL MEMBERS SHALL CONFORM TO A.S.T.M. A-307 UNLESS NOTED *W FOR TJI's, U.N.O. - WALL TOP PLATES & BLOCKING. A35 OR ROD 0 WO.C. WORK IS IN PROGRESS, THE SPECIAL INSPECTOR SHALL DETERMINE THAT . I , SAND AND NOT LESS THAN 1/4 PART NOR MORE THAN 1/2 UME PUTTY FOR TYPE -V Z OTHERWISE. 25. ALL SEARING WALLS ON A WOOD FLOOR ARE TO BE SUPPORTED WITH DOUBLE JOISTS OR S. 1/2-(OR 15/32) AND WOOD STRUCTURAL PANEL WITH lod COMMON NAILS THE REQUIREMENTS FOR BOLT, NUTS, WASHERS AND PAINT) BOLTED PARTS1 I ,_ " � MORTAR. MINIMUM COMPRESSION STRENGTH TO BE to -. 2000 PSI. - SOLID BLOCKING UNLESS NOTED OTHERWISE. 3'04, AT EDGES D 12" O.0 AT FIELD (TAM 23-11-1-1 CBC} .....600 PLF AND INSTALLATION AND TIGHTENING IN SUCH STANDARDS ARE MET. SUCH •I "A - SOT. OF FOOTING BEYOND 1� 'M 4. HI -TENSILE BOLTS, WHERE INDICATED ON PLANS OR DETAILS SHALL BE THE FRICTION - SOLE V$yn &3 INSPECTIONS MAY BE PERFORMED ON A PERIODIC BASIS IN ACCORDANCE , - 4. GROUT MIX SHALL BE COMPOSED OF ONE PART PORTLAND CEMENT TO 2A To 3.0 MAX. &VN4' 0 WS 0 16* D.C. I TYPE AND THERE SHALL BE NO PAINT, OIL, LACQUER, OR GALVANIZING BETWEEN THE 26. ALL BEAMS TO BE SUPPORTED WITH FULL BEARING, U.N.O. - WALL NG: A35 OR RISC 0 8*0,C. WITH THE REQUIREMENTS OF SECTION 17OL6. THE SPECIAL. INSPECTOR ... - ­7 PARTS SAND AND NOT- LESS THAN TWO PARTS PEA GRAVEL, MAX. GROUT LIFT - e-o". C SHALL OBSERVE THE CALIBRATION PROCEDURES WHEN SUCH PROCEDURES . i ,�:e"­ �, SPECIAL INSPECTIONS SHALL 13E REQUESTED FOR HIGH UFT GROUTING. MINIMUM CONTACT SURFACES. HI -TENSILE BOLTS SHALL CONFORM TO ASTM A-325 OR ASTM A-490 27. ROOF SHEATHING IS TO CONTINUE UNDER CALIFORNIA FRAMING, TYP. 6. 1/2'(OR 15/32) C-D WOOD STRUCTURAL PANEL WITH 10d COMMON NAILS ARE REQUIRED BY THE PLANS OR SPECIFICATIONS AND SHALL MONITOR COMPRESSION STRENGTH TO BE fo - 2000 PSI, 0 uj AT 2- D.C. AT EDGES AND It O.0 AT FIELD ABLE 23-11-1-1 CBC) ..... 770 PLF NOTE; FOR PIPE MORE - SOLE PLATE NAILING: & IV14' 0 W$ 0 16 D.C. =pummmm" THAN 5*-O" BELOW BOO. ING- A3 ­ , ,* OF FOOTING USE 5- PROVIDE CLEAN OUT OPENINGS AT BOTTOM OF ALL VERTICALLY GROUTED CELLS IF GROUT FRAMING THAT MAY INTERRUPT CONTINUITY OF THE PLYWOOD. -WALL TOP PLATES & .4, ,. * LIFT EXCEEDS 4'-0*. 1 . 5 OR RSC 0 WO.C. MATERIALS HAVE BEEN DRAWN TOGETHER AND THAT THE PROC- .-I I.- A *- - COMPACTED FILL, EDURE IS PROPERLY USED TO TIGHTEN ALL BOLTS, *tl , * 5- PIPE COLUMNS SHALL CONFORM TO A.S.T.M. A-53-8 (TYPE "E' OR "S*), 28. APPLY SHEAR WALL PLYWOOD PRIOR TO ALL BOX -OUTS, FUR -OUTS, SOFFITS OR ANY OTHER THE INSTALLATION OF BOLTS OT DETERMINE THAT ALL PILES OF CONNECTED (D 6. TUBE COLUMNS SHALL CONFORM To A.S.T.M. A-501 OR A-500 GRADE "S*. -_ Z 7. WELDING SHALL BE BY THE ELECTRIC SHIELDED ARC PROCESS, DONE BY A CERTIFIED 29. PROVIDE FURRING AS NEEDED TO ALIGN NON -SHEAR WALLS WITH SHEAR WALLS. 7. USE PANEL 6 EACH SIDE 6. ALL REINFORCING SHALL HAVE A MINIMUM COVERAGE OF 1/2- GROUT. -SOLE PLATE ATTACHMENT: (6) Ile 0 WS 0 16' D.C. .... 1540 PLF G. STRUCTURAL MASONRY, I - FOUNDATION STEMWALL AL_ M WELDER APPROVED BY THE SLDG. DEPT, 30. PROVIDE 4X OR DOUBLE 2X MEMBERS UNDER SOLE PLATE NAILING AT t D.C. - WALL TOP PLATES & BLOCKING: A35 OR ROC 0 VO.C. ON EA. SIDE . 1. FOR MASONRY OTHER THAN FULLY GROUTED OPEN-END HOLLOW UNIT BEYOND 7. BOLTS SHALL BE GROUTED WITH I" OF GROUT BETWEEN BOLT AND MASONRY. ff- � Ic & WHERE FINISH IS ATTACHED TO STRUCTURAL STEM PROVIDE 1/2" 0 BOLT HOLES AT 4!-O" MASONRY, DURING PREPARATION AND TAKING OF ANY REQUIRED PRISMS !� [ . S. NO PIPES OR DUCTS SHALL BE PLACED IN MASONRY WALLS UNLESS SPECIFICALLY NOTED D.C. R ATTACHMENT OF HAILERS.SEE ARCHITECTURAL PLANS 0 rildicure 31. DOUBLE TOP PLATES w/MIN. 48- LAP SPLICES TO BE PROVIDED w/MIN (8) 16d's OR TEST SPECIMENS PLACING nr' ALL MAINIK10V "kJTT<' Ini . I - V_ OR DETAILED 1111 c . PER TOP PLATE SPICE P DETAIL III S. 9. ALL FIELD WELDING SHALL HAVE CONTINUOUS INSPECTION. 32. TOP PLATE BREAKS ARE SHALL OCCUR OVER A STUD OR POST. 10. FABRICATION OF STRUCTURAL STEEL SHALL BE BY AN APPROVED FABRICATOR OR 33. SOLID BLOCKING BETWEEN PERPENDICULAR JOIST AT BEARING AND AT SHEAR WALLS. FABRICATION SHALL BE CONTINUOUSLY INSPECTED BY A REGISTERED SPECIAL INSPECTOR. 34. ALL EXPOSED BEAMS AND HEAVY TIMBER RECOMMENDED TO BE FREE OF HEART CENTER. 35. ALL ISOLATED POSTS AND BEAMS TO HAVE SIMPSON PB*s AND/ OR EIC's MINIMUM, UNLESS NOTED OTHERWISE, 36, ALL SIMPSON HD. PA. AND CB HOLDOWNS TO BE FASTENED TO 4x4 POST MINIMUM, U.N.O. I I I � ,1 11 I ­., - �' ISEA�""�-,11 , ", , , , _ I � FT I�! I.." " - A , * - - I I 2X6 0 It D.0 , ­1 -11, 9 ' 2X6 0 16" 04 C 2XIS 0 2e O.0 D 2X8 0 12" O.0 E 2X8 0 16" O.0 F 2X8 0 24" O.0 0 2XIO 0 It 04 H 2XIO 0 IV 04 J 2XI0 0 24* O.0 K (2)2Xl0 0 16' O.C.. L t OC M 2XI2 0 16* OC N 9.5 ML 0 IV OC t . I I , 11c-riv-114 I OF I . REINFORCEMENT, INSPECTION OF GROUT SPACE, IMMEDIATELY PRIOR TO I I c I CLOSING OF CLEAN -OUTS, AND DURING ALL GROUTING OPERATIONS, 0- PIPE SLEEVE 9. DOWELS IN CONCRETE FOR MASONRY WALLS SHALL BE THE SAME SIZE AND SPACING AS ::3 (10 I EXCEPTION, FOR HOLLOW -UNIT MASONRY WHERE THE Vm IS NO MORE I BOTTOM OF FOOTING MASONRY WALL REINFORCING. I 1 1 THAN 1,500 P,SJ, FOR CONCRETE UNITS OR 2,600 P.S.I.FOR CLAY UNITS, 11 . . . . 10, ALL MASONRY, EXCEPT VENEER, SHALL BE REINFORCED GROUTED MASONRY. GROUT CELLS d) 0- d) L 1 4' �a . I , '. v, I q . . .4 � SPECIAL INSPECTION MAY BE PERFORMED AS REQUIRED FOR FULLY- . . . CONTAINING REINFORCING UNLESS NOTED OTHERWISE. GROUT SOLID ALL MASONRY RETAINING (14 � � ..4 lq* - * , , � , i GROUTED OPEN-END HOLLOW UNIT MASONRY, , i. '. 1. � ip ; - . .'. 110 ! . , , : . , I . , EARTH UP TO 6* ABOVE RETAINING WALL, 1 2, FOR FULLY GROUTED OPEN-END HOLLOW UNIT MASONRY DURING PREPA- z - . .. 4 . .� - I � \!) , , * ; i RATION AND TAKING OF ANY REQUIRED PRISMS OR TEST SPECIMENS, AT -;A - . 1. I . A 11. ALL VERTICAL REINFORCING IN MASONRY WALLS NOT RETAINING EARTH SHALL BE LOCATED " � THE START OF LAYING UNITS, AFTER THE PLACEMENT OF REINFORCING - - - I 0 �q : .. IN THE CENTER OF THE WALL, U.N,O. z 0) i . . - -_ (P STEEL, GROUT SPACE PRIOR TO EACH GROUTING OPERATION, AND DURING . I ... i,. I . ) 1 12, REINFORCING SHALL BE SECURELY HELD AND BRACED IN PLACE TO PREVENT MOVEMENT Q) ALL GROUTING OPERATIONS, V'Vf'C'0TTr1Xjj 4:!0Vf'TAI ThWOCY-rTMAI MCC' M , 4, - A' I , POUR BREW V641LE PLACING UAQAMrIV 37. - -_ - , - -_ I JV NOT I I - ormijarr- 13. 15 , .q ALL INTERIOR WALLS TO BE SECURED WITH SHOT PINS PER MANUFACTURER'S BE PROVIDED WHEN DESIGN STRESSES HAVE BEEN ADJUSTED AS SPECIFIED SECTION RECOMMENDATION, U.N.O, CALCULATIONS GOVERN IN ALL CASES. RECOMMEND RAMSET/ NOTES: IN CHAPTER 21 UBC TO PERMIT NONCONTINUOUS INSPECTION, PIPE SLEEVE MASONRY TO HAVE SPECK INSPECTION PER SECTION 1702 OF THE UBC WHEN SPECIFIED. lu I �111 REDHEAD i5l6D AT 24* O.C. PER 1080 REPORT NO. 1147. 'HILTI" SDM72 INSTALLED PER 1, WOOD STRUCTURAL PANEL' MATERIAL APPROVED BY APA, PFSXC0 OR PITTSBURG TESTING to Ci 0 , . 1 I - 1 STEEL SPECIFICATIONS ICSO REPORT # 2388 LABORATORIES ( THIS INCLUDES OSS) THESE VALUES ARE FOR DOUG-FR LARCH OR H� REINFORCED GYPSUM CONCRETE, WHEN CAST -IN PLACE CLASS B GYPSUM I 1 38. SHOT PINS SHALL NOT BE INSTALLED UNTIL CONCRETE HAS CURED FOR 7 DAYS MINIMUM. SOUTHERN PINE, OTHER LUMBER SPECIES MAY DIFFER SHEAR CAPACITIES, I CONCRETE IS BEING MIXED AND PLACED, MASONRY SPECIFICATIONS ­7�'. " 0 L_ STRUCTURAL STEEL PLAN NOTES 2. PROVIDE 2X BLOCKING AT HORIZONTAL WOW STRUCTURAL PANEL PANEL JOINTS. _,_,�_" (0 I 111 PIPE SLEEVE AT FOOTING �,6 V 39- ALL CONVENTIONAL FRAME PORTIONS OF STRUCTURE ARE TO BE CONSTRUCTED PER 1. INSULATING CONCRETE FILL; DURING THE APPLICATION OF INSULATING 'i"', MASONRY PLAN NOTES 1 M Q) F - . WHERE WOOD STRUCTURAL PANEL IS APPLIED ON BOTH FACES OF WALL AND NAIL SPACING CONCRETE FILL WHEN USED AS PART OF A S c I SECTION 2320 OF THE UNIFORM BUILDING CODE, V.N.O. 3 . * - I I IS LESS THAN e D.C. PANEL JOINTS SK41 BE OFFSET TO FALL ON DIFFERENT FRAMING EXCEPTION, THE SPECIAL INSPECTIONS MAY BE LIMITED TO AN INITIAL ­ ­0 40. PROVIDE DOUBLE 2X SOLE PLATES WITH SOLE PLATE NAILING AS SPECIFIED ON THE PLANS MEMBERS OR FRAMING SHALL BE 3x OR WIDER AND NAILS STAGGERED ON EACH SIDE 16, 1. - 15 - - AT INSPECTION TO CHECK THE DECK SURFACE REINFORCING, � A., � BOTH PLATES S WHERE Ve GYPCRErE OR 1 1/2- LIGHT WEIGHT CONCRETE IS USED AT THE SPECIAL INSPECTOR SHALL SUPERVISE THE PREPARATION OF COMPRESSION 5 , , = -0 Q) 1. WELDING SHALL BE THE SHIELDED ARC PROCESS AND PERFORMED BY CERTIFIED WELDERS THE FLOOR. 4. FOR SHEAR WALLS Zis THRU A7USE THE FOLLOWING' I TEST SPECIMENS DURING THIS FINAL INSPECTION. . ".0. 11 :3 __fj 0 WITH APPROVED ELECTRODES AS QUALIFIED IN THE "QUALJFICATIONS PROCEDURE OF THE 1) USE 3x MUDSILL J. -APPLIED FIRE RESISTIVE MATERIALS, AS REQUIRED BY UBC STANDARD . :, FINISH GRADE rA 41. WHERE BOTH TOP PLATES ARE BROKEN, STRAP WITH ST6224 MIN. U.N.O. 2 1 SPRAY . AMERICAN WELDING SOCIETY. LATEST EDITION. WELDING SHALL BE PERFORMED BY APPROVED 32i USE 3x MEMBER 0 PANEL JOINTS & HORIZONTAL BLOCKING 'A _!u LICENSED FABRICATOR. ALL STRUCTURAL FEILD WELDING SHALL HAVE CONTINUOUS 42. COMMON NAILS SHALL BE USED FOR ALL PLYWOOD SHEATHING, TOP PLATE SPLICES, & NALINGS SHALL BE STAGGERED 7-6. ' I '. 4 4!-10 19/32* 1 . I uj HJ M INSPECTION BY REGISTERED DEPUTY INSPECTOR. SOLE PLATE NAILING. ALL HARDWARE SHALL BE INSTALLED WITH NAILS PER THE S. 10d SHORT BOX NAILS MAY BE USED IN LIEU OF Sd COMMON NAILS 0 SHEAR WALLS ONLY. K, PILING, DRILLED PIERS AND CAISSONS, DURING DRIVING AND TESTING OF PILES ! 1. , MIN. c: 111*11101 M ; 1111W.-Al" 1kMc1U.r_;=M�1N1-s;11 11". tfium "I 1! wMaRkm"t M tim gi�wn;m 11 . -11 �[0'19,15.sax �m :21A .; � � � mm�� 2. LOW HYDROGEN WELDING RODS SHALL BE USED IN WELDING OF REINFORCING BARS AND MANUFACTURERS SPECIFICATIONS AND RECOMMENDATIONS. 6. WS: WOOD SCREW USE SIMPS. SOS 1/4 X 6 . AND CONSTRUCTION OF CAST -IN -PLACE DRILLED PILES OR CAISSONS, •. .A '' I I BOLTS. EATH I I . L, SHOTCRETEi DURING THE TAKING OF TEST SPECIMENS AND PLACING OF ALL , . It '. " M - - 3. ELECTRODES USED SHALL BE MATCHED WITH BASE METAL AS PER AWS RECOMMENDATIONS. I - . I REQUIRED BY SECTIONS 1924,16 AND 1924.11 UBC, " . 4 �. = : . . 4. FIELD WELDING OF REINFORCING STEEL SHALL BE PERFORMED BY WELDERS SPECIFICALLY EXTERIOR WALL: PER SCHEDULE LATERAL SHEAR NOTES .1 111 EXCEPTION, SHOTCRETE WORK FULLY SUPPORTED ON EARTH, MINOR REPAIRS AND WHEN, IN THE OPINION OF THE BUILDING OFFICIAL, NO SPECIAL HAZARD - ... .I .Fr- . . � CERTIFIED FOR REINFORCING STEEL, PRIOR TO WELDING, THE "CARBON EQUIVALENT) ­1 - I EXISTS, I . . •� TRENCH EXCAVATION - - NOTES OF STEEL SHALL BE DETERMINED, REINFORCING STEEL WHOSE "W CANNOT BE IDENTIFIED *CE' 1�11" I I , - I . �, . OR WHOSE EXCEEDS 0.75X SHALL NOT BE WELDED, EXCEPT FOR REINFORCING STEEL CONFORMING TO ASTM A-706, REINFORCING STEEL SHALL BE PREHEATED AS SHOWN IN 43. STUDS IN BEARING WALL ARE LIMITED TO 10' IN HEIGHT UNLESS AN APPROVED M, SPECIAL GRADING, EXCAVATION AND FILLING, DURING EARTH -WORK EXCAVA- 0 .. I q TAKE 1. W 3-77. IN ADDITION, STEEL WITH *CE" BETWEEN 0.66X AND 0.75X SHALL BE DESIGN IS SUBMITTED TIONS, GRADING AND FILLING OPERATIONS INSPECTION TO SATISFY REQUIREMENTS 11 I . ­ , A ' . , . ?� * - - - WELDED ONLY WHEN PRIOR QUALIFICATION TEST TO VERIFY ACCEPTABLE WIELD. I APPENDIX CHAPTER 33, �,A 11 . - . ' 44. USE FULL LENGTH STUDS (BALLOON FRAME) ON EXTERIOR WALLS OF ROOMS WITH VAULTED CEILING HORIZONTAL: N, SMOKE -CONTROL SYSTEM, : � is �. "O'. ' * 2 1 - -_ - '­� - All OnAr Ahfn CtfV%* CUrATLA TO or rvtwicsior a OR �oi^n 1, DURING ERECTION OF DUCTWORK AND PRIOR TO CONCEALMENT FOR THE , .4 . . 4 �t�7� n t- %) 0 S_ (P O 1 v ('4 U \_ \1 -----,----,/ - LL/HT I' . (TABLE 23-II-E-1 AND 23-11-H CSC) PURPOSES OF LEAKAGE TESTING AND RECORDING OF DEVICE LOCATION, . I . . I . 11 # p s ! . t , 0, 1. I 2. PRIOR TO OCCUPANCY AND AFTER SUFFICIENT COMPLETION FOR THE .--- , ' I �S I ,V,,. " I'v, Date: ,'1tOOF._ JOIST SPACING EQUAL TO OR LESS THAN 24' D.C. 15/32" WOOD STRUCTURAL PANEL PI 1. r x t x 3/16 4 PLATE WASHERS ARE REQUIRED O. EACH ANCHOR BOLT {UBC SECT. � 24/0, WITH 8d's 0 6* O.0 AT EDGES AND BOUNDARIES, It OC FIELD. PRESSURE DIFFERENCE TESTING, FLOW MEASUREMENTS, AND _! � 1806.6.1) ,, , ',�_ . " I I I , I 11 ,* DETECTION AND CONTROL VERIFICATION. � I -1 ""I 1rp-1-2005 - 1,FL JOIST SPACING EQUAL TO OR LESS THAN 16* OC: MIN. 5/8' PLYWOOD STRUCTURAL PANEL 1 2. ALL SHEAR WALLS ARE TP- BE SECURED: WITH ANCHOR BOLTS SPACED PER FOUNDATION PLAN, T&G SHTG, PI 32/16, w/lOd*9 0 6" OC AT EDGES AND BOUNDARIES, 10" OC FIELD, __ __J....� 119 NNIM , SPECIAL CASES, WORK THAT IN THE OPINION OF THE BUILDING OFFICIAL I - No : OR ANCHOR BOLTING SCHEDULE. . eca le: . - TRENCH OR OTHER ,,, I 11 INVOLVES UNUSUAL HAZARD OR CONDITIONS. EXCAVATION PERMITTED *1 - I I I 1­111 1/411 2 11-011 . PANEL EDGES SHALL HAVE APPROVED T&G JOINTS OR SHALL BE SUPPORTED W/ BLOCKING Ak M� Alk .d9ft BELOW THIS LINE 3. PROVIDE RETROFIT BOLTS, SIMPSON RFS III 5 X 10 TO EXISTING FOUNDATION PER ANCHOR - . It IS NOT REQUIRED WHEN UGHTWEIG14T CONCRETE IS PLACED OVER SUBFL00R.- Ab Ai.- Ak,- � ---do WE Arm - I . IIIIIII = BOLTING SCHEDULE, USING SET EPDXY. SPECIAL INSPECT" IS REQIO. *DECK: JOIST SPACING EQUAL TO OR LESS THAN 16"O.C.. MIN. 3/4* T&6 FLYWOOD SHTG I r% 15 = I 'STEP FOOTING AS 4. PROVIDE RETROFIT BOLTS SIMPS RM # 5 X 16 FOR HD2A, 1,105A, P.HD2, PHO5. HTTI6, HTT2Z Format: . I PI 32/16, W/ 10d 0 CO.C. AT EDGES AND BOUNDARIES, IWO.C.FIELD so REQUIRED. HDC5/22, HDC5/4, USING SET EPDXY. SPECIAL INSPECTION IS REQID. Autor,AP 2004 - 11 1- 11 I ___ ___ ­ � " 11 I I I wj) I 1; 0 1 � �, I - ­ set z " - I I I _1 /", "I "4 - - ��r _�, A I I ,;-, �, 11 WELDING SPECIFICATIONS CARPENTRY SPECIFICATIONS �� K ROOF & FLOOR SHEATHING NOTE 1�1 -_ --- -, -1 _,_I"kL INSPECTION REQUIREMENTS �%,`.,',,� ANCHOR BOLT SCHEDULE I . r ­,­. - - - ;; WELDING STEEL PLAN NOTES 17 --,,,,,,,,i- I %..ii, 1­ �--8 � LUMBER/CARPENTRY PLAN NOTES , NOTES e_ I I TRENCH PARALLEL TO FT'G. ." -1 � I " I I ", I � NOTES NOTES "I r___1 ANCHOR BOLTING SCHEDULE SHEAR VALUE - wm WALL TYPE 17 A848 5/8* DIA. X 7* EMBEDMENT 0 48* D.C. 200 #/FT. . A832 5/8* Olk X 7" EMBEDMENT 0 32' D.C. 265 #/Fr. I A924 51W DIA. X 7" EMBEDMENT 0 24* O.C. 400 #/FT. 2 A816 5/8* DIA, X 7* EMBEDMENT 0 16* O.C. 530 #/FT. 3. 4 AS 8 5/8" OIA. X 7* EMBEDMENT 0 8* D.C. 1060 #/FT. 51 6 A816X 3/4" DIA, X 7" EMBEDMENT 0 16* D.C. 7118 #/FL 5 AS EIX 3/4* Otk X 7* EMBEDMENT 0 S* D.C. I9t6 #/FT. 7 1 SLAB DOWELS —*TS' COLUMN, SEE PLAN op 2X STUDS @ 16' OZ., TYP. r CONC. SLAB #3 TIE @ 0 iD.C. & VY 12' 0 YP, -A I#XI'X3/4' THK BASE ZX SILL PLATE W/ PLATE W/ 4-3/4' DIA, &B.'S 2X PLATEPER JOIST A OPTIONAL SLOPE APRON 5/8' DIA. A.B.@ 48' D.C. AND 3-16d PER BLK� UXO, 31-0# W/ 2X2XI/4 PLATE WASHER PLYWOOD SHT —POST ABOVE & 245 WELD TO STEEL SEE PLAN FOR SHEAR +7 BELOW 1/2- EXPANSION JOINT @ TOP & BOTTOM WALL AND SCHEDULE-----\ P14D OR HD HOLDOWNS CM TYP, 2' VIE 2X STUDS @ 16' 0Z SIMPSON STRAP, DRIVEWAY SLAB BX OR ASPHALT SEE PLAN SLOPE 2' SILL PLATE (P.T.) ------ TO DRAN MIN LIE SEE \ /_-I :1 77 SILL PLATE — PLYWOOD SHTG:--- SIMP& RF9 #SxI$ W/ MIN. 10* EMBEDMENT BEAM, SEE FLOOR JOIS PLAN : ii <1 4 q ![I"- sd OD e TOP AND 3-16d PER JOIST BOTTOM UXO. —POST OR DBL STUDS, SIMPSON A35 2X CUNT, RIM A PER PLAN SIMPSON A35 \—E,N,, TYP, 16' O,C, JOIST W1 3-16d STEEL REINF,, SEE PL2 PER JOIST �T 16' O,C. 4 NEW EXISTING EXISTING NEW NOTEi PLYWOOD SPLICE AND CHANGE OF SHTGSEE PLAN DIRECTION TO OCCUR ATLIC OF JOIST. 2X JOIST DOWEL CONNECTION 26 TIE DOWN CONNECTION 21 CONNECTION 16 CONNECTION 11 DOWEL CONNECTION 7 INTERIOR FOOTING 2 E.N. 2X STUDS SLAB cowas NOTEs SHEAR ERE OWALL CCURS MIN, DBL, FLOOR JOIST SPREAD APART W14 AS REQUIRED AT PLUMBING WALLS, 8' SILL PLATE W/ CON 16d NAILS 0 e 04. 0 lCe SLAB 5/8' DIA, A.B, e 48, Olc� 18* 1 D.C. 3Y BEAM (SEE PLAN) {SEE PLAN FOR SPN SEE PLAN FOR SHEAR 2X STUDS @ 16' 0,C,, TYP, PER # 2x BWO. OR TJI OONT, 2" COLD JOINT AT 2 POUR WALL AND SCHEDULE—�\ 2x STUDS 16' D.C. PLAN 7_ P.T.D.F.,. SILL FLOOR SHEATHING sus ­O!Ax 12 EXPANSION 2X PLATE W1 16d *1 4 7`%N-MLA. WASHER JOIN E lu 8' D.C. TO BEAM 2 ,2K A Lu 2x FL OR 7JI PER PLAN lot _7* PLYWOOD N, . B SHT E,K, TYP, SHT cl GARAGE SLAB� SIMPSON A35 AT 16* D.C. z F 1/2' EXPANSION JOINT SIMPSON ST1�2x SIX'0. OR TJI 0 -6224 2X BLKG, D.C. ALT. LOCATION OF A35F 0 DBL JSTSI 51 DBL, FLOOR JOIST t PER JIL-, PLAN STUDWALL OR BEAM tl FOR SEARING CONDITION c, (SEE PLAN) W*� f, 5 CONT. 0 TOP TOP AND BOTTOM BOTTOM UN.G. SAND FILL MIL. POLYTHYLENE SEE PLAN W 11 OR BARRIER C3 27 BEAM TO POST CONNECTION 22 CONNECTION 17 SHEAR TRANSFER 12 HOUSE TO GARAGE FOOTING 8 EXTERIOR FOOTING NOTE, POST PER PLAN PLYWOOD SPLICE AND CHANGE 2X STUDS @ 16' OZ., TYP. OF SHTG. DIRECTION TO OCCUR 0 AT OF BEAK 2X STUDS @ 16' O,C., TYP, 2X PRESSURE TREATED FLOOR JOISTS, BEAM OR 2X PLATE W/ 1-16d PER POST ABV. (SEE PLAN) 2X PLATE W/ 16,d JOIST AND 16d @ 8' D.C, SILL PLATE W1 1/8' DIA, TO RIM JOIST X 3 1/2' SHOT PIN @ ;p SILL PLATE WASHERS, FIRST 2 PINS @ 8' DC. TO BEAM SIMPSON HDA PER PLANAv- 48' Q.C.OW/ 14 GA. B.N, 2X STUDS @ 16' D.C. PLACED AT 6' AND 16' FROM PLATE END (HILTI PLYWOOD SHTG, E.K, TYP, PLYWOOD SHT BN, DN PINS) E.N,, TYP. E,ft ADDITIONAL STRAP WHERE REQUIRED. OPTIONAL POUR BREW FLOOR JOIS W/ DOWELS —(4) SIMP. TS22 2X BLKG, 2X RIM JOIST W/ D.C. SIMPSON A35 4 3-16d PER JOIST @ 16' O.C. SIMPSON STAB ANCHOR BOLT PER SCHEDULE SUPPORT BEAM OR ko FLOOR SLA STUD WALL, (SEE PLAN) BEAM, SEE PLAN------ BEAM, SEE PLAN— clq z 07) FLR, JOIST W/ SIMPSON DEEPEN AN REN 0 WI 'U' HANGER FOOTING AS REQ AT HOLD DOWN AS INDICATED IN SECTION A 28 BEAM TIE DOWN 23 CONNECTION 18 CONNECTION INTERIOR WALL 4 45 MAX. ------ SLAB PER PLAN 2X STUDS e 16' OZ., TYPI 6* MIN. :3 POST ABOVE & 2X PLATE W/ 1-16d PER JOIST SECTION BELOW AND 3-16d PER BLK, U.ktl, PLYWOOD SHT SIMPSON STRAP, SEE PLAN E.K, TYP. FLOOR SLAB SILL PLAT BX 45 0 AULL IN DNS d ZD Li 4 4*. ES 012" D.C. TYP. PLYWOOD SHT Gr--- 4 In 10 FLOOR JOIST 7' LL/WT 1 3 4 MIN. I < OD FOOTING BEYOND DBL, TOP PLAT4 A TOP AND Date: PLAN VIEW 4 , - 2X BLOCKING BOTTOM UN,U, SOLID 'at ter AT STRAP 5-1-2005 14 O2�10TT5 MCONT. 0 TOP SIMPSON A35 @ 16' D.C, —5, N, FLOOR SLAB-- E.N. d 4- w 10 -2: —GRADE BEAM 4*• AS REQ'D, Aj'q USING SET. EPDXY 1 4. , 4 d # @ TOP OD BOTTOM A A 4 A TOP AND ' UA '1 94 BOTTOM U,N.Ol 20 NAIL 2X BLOCKING48d BENT STRAP AS REQ'D. N SIMPSON A35 04 cow. 0 TOP 16' D.C, E.N,, TYP. BOTTOM 3' CLR, DRYPACK AS REQ'D, r SAND FILL SEE PLAN W MIL POLYTHYLEWE + VASEE PLAN R BARRIER HOLD DOWN 25 STRAP 20 CONNECTION 15 SLAB EDGE AT GARAGE 10 COLUMN FOOTING 6 EXTERIOR FOOTING In > 2X STUDS @ 16' 0,C,, TYP, (3 2X SILL PLATE W/ U- 5/8' DIA. A,B, @ 48' D.C. SEE PLAN FOR SHEAR APPROVED NON -SHRINK 2X STUDS @ 16' OZ, 2X PLATE W/ 1-16d PER JOIST 2X SILL PLATE W/ GROUT OR EQUAL, TYP, WALL AND SCHEDULE--\ APPROVED NON -SHRINK AND 3-16d PER BLK U.N.O. 5/8'&B. @ 48- 11C GROUT W/ 2X2XI/4 PLATE WASHER #4 DOWEL SEE PLAN FOR SHEAR 2X STUDS @ 16' O.C. FLOOR SLAB E.K EX, TYP. WALL AND SCHEDULE Blk z FLUOR SLA E,N. -BEAM OR DBL JOIST, PER PLAN (4 SIM PSON TS22 0 EA. PLYWOOD SHTG S) ---- 4OEOF POST OR DBL. STUDS EXPANSION JOIN r FLUOR JOIS #4 DOWEL @ 48, a.c, - %, T 61 MIN , DOUBLE TOP PLATE, IF OCCURES 2X4 NAILER 2X rinno JOIST UY 4' 4 4 A -4 A 4 4 HOLDOWN A.B.DIA. "A" TYPE STAB MONO POUR TWO POUR PHD2—SDS3 HD2A 5/8" 12" STA816 STAB20 PHD5—SDS3 HD5A 3/4" 16" STAB20 STAB24 PHD6—SDS3 HD6A 7 8 2. STA828 STAB34 HDQ8—SDS3 HD8A 7 8 24" STA828 STAB34 HMOA 7 8" 24" STAB28 STAB34 Sca le: 1/411 11-011 12' TYP, Format' U,N,O. AutoCAD 2004 N 'GRADE BEAM 241! UPLIFT STRAP BET LVLS 4. HOLD DOWN EXTERIOR FOOTING 5 4 t F e tl W24 1/2"x19" 5/16' 5 7/8" W21 3/8"x15" 3/16" 5 7/8" W14.16.18 3/8"xi2' 5/16" 4 3/4" W12 5/16"x9" 1/4" 3 3/4" W8.10 1/4"x6" 3/16" 2 3j4" W6 1 j4"x6" 3/1Ir 2 3/4" BEAM SECTION STIFF PL. » " WELD D NO pi A 325 N. BOLTS . A 2x4 FLAT FINGER @ 24' D.C. THRU RAFTER AND NAIL W/ SIMPSON ST22, TYP, U.NM. 2-16d @ EACH END BEAM B,N. DBL. TOP PLATE__@41 (L ROOF SHTG.------- 714-d v 2-16d FOR 6' DEEP 2X RAFTER FORMEACHD ADDI ION 2' DEPT 2X BLKG. @ E.N., TYP, 48' O.C. 2X STUDS @ 16' Q.C. SIMPSON A35 SHEAR WALL, SEE PLAN DBL. STUDS OR POST, 2X STUD--- SEE PLAN, PROVIDE BC OR EPC POST CAP 16d @ 12' O.C., TYP. FROM BEAM TO POST @ 16' Q.C. UND ALT ALT—FLAT It EXTERIOR FACE _ BEAM CONNECTION SCHEDULE SHEAR TRANSFER FLUSH BM TO WALL DRAG OF SPLICE @ OF SPLICE @ -- LOWER PLATE PER PLATE ' B.N. 2-16d @ EA. SIDE 4'-O" MIN. 4t t3141.tGt OF SPLICE j b ROOF SHfiG. � �--- •" 16d @ 16' O.C., 12-164 MIN. @ EA. SIDE TYP. OF SPLICE JOINT, OR 2X RAFTER 1 IM DEN ST22 STRAP TIE .� 2X BLKG. @ 17E.ft, TYP, MULLION OR STUD 48' O.C. BELOW SPLICESTUDS @ 16' O.C. SIMPSON` A35 AR WALL, SEE PLAN @ 16' C. NOTE+ 2X STUDS @ 16' O.C. UND ALT ALT—FLAT @ EXTERIOR FACE Y` SMEAR TRANSFER STRAP 8dO 6bCT0 BLOCK I1' CDX PLYVItk'd�6"•Lb"-12"O�C` ' _ 1/2"V___ i9@AM D'iFi^ i. 7-� 3�ej-2 161i6d FM FLAT 4t SLANT RJOINT ATER Ywx PLY UV"* F.P. TYPICAL 2xb RAPIM f SIMP$. A58 0098C } CAP PLATE SAME -� THICKNESSAS LARGER lu BEAM FLANGE ( j �. lu 24 $TiM•t6"oc. . WEB & PLATE TOCOLUMNP \ "s 6"O,iC. WC z Se" boortOdd 6"O,C. CAP PLATE SAME SEICOFESSAS LANGE LARGER 4" +3c HORIZONTAL STIFFENER TO COLUMN WEB & FLANGE CAA1T.P/J 1/2" STIFFENER PLATE t,\ CH SIDE U.N.O. Az $ A36.O" EAO SHEAR PLATE & BOLTS PER SCHEDULECL j ii• O O MOMENT FRAME 8d* 6"OGT0 ftelfT>!}R SIMP. MST46 0 ST PER PLAN�yy ti SRAM 2 a 1QATiB2$ SIMP& A0.1a'b:rl 11-t $111P8 Hit PER RAMM TO Of PLAT@$ 4 STUD 2x6 $Tip$ �NbtlOIC 16d 06"OjC AGE 6"VM LNCi. 4+••• SHP 46TA 16 PAR P/J t BLOCK ----� � IOCt�Fiad"j.G nn� QL (6R6d PER JOINT STEEL SM (PER PLAN) C`�t W/2x NAILER 0 BOTTOM 2x BLOCK 2x 0KYa SUDS O 32" ONEC. ty DBL K=R JOISTS --- -- WRAPED AROUND 2x12 JOISTS itf/FIU2121 43OR Wft LTP4 +120OA. �.Il}11j NOLDOWN14 �- D- 1/4" TYP. H /sj STIFF PLATE 6 EACH SIDE W/ THICKNESS 1/4" TYP(`t . u 1J {SEE PLAN FOR CN SPACING 6'--0" STIFFENER O.C. -U.N.O.} s � ® 5/8- COUNTERSUNK WELDED STUDS @ 2'-0' O.C. ..... 1:yiPiH L JWT 3x NAILER {FLANGE WIDTH} Date: WF PER PLANd,�2Q©�✓ W/ STIFFNER PLATE 1/411 1 i{�"6ill Format: e; STUD (BOTTOM NAILER AutcCAP 2004 v' As NEEDED)olk .. 10 'STUD & STIFFENER WELDING 5