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HomeMy WebLinkAbout10147785.pdfa I I (E) STRUCTURE NEW ADDITION TYP NEW COVERED ENTRY Vice N I-TY MAP Pizoip—CT C)L6CIZIPTION: ENLARGE EXISTING MASTER BEDROOM, ADD NEW MASTER BATH. ADD NEW FAMILY ROOM, RE. LOCATE EXISTING ENTRY TO FRONT vs SIDE OF HOUSE. iz, A vj� "iv q �_jl­ 60UAZF foOT44r- EXISTING UNIT 947.4860 SQ. FT. J PROPOSED ADDITION 300 SQ. FT. TOTAL UNIT 1247.4860 SQ. FT. )heet Index. pq iMSCIH GR.�%DRI.'G twf NO BEET TITLE T'l TITLE 6fl 11ET / VICI N ITY MAP 60. IFOOTA(;I16 01co. 112,Roi 4.1 P_XI6TIN(; P11MOLITION 8 NOW FLOOR PLAN , , � C� � t Ajw, " 4.12 cxTuzioiz F-LI1\/4TI0N6/_,5ITI1 PLAN 64 4 tea. f 6TIZUCTURAL PLANS (;P_NI1IZ4L NoTg-.5 to R 01-0 L0,,2'" 1-4) 1). 1 TYPICAL CONCRETE.P11TAIL5 �VKRI F!112%ili 0.2 TYPICAL I4V00P fRAMIN(� P11T4,11_6 T'24 TITLE 2.4 POCUME NTATION ENTER RESIDENTIAL DESIGN DEVE16OPMENT 17832 INgeLow Park Tustin, ('4. 92780 • W01? 0 wans. net P_..e-?5i4deniJaL Pesiqn - C noineering • Canstructian _5TU1ZCTUP_4L 1-N,1;1NL9_1Z WILLIAM M. NELSON S.E. NELSON CONSULTING E N G I N E E R S 17815 Sky Park Circle, Suite it g Irvine, CA., 92614, 949 752 2070, 949 752 2071 FAX z D w z 0) d Z W 0 z U C-4 - �_c P) PE 7 Ai Z Z 0 w t2 Z; d Li (f) p C(,4 QT _j w Z it ILA Cit Y_ L-d P _j Lot 'qU PA D —� o L 4J rod M. CA DATE 15 JULY, 2004 SCALE AS NOTED F-"-70 41 — M E NA RA .S.LlEET No. T.i 0), (D L0 CD (D 0 r_ Nele f Looz PL4N 411=__ I NEW 20 STUD WALL @ 16'o/c w/GYP. BD. TAPED & TEXTURED TO MATCH EXISTING AT INTERIOR TYPICAL, STUCCO OVER METAL LATH OVER 1 LAYER 30# FELT. COLOR & TEXTURE TO MATCH EXISTING ALL EXTERIOR WALLS SHALL BE INSULATED w/R-13 MIN. AM. ALL WINDOWS AND FRENCH DOORS SHALL BE "ANDERSEN" OR EQ. DUAL GLAZED AND PROVIDED w/LOW T - FIELD VERIFY w/OWNERS SM. CONTRACTOR SHALL MATCH EXISTING IN ALL INSTANCES UNLESS NOTED OTHERWISE. FIELD VERIFY ALL CONDITIONS AND SHOULD CONDITIONS REVEAL OTHER THAN THAT INDICATED ON PLANS, STOP ALL CONSTRUCTION AND NOTIFY DESIGNER / E.O.R. IMMEDIATELY. ALL FINISHES SHALL BE VERIFIED w/ OWNERS. VERIFY MATERIALS, FIXTURE LAYOUT, CABINET LAYOUT, ALONG WITH ELECTRICAL LAYOUT WITH OWNERS PRIOR TO CONSTRUCTION CONTRACTOR SHALL FIELD VERIFY PLUMBING LOCATIONS & REQUIREMENT ALL WINDOWS AND FRENCH DOORS SHALL BE "ANDERSEN" OR EQ. DUAL GLAZED AND PROVIDED w/LOW T - FIELD VERIFY w/OWNERS ALL WINDOWS AND FRENCH DOORS SHALL BE "ANDERSEN" OR EQ. DUAL GLAZED AND PROVIDED w/LOW T - FIELD VERIFY w/OWNERS WINDOW OPERATION SHAL BE PER PLAN OR ELEVATION AND VERIFIED w/OWNERS 1650 TEMPERED SINGLE HUNG WINDOW 3040 SINGLE HUNG WINDOW 5040 SLIDING WINDOW 3068 EXTERIOR GRADE ENTRY DOORS w/SECURITY HARDWARE AS REQ'D 2468 INTERIOR GRADE PRE -HUNG DOOR & FRAME 0..2668, INTERIOR GRADE PRE -HUNG DOOR & FRAME PROVIDE PLUMBING & G.I. DRAIN PAN AS REQ'D FOR NEW OWNERS SUPPLIED WASHER & DRYER STACKED PAIR rl PROVIDE LOUVERED BI-FOLD LAUNDRY DOORS PROVIDE WxV ATTIC ACCESS w/3(f MIN CLR ATTIC ACCESS AS REQ'D. Q PROVIDE 36" PRE-FAB-DIRECT VENT GAS FIREPLACE Q 4010 TEMPERED SLIDER 0 PLF. HT. 0 PROVIDE LOW FLUSH WATER CLOSET PROVIDE SHOWER ENCLOSURE PER OWNER -(IF GLASS ENCLOSURE GLASS SHALL BE TEMPERED AS REQ'D) PROVIDE COUNTERTOP w/LAV & CABINET VERIFY w/OWNERS NMI weam rol I m, I* I z1hillazwo I I , I • DEMOLITION PLAN IS SHOWN FOR GENERAL PURPOSES ONLY. ALL WORK SHALL BE PERFORMED IN A PROFESSIONAL MANNER AND ACCORDING TO LOCAL STATE AND FEDERAL CODES. ALL WORK SHALL BE SHORED UP AS REQUIRED PER CODE (s). CONTRACTOR SHALL FIELD VERIFY ALL WORK BEFORE COMMENCEMENT OF ANY AND ALL PHASES. IF ANY DISCREPANCIES SHOULD BE DISCOVERED DESIGNER OR ENGINEER SHALL BE NOTIFIED IMMEDIATELY BEFORE CONTINUATION OF WORK. EXISTING WALL TO REMAIN ------------- ------------- WALL OR AREA TO BE REMOVED AS REQUIRED AT ALL BATHS: PROVIDE WATER RESISTANT GYPSUM BACKING BOARD AS A BASE FOR FOR TILE OR WALL PANELS FOR TUB OR SHOWER ENCLOSURES OR WATER CLOSET COMPARTMENT WALLS SHOWERS SHALL BE FINISHED V ABOVE DRAIN WITH MATERIALS NOT ADVERSELY AFFECTED BY MOISTURE TYP. ANTI -SCALDING SHOWER AND TUB AND SHOWER VALVES REQUIRED SAFETY GLAZING OR TEMPERED GLASS IS REQUIRED IN ALL HAZARDOUS LOCATIONS PER 8- z A!� w (A c, Zw G;R 72 C04 0 z u o z z o " t-,o w Z 4 1 L 4'- ICU L E z EE P c>ATr 15 JULY, 2004 5CALG- AS NOTED Nr"=_-'T041 -MENARA ZE m CL M Ln Ln n-) C> CD m CD 0_ m CD CD co CD Cl CD CD cz co lwzopo,5�: P fLoolz PL4N CLASS "A" MIN ROOFING MATERIAL OVER 1 LAYER 30# FELT 1/; ROOF SHTG (INDEX 24/0) PER (ZTPHrTHPAI PI AK14Z ROOFING MATERIAL SHAI EAGLE UTE "CAMINO RE OR APPROVED EQUAL ICBO 4660 7/g' STUCCO OVER MEE OVER (2) LAYERS, 15h MATCH EXISTING NEW WOOD SIDING TO I OVER (e)) LAYERS i r'4 MATCH EXISTING NOTL. CONTACTOR SHALL MELD VERIFY ALL ASPECTS OF CONSTRUC11ON ERIO TO STARTING ANY CONSTRUCTION. CONTRACTOR SHALL ASSUME ALL RESPONSIBITY AND LIABILITY OF PROJECT DURING CONSTRUCTION PHASE. S 0 ,UI 1WEXAli• 11 Pill qI 20ga CONT FLASHING TYP FASCIA TO MATCH EXISTING 4x OUT LOOKERS rr_00-qwim 4x POSTS EXISTING 7/; STUCCO OVER METAL LATHi OVER (2) LAYERS 15# BLDG.A PAPER TYP UNO TO MATCH EXISTING I NEW WOOD SIDING TO MATCH EXISTING OVER (2) LAYERS 15# BLDGJPAPER TYP LINO TO MATCH EXISTING FIZoNT I.LI-VaTioN �Ioly��g5 NEW (E)l BEYOND w/NEW I m 8 z g"- z w 2 at to- 1"21 0 zucq -?—C lu") PE z z 0 w o ti w z qb PAT v- - 15 JULY, 2004 '>c.4LQ- AS NOTED Nr"T041 —MENARA ,.),w Qr T No. m ro o oj '3 C> co co L71 m cn CD cv CD CD CD CD cn I Lo .A OJ V I 2 TYP PHD TYP PHD 2 1 I SD1 TO (E) TO (E) SD1 1 I ➢ PROVIDE OPENING AS REQ'D i 1 FOR UNDER —FLOOR ACCESS 2x6 FJ 0 12" o/c 18" x 24" f I DBL FJ UNDER WALL 1 I DBL FJ UNDER WALL 1 FIELD VERIFY I I I �-0Ell I I I I I I I I I I I I I I I t 1 I 1 DBL FJ UNDER WALL DBL FJ U ER WALL I FIELD VERIFY I 2x6 FJ 1('o/c I I 1 f I t I X. 5 r \Tut/ \.�V� 18" SQ' x 18" DP CONC PAD w/(3) #4 EW re (E) STOOP I ALL ADDITIONAL 1 CONCRETE FLATWORK I TO BE PROVIDED BY I OWNER I Ii I I i� I I� I Ii I I I c ( s.2 11 1 I� i I. t m I fOUNPATION NOTC-6: 1. FOUNDATION DIMENSIONS SHALL BE FIELD VERIFIED, BY CONTRACTOR, PRIOR TO CONSTRUCTION, IF ANY DISCREPENCIES SHOULD OCCUR, NOTIFY ENGINEER OF RECORD OR N.R.D.D. IMMEDIATELY. \2 2. ALL EXTERIOR WALLS ARE TO BE SECURED WITH 5/8" DIAMETER 2 BY 10" LONG ANCHOR BOLTS EMBEDDED AT LEASTT i" INTO CONCRETE SD1 THERE SHALL BE A MINIMUM OF TWO BOLTS PER PIECE OF FOUNDATION PLATE WITH ONE BOLT LOCATED WITHIN I' OF EA.END OF EA.PIECE. A PROPERLY SIZED NUT AND WASHER SHALL BE TIGHTENED ON EA.BOLT TO THE' PLATE. (RAMSET/REDH EAD WS1270 TRUBOLT WEDGE ANCHORS PER I.C.B.O REPORT NO.1372 MAY BE USED IN LIEU OF ANCHOR BOLTS). Ay�2 3. ALL INTERIOR SHEAR WALLS ARE TO BE SECURED WITH ANCHOR BOLTS 2 (OR ALTERNATE AS ABOVE) SPACED PER FOUNDATION PLAN Ay SD1 o� 4. INSTALL ALL SIMPSON {OR APPROVED EQUAL) FOUNDATION HARDWARE A 2 PER MANUFACTURERS RECOMMENDATIONS. DEEPEN FOOTING WHERE s.5 > sD1 NECESSARY TO PROVIDE ANCHOR EMBEDMENT AT HOLDOWN LOCATIONS. 5. PROVIDE 5 8" DIAMETER BY 12" ANCHOR BOLTS AT 3X FOUNDATION PLATES WH RE OCCURS. VERIFY WITH FRAMING PLANS. BOLTS TO HAVE 2" x 2" x 3/16" PLATE WASHERS • PROVIDE r! i SURVEY PRIOR TO FOUNDATION INSPECTION TO VERIFY LOT LINE� 7. GRADING AND FOUNDATION EXCAVATIONSTO BE INSPECTED AND APPROVED BY ENGINEER OF RECORD PRIOR TO PLACEMENT OF CONCRETE WHERE APPLICABLE: 'ICAL CQNCRETE STEM WALL / FOOTING: 8" WIDE CONC STEM WALL w/(2)#4 BARS CONT. TOP & BOTTOM. FOOTING SHALL BE 18"w x 12" dp. CONCRETE = 2500 psi @ 28 DAYS w/ TYPE V CEMENT & WATER RATIO < 0.45 NO SPECIAL INSPECTION REQUIRED REINFORCING = GRADE 60 #4 &LARGER GRADE 40 #3 &SMALLER TYPIA C-QNCSETE SLAB: 4" CONCRETE SLAB PER PLAN w/#3 ® 18" o/c EA. WAY OVER 2" SAND, OVER 10 MIL VAPOR BARRIER CONCRETE = 4500 psi @ 28 DAYS w/ TYPE V CEMENT & WATER RATIO < 0.45 NO SPECIAL INSPECTION REQUIRED REINFORCING = GRADE 60 #4 & LARGER LUMBER: GRADE 40 #3 & LARGER DOUGLAS FIR LARCH 2x & UP TO 410 SHALL BE No. 2 OR BETTER 412 & LARGER SHALL BE No. 1 OR BETTER STEE here .ppab. TUBES:!! GRADEr PLATEA1 1 1 STEEL: TYPICAL AT FLOOR 3/�' APA RATED SHEATHING (INDEX 32/16) w/ 10d NAILS @ 4" o/c BN, 6" o/c EN, 10" o/c F.N. NAILS SHALL BE RING OR SCREW SHANK TYP TYPICAL AT ROOF: D1 1 /2" APA RATED SHEATHING (INDEX 24/0) w/ 10d COMMON NAILS @ 4 o/c BN, 6"o/c EN, 12 o/c F.N. cm DESIGNATES PLYWOOD SHEAR WALL XX 0.0 DESIGNATES SHEAR WALL LENGTH (IN FEET) SEE SD2 FOR SHEARWALL SCHEDULE DESIGNATES ROOF RAFTERS �l DESIGNATES FLOOR JOISTS DESIGNATES CEILING JOISTS DESINATES JOIST HANGER AS REQ'D NOTL CONTRACTOR i VERIFY ALL ASPECTS OF CONSTRUCTIONri fSTARTING ANY CONSTRUCTION. CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY AND LIABILITY OF PROJECT DURING! PHASE. IF MY DISCREPANCIES*ARE DISCOVERED, PRIOR OR DURING CONSTRUCTION, CONTRACTOR SHALL STOP ALL WORK AND NOTIFY N.R.D.D. AND ENGINEER OF RECORD IMMEDIATELY. DIMENSIONS ARE BASED UPON FIELD MEASUREMENTS AND ANY WORK MUST BE OEW VERIFIED PRIOR TO THE COMMENCMENT OF CONSTRUCTION. 8- C� Z a` �- zw Q z C 0 o CL °v z z' 3Y 0 w N v Li z I z STAmP P4,Tr- - 15 JULY, 2004 A� AS NOTED No. f°"'-:cT041-MENARA '50C.ET No. ZE Co c�. w cn CD —, m CD ,71 CD cu CD CD CD CD CD r,- t1 w w cn co b cn 00 POST — HOLDOWN TOP OF 1st POUR L� FL. HT, POST AT HOLDOWN SCREWS PE SCHEDULE TRIMMER 0 OPENING HOLDOWN (SIMPSON MFGR) MODEL NO. NUMBER OF SCREWS „HH ANCHOR BOLT EMBED, PHD2 10 — 1/8 0 12" PHD5 14 — 5/8"o 16„ PHD6 18 — 7/8" o 18" PHD8 24 — 1/s"0 24" HD15 — (5) 1„ 11/4" 36" RADIUS OF BENT = 3 DIA. ** ExTENTION OF FREE END = 12 DIA. ASTM A36 m o THREADED ROD NOTE, AT CONTRACTORS OPTION, SIMPSON STRONG -TIE (E) RED OAK T&G FLOORING (E) 2x FLAT SUBfl00R (E) FOOTING � f 1 BN 2x PTDF CONT. LEDGER NAILED TO (Q RIM JOIST w/ (3) 16d @ 3' O/c STAGG (N) 2x F.J. PER PLAN w/" U28" b t R-19 INSUL. BATTS #4 DOWELS x 36"LON� 3f" PLYWD. FLOOR' DIAP @ 48"o/c SET 6" iNT I MAKE ALLOWANCE FOR NE (E) FTG. w/ "SIMPSON"I OAK FLOORING TO MATC SET' EPDXY I EXISTING OAK FLOORING I LEVEL U H STAB" ANCHOR BOLT MAY BE USED IN LIEU OF ; f`f.f DESIGNATED ANCHOR BOLTS. SEE I.C.BA. 4935 \ AND MANUFACTURERS CATALOG FOR ADD L INFO. -NOT ` AB. PER PLAN ("STAB" APPLICABLE AT HD20A) 1i' min. EXISTING FOOTING NEW FOOTING 1BOLT SEE FOR RAISED FLOOR SPECIAL INSPECTION REQ'D. "TYPICAL" PHD HOLDOWN 4 TYP (N) TO(E) FLOOR JOIST / FOOTING CONNEUTION AA 10'-0" - — PLUMBING OR CONDUIT TO BE GROUND LINE ;}I HELD AS HIGH AS POSSIBLE cs� O 1'-6" MIN. 1'-6" MIN. TRENCH DUAL BACKFILL PER UBC NOTES: FOR PIPES MORE THAN 3'-0" BELOW BOTTOM OF FOOTING TRENCH MAY BE BACKFILLED WITH COMPACTED FILL PER SPECIFICATION. DO NOT TRENCH BENEATH FOOTING AFTER FOOTING HAS BEEN POURED. 9" MAX, 19" MAX. 9" SrtCiriCHu�iva. NO EXCAVATION — BELOW THESE LINES _~---- -MIN. 2 BOLTSI ETA. MEMBER I 5/8"x12" DIAMETER ANCHOR BOLTS AT 4'- "o,c, MAX. (SEE SHEAR WALL SCHEDULE FOR SPACING OF ANCHOR BOLTS) WHERE PLATE IS NOTCHED OR DRILLED MORE THAN 1 /3 OF THE WIDTH OF THE PLATE, PROVIDE ADDITIONAL ANCHOR BOLTS EACH SIDE 9" MAXIMUM FROM THE EDGE OF THE NOTCH OR DRILLED HOLE. BAR SIZE 4 5 6 7 8 9 10 11 f'c GR. GR. GR. GR. GR. GR. GR, GR, GR. PSI 40 60 60 60 60 60 60 60 60 CLASS 2500 16 24 30 36 41 50 63 80 100 TOP BARS A 2500 12 18 23 27 32 38 48 61 75 BOTTOM BARS CLASS 3000 15 22 27 32 38 45 58 74 89 TOP BARS A 3000 13 17 21 25 29 35 44 57 69 BOTTOM BARS CLASS 4000 13 19 24 28 33 39150 63 77 TOP BARS A 4000 12 1 1$ 5 0 3 9 60 BOTTOM BARS CLASS 2500 21 31 39 46 54 65 82 104 127 TOP BARS B 2500 16 24 30 36 41 50 63 80 100 BOTTOM BARS CLASS 3000 19 28 35 42 49 59 75 97 116 TOP BARS B 3000 15 22 27 32 38 45 58 74 89 BOTTOM BARS CLASS 4000 16 24 30 36 43 51 65 82 100 TOP BARS B 4000 13 1 24 28 33 39 50 63 77 BOTTOM BARS NOTES: 1. TOP BARS ARE BARS WITH MORE THAN 12" OF CONCRETE BELOW. 2. WALL REINFORCING SHALL BE SPLICED AS FOR TOP BARS, BUT NOT LESS THAN 30 BAR DIAMETRES. 3. CLASS "B" LAP SPLICES SHALL BE USED UNLESS SPECIFICALLY DETAILED OTHERWISE. 4. SPLICE LENGTHS SHALL BE INCREASED BY 30% WHERE LIGHT WEIGHT CONCRETE IS USED. � TYPICAL REINFORCEMENT BAR LAP SPLICE 90%--, OPTIMUM DENSITY SLEEVE 2" LARGER THAN PIPE TYPICAL NO PIPE ALLOWED TO PASS THROUGH THIS PORTION OF FTG. 3'-0" MAX. STEP FOOTING SO THAT CONCRETE FILL DOES NOT EXCEED 3'-0" CONCRETE FILL SAME WIDTH AS FOOTING AND FULL WIDTH OF TRENCH PLACE FILL BEFORE FOOTING IS PLACED • .or � • II •!J i�lii i.•1 1 i ii 1 '1 iWil r iii'a • ���' win rim' ! IEiilf� IIIII • •film �: I,� � �:tt �•.If: (E) 2x WALL PER PLAN PHD PER PLAN PER EN (ICBO ER 5279)I. - THREADED ROD PER SIMPSON ''l`� INTO SIMPSON "SET" `"l EPDXY EN ALT: USE SIMPSON "CN" AS REQUIRED 1 \ (E) FOOTING & FRAMING ALT SEE FOR \ COUPLER & ALL THREAD f' f ,\ »F SPECIAL INSPECTION RED. Il • N Nolwr%OWN TOE FOUNDATION RAISED FLR 2 #4 DOWELS @ 12" O/c SET 6" INTO (E) WOOD POST FTG, w/ "HILTI" -- HY-150 EPDXY TYP ALL 4 SIDES (3) MIN SIMPSON COL. i� BASE CB z FG %0 REINF. PER SCHEDULE LAP PER 16 i4 S01 SD1 SI�.E &REINF. f SEE FNDN. PLAN SIMPSON "PHD" HOLDOWN PER PLAN INSTALL PER - MANUF SPECIFICATIONS R-19 INSUL. BATTS CL "SSTB" BOLT ----� z 00 4x POST PER PLAN �`' '---- EDGE NAILING FULL HEIGHT OF POST -E-N-- -4x BLK @ HOLDOWN "ALL -THREAD" SIZED PER HOLDOWN SIMPSON "CN" COUPLER NUT CONT. G.I. STUCCO SCREED #5 CONT. @ 16" o/c (2) #5 CONT AT BOTTOM #4 VERT. HOOKS @ 16"O/C ALT. BENDS 3" PAD FOOTING SCHEDULE PAD FOOTINGS WHERE OCCURS PER PLAN MARK SIZE REINFORCEMENT P2,5 2'-6" x 2'---6' x 12" (3)#4 EACH WAY P3.Y 3'-0" x 3'—Y" x 12" (3)#4 EACH WAY P3.5 3'--6" x 3'-6' x 12" (4)#4 EACH WAY P4.0 4'-0" x 4'-0" x 12" (4)#4 EACH WAY P4.5 4'-6" x 4'-6" x 12" (5)#4 EACH WAY P5.0 5'-0" x 5'-0" x 12" (5)#4 EACH WAY P5,5 5-6" x 5'-6" x 12" (6)#4 EACH WAY P6.0 6'—YH x 6'—O" x 1.4" (7)#5 EACH WAY WOOD POST TO SLAB w/PAD { PLYWD. ROOF DIAP. PER PLAN 2x RAFTERS PER PLAN 2x BLKG w/A35F @ 16"a/c 2x WALL PEF BEAM PER PLAN CEILING JOIST PER PLAN w/ 4x8 UNDER "U" HANGER TYP- R-19 MIN & w/THRUBOLT W GYP BD @ CLG TYP WALL TO BE REMOVED PER PLAN USE "U" HANGER @ (E JOISTS USE LSSU HANGER @ 'E) RAFTERS 2x BLOCKING (E) RAFTER/JOIST TO REMAIN 6d 4" MIN - `Cs 6 q NOOKS & BENDS D: DIAMETER OF BEND (MINIMUM) d=BAR DIAMETER ! D=6d FOR 2 TO #8 INCLOSIVE Li D=8d FOR 9, 10 & 11 �, D=10d FOR #14 & #18 40d FOR CONCRETE 50d FOR MASONRY 2'_0" MIN LAP SPLICES 151 TYP. KINF. BAR DETAILS CONDITION WHERE OCCURS • i! j1,�iy •1 ilil � .1 it 'i •i ii "•) A !� l �• �� ii, '>Li • �IG�� win wiin,� �� : its � E�on �Zfilm- PER PLAN 2 4 OR ADDTL. INFO J. PER PLAN �I t9 z a � h :9T* Z W - R a 0zvN 0-�h 0 oCLT °v Zz'� 0 wt2 w a Ld •� LEI -- I b 'o VDL_j F z� a .._. ® I Al 4r; a La t 4CO v in .3 LA zz Ll 1-a op lnl) co cz CIL L S Q3 .� rr E ccs L f Li -4j uo vaT� 15 JULY, 2004 L-� AS NOTED T"'-'r04l-MENARA PROVIDE 1 x STARTER BD. OR 1/2" EXPOSURE 1 PLWD. AT EXPOSED EAVES TYP. MATCH EXISTING PROVIDE (3) 1 HOLES IN 2x BLC w/G.I. INSECT SCI HOLES IN 2x BLC EVERY OTHER BU MATCH EXISTING FASCIA CONDITION FIELD VERIFY RAFTER PER PLAN W/ 1/27 CDX PLYWD. PER PLAN w/SIMPSON H1 CLIP 0 EA. RAFTER R19 MIN INSUL. TYP FLAT CLG. R30 MIN INSUL. TYP VAULTED CEILING 5/Er GYP TYP @ CLG. SIMPSON "Hl" CUPS @ RAFTER TYP (N) 2x STUD WALL PER PLAN R1 3 MIN @ EXTER WALLS TYP TYP RAFTER TO EXTERIOR WALL 1/2' CDX APA RATED 24/0 PLYWOOD DIAP PROVIDE 1x STARTER BD. OR 1/2' EXPOSURE 1 PLWD. AT FASCIA TO MATCH EXPOSED EAVES TYP. MATCH EXISTING TYP EXISTING TRUSS BY OTI TRUSS PER PLAN PFR SIMPSON A35 Wole 2x OUTLOOKER 0 24o/c TYP 2x STUD WALL BALLOON FRAMED AS REQD. MATCH EXISTING FASCIA CONDITION FIELD VERIFY TYP. SHEAR TRANSFER AT RAKE A 3X BLKG A ROOFING MATERIAL PER ELEV OVER 30# FELT OVER PLYW'D ROOF SHTG. STANDING SEAM SPLASH DIVERTER 28 GA. MIN. SEE STRUCTURAL PLANS FOR FRAMING 15 EXTEND STRAPS EA. SIDE OF OPENING A DISTANCE EQ. TO THE WIDTH OF THE OPENING OR TO END OF WALL SIMPSON CS1 6 STRAP w/ 1 Od NAILS AT 21/16 - STAGG. AT EACH CORNER OF OPENING. n 2x SILL AT OPENING E. SECTION A —A W 1. Roof Sheathing 2. Edge Nailing 3. 2x Blocking 4. 16d 0 Erox 5. Rafter or Truss Top Chord. 6. Studwall 7. 2x Blockinq 6 w/ 16d ir ox 8. Lop & Spike w/ 4-16d 9. Simp.TS22 0 Of ox 2x Blocking 10.. 4-16d per Stud 12. Simpson W q NS1 OR NS2 AS REQ'D TYP. NAIL STOP 110 HEADER SCHEDULE 10 SIZE MAX. OPENING 2x STUDS @ 161 O.C. 40 -4'-0" DOUBLE TOP PLATES 06 61-0" 4X8 8 Cr SILL PLATES 4X1O 10 2x SILL... 2- 2x WHERE OPENING 4X12 12 IS GREATER THAN 6 t—O" NOTE: WHERE STUDS ARE USED, USE LINTEL SEE SCHEDULE THIS SHEET 6X HEADER 7 T I - 2x CRIPPLE... 2-2x CRIPPLES WHERE OPENING IS GREATER THAN 81-0". 2-2x KING STUD... 1-2x AT NON —BEARING WALLS. 2x BLOCKING @ 8-Cr O.C. MAX. & AT CLG. LINES. 2-10d TOENAILS EACH 2x @ SIMPSON A35 2-16d PLUS 1-16d FOR EACH Z OF LINTEL DEPTH 12 SILL BOLTS "SEE SHEAR PANEL SCHEDULE 1 MAX. 13 16d @ 112" O.C. LATE TYP R PLAN +10'-0" AFF NOTES: NAIL SPACE @ PLYWOOD PS-1-83 STRUCTURAL I U.N.O. PLYWOOD AT DIAPHRAGM 24 MINIMUM WIDTH JOINTS TYP. (D RUN LONG DIMENSION OF PLYWOOD SHEETS ACROSS BOUNDARY -\�\ FTERS OR JOIST (PERPENDICULAR TO) JOISTS OR RAFTERS. JOIST OR RAFTER CONT. PANEL EDGE JOINTS (C.P.E.),(BN) EDGE OF--- 01 I i 1j M I 1 All 1 11 3 STAGGER PLYWOOD END JOINTS 247 MIN. 4 FRAMING TO BE ON A 4'-0r MODULE TO COINCIDE WITH THE PLYWOOD PATTERN. FRAMING SHALL BE 3x OR WIDER & NAILS STAGGERED WHERE NAILS ARE SPACED 2", 2 11Z- OR I O.C. 3 BLOCK EDGE JOINTS ONLY WHERE CALLED FOR NON FLOOR OR ROOF PLANS. SEE DETAIL "A7 BELOW. 7 FOR PLYWOOD THICKNESS, GRADE, NAILING AND AND BLOCKING SEE FLOOR OR ROOF FRAMING PLANS. MINIMUM NAILING: PLYWOOD U T B.N.--#8 @ e O.C. AT DIAPHRAGM BOUNDARY, PLATE SHEET (E.N-) LINES,CPE CHORDS, TIES AND AS NOTED INTERIOR BEARINGS (F.N.) E.N.--#8, 0 61 O.C. AT ALL BEARING ENDS AND EDGES OF EACH PLYWOOD SHEET. � --CENT,,ER LINE F.N.--#8 @ 12" O.C. (ROOF) #8 0 10" O.C. (FLOOR) OF JOIST AND AT ALL INTERIOR BEARINGS OF PLYWOOD JOINT — ------ 3x4 FLAT BLOCKING PLYWOOD SHEETS. i -i @ PLYWOODNAILS SHALL HAVE A MIN. 3/8* EDGE DISTANCE. --// '— 2-01 TOENAILS OR SHEATHING "t CLIP EACH END wrx •*,C-Typ. ewD. irs. (SEE NOTE FOR NAILING INTO WOOD MEMBER SUBSTITUTE 10d FOR #8 SMS TYPICAL PLYWOOD SHEATHING CONSTRUCTION 1 SHEAR PANEL SCHEDULE STRUCT. 1 NQTE STUDS NAILS SHALL HAVE A MINIMUM NO. PLY & BLKG. SHEAR D/8"O ANCHOR BOLT SPACING SILL NAILING 16" MIN. OF 3/8- EDGE DISTANCE. 0 EDGE VALUE (1 6d COMMON) PLYWOOD SHEET SHALL JOINTS EDGE (NAILING) FIELD STAGGERED 4 RUN PARALLEL WITH STUDS. ... .... A A BLK'G. A 1 /�r 2x 340#/FT 1 Od 0 Ir ox. I Od 0 12"o.c. 3Zox. eo.c. 2x STUDS AND @ ALL PLYWD.. JOINT .S & 5 VU.N.O. SEE SCHEDULE. B 1 I:t 3x 51 0#/FT 1 Od 0 go.c. 1 Od 0 12"o.c. 32*o.c. S'O.G. A I TOP PLATES. C 1/2" 3x 665#/FT 1 Od @ 2r ox. I Od @ 12"O.C. 16'o.c. 2"o.c. EDGE NAILING. V. STAGGERED v FIELD NAILING. 5 1 Od @ 2" o.c. zo.c. D 1/2" 3x 870#/FT STAGGERED 1 1 Od 0 12"o.c. 16'o.c. 2 ROWS 5/8"0 THREADED RODS IN SIMPSON " .REMARKS ANCHOR BOLTS ARE FOR PLYWOOD ON ONE SIDE OF WALL 77 SET ' EPDXY (ICBO 5279). EMBED=5 SEE PLAN FOR BOLTING @ WALLS, W/ PLYWD BOTH SIDES — INTO (E) CONCRETE. SEE SHEAR PANEL PARALLEL JOIST PER PLAN PERP. JOIST PER PLAN ■ as ATTACH M FOUNDATION TYPICAL AT NEW CONSTRUCTION. TYPICAL SHEAR WALL PANEL AND SCHEDULE PARALLEL. 16d @ �" � >rWALL PER PLAN (E) TR old �0 )lb I PER PLAN MPSON �'STC CLIP EA. JOIST TO )N BEADING WALL OVER TERIOR 11 ?_x TOP PLATE 4ON BEARING WALL WHERE BEAM PER PLAN kM SPLICE WHO INTAIN 50% BEA NM TO POST SIMPSON "EPC!' POST PER PLAT` SCHEDULE. MINIMUM 2 BOLTS PER PANEL 4x (U.N.O.) 0 HOLDOWN ANCHORS. NAIL PLYWOOD TO 4x W/ E.N. HOLDOWN ANCHOR. SEE PLANS AND ELEVATIONS. 10 2 1/2x2 1/2x1/4" PLT. WASHERS BETWEEN SILL PLATE NUT, TYPICAL. 11 CMST14 STRAP PER 9/- WHERE IS NOTED ON PLAN ,OOF SHTG TO cv j 14 Zw w 4; '10, 9 0 z r> "Z 0 0-!Z! z z It 0 tow w � 0) z J) w ul Z BELOW L 4- 4cx) oo; ::2Ei A, gzz�, E L l 3 r < ,�., 0 —BEAM PER PLAN )N "PC" SE CCO @ LICE PER PLAN 0 -3 1 A7 _06 P4,TF,- 15 JULY, 2004 -5CALQ- AS NOTED r4f'0-"-:CT041 -MENARA �r v.T Na 5D.2 TYP (N) R TO (E) WOOD FRAME continued: CEILING JOIST SCHEDULE (WHERE APPLICABLE): SIZE SPACING MAX. SPAN/PLASTER MAX. SPAN/GYPSUM BOARD 2x4 16"o/c 81-0" 10'-011 2X6 16"o/c 12'-0" 15"-01" 2X8 16"o/c 16'-6" 20'-0" ENGINEERED LUMBER 1. WHERE INDICATED ON PLANS ENGINEERED LUMBER SHALL BE MANUFACTURED BY "TRUS JOIST MAC MILLAN" IN ACCORDANCE WITH THE FOLLOWING REPORTS: MICRO=LAM (LVL) NER-126 TIMBER STRAND (LSL) ICBO-4979 PARALLAM (PSL) NER-292 2. ALL MEMBERS SHALL BEAR A LABEL STATING THE MANUFACTURERS NAME AND PLANT NUMBER, THE WOOD SPECIES, THE REPORT NUMBER, AND THE LABEL OF PFS CORPORATION (NER-QA251). 3. ENGINEERED LUMBER SHALL BE FABRICATED IN ACCORDANCE WITH THE FOLLOWING DESIGN STRESSES: PSL LVL LSL E (x106 psi) 2.0 1.8 1.5 F (psi) 2900 2600 2250 F (psi) 290 285 285 NAILING SCHEDULE CONNECTION NAILING BRIDGING TO JOIST, TOE NAIL EACH END...................................................2-8d 1" X 6" SUB FLOOR OR LESS TO EACH JOIST, FACE NAIL .........................2-8d WIDER THAN 1" X 6" SUB FLOOR TO EACH JOIST, FACE NAIL ......... .......... 3-8d 2" SUB FLOOR TO JOIST OR GIRDER, BLIND AND FACE NAIL......................2-16d SOLE PLATE TO JOIST OR BLOCKING, FACE NAIL.......................16d AT 16" O.G. TOP PLATE TO STUD, END NAIL ................................................ I ................. 2-16d STUD TO SOLE PLATE, TOE NAIL ................................ ..................... ............ 4-8d DOUBLED STUDS, FACE NAIL.....................................................,,16d AT 24" O.C. DOUBLED TOP PLATES. FACE NAIL.............................................16d AT 16" O.C. TOP PLATES, LAPS AND INTERSECTIONS, FACE NAIL.................................2-16d CONTINUOUS HEADER, TWO PIECES.,............................................16d AT 16" O.C. ALONG EACH EDGE CONTINUOUS HEADER TO STUD, TOE NAIL..................................................4-8d CEILING JOISTS TO PARALLEL RAFTERS, FACE NAIL...................................3-16d 1" X 8" SHEATHING OR LESS TO EACH BEARING,FACE NAIL ..................... 2-8d WIDER THAN 1" X 8" SHEATHING TO EACH BEARING, FACE NAIL .....................3-8d 1" BRACE TO EACH STUD AND PLATE, FACE NAIL....................................2-8d BUILT-UP CORNER STUDS..........................................................16d AT 24" O.C. BUILT-UP GIRDER AND BEAMS..................................................20d AT 32" O.C. AT TOP AND BOTTOM AND STAGGERED ...................2-20d AT ENDS AND AT EACH SPLICE 2" PLANKS...................................................................2-16d AT EACH BEARING JOISTS OR RAFTERS TO SIDES OF STUDS EIGHT (8)-INCH JOISTS OR LESS..........................................................3-16d FOR EACH ADDITIONAL FOUR (4)-INCHES IN DEPTH OF JOIST .................1-16d JOISTS OR RAFTERS AT ALL BEARINGS, TOE NAILS, EACH SIDE .................2-10d BLOCKING BETWEEN JOISTS OR RAFTERS TO JOISTS OR RAFTERS -- TOE NAILS, EACH SIDE, EACH END .................2-10d TO JOIST OR RAFTER BEARINGS -- TOE NAILS, EACH SIDE .................3-10d BLOCKING BETWEEN STUDS, EACH END....................2-10d TOE NAILS ..............OR 2-16d RIBBONS TO STUDS ONE (1)-INCH RIBBONS..........................•.....,.........................................2-8d TWO (2)-INCH RIBBONS ................ ......................................................... 2-16d ABBREVIATIONS A.B. ANCHOR BOLT GYP, BD, GYPSUM BOARD BLKG. BLOCKING H.D. HOLDOWN BM. BEAM HORIZ, HORIZONTAL B.N. BOUNDARY NAILING H.S.B. HIGH STRENGTH BOLT B.O.D. BOTTOM OF DECK JST JOIST C.B. CARRIAGE BOLT LT. WT. LIGHT WEIGHT G.J. CEILING JOIST MAS. MASONRY G.L. CEILING LINE M.B. MACHINE BOLT CLR. CLEAR (N) NEW C.M.U. CONCRETE MASONRY UNIT N.T.S. NOT TO SCALE COL. COLUMN O/C ON CENTER CONC. CONCRETE O.H. OPPOSITE HAND CONT. CONTINUOUS OPNG. OPENING CTR. CENTER P.J. POUR JOINT DBL. DOUBLE PLT. (FL) PLATE DO DITTO PLYWD, PLYWOOD DIA. DIAMETER P.T.D.F, PRESSURE TREATED 0 DIAMETER DOUGLAS FIR DRWG, DRAWING P.D.S.P. POWDER DRIVEN SHOT PIN (E) EXISTING R.D. ROOF DRAIN EA. EACH READ. REQUIRED E.F. EACH FACE R.J. ROOF JOIST E.J. EXPANSION JOINT RAFT. RAFTER ELEV. ELEVATION S.E. STRUCTURAL ENGINEER E.N. EDGE NAILING SHTG. SHEATHING EQ. EQUAL S.M. SHEET METAL E.S. EACH SIDE S.P. SHEAR PANEL E.W. EACH WAY SQ. SQUARE EXT. EXTERNAL SIM. SIMILAR FDN. FOUNDATION STAGG, STAGGER F.G. FINISH GRADE STL. STEEL F.J. FLOOR JOIST T.O.C. TOP OF CONCRETE F.L. FLOOR LINE T.O.M. TOP OF MASONRY F.N. FIELD NAILING T.O.P. TOP OF PLYWOOD F.O.C. FACE OF CONCRETE T.O.S. TOP OF STEEL F.O.M. FACE OF MASONRY T.S. TUBE STEEL F.O.S. FACE OF STUD TYP. TYPICAL F.P. FULL PENETRATION U.N.O. UNLESS NOTED OTHERWISE FRMG. FRAMING U.T. ULTRASONIC TESTED F.S. FINISH SURFACE VERT. VERTICAL GA. GAGE (GAUGE) W.P. WEAKENED PLANE (CONC.) GALV. GALVANIZED W.P. WORK POINT (STEEL) G.L.B. GLUE LAMINATED BEAM W.W.F. WELDED WIRE FABRIC WOOD FRAME: 1. TOP PLATE OF ALL STUD WALLS SHALL BE 2 PIECES THE SAME SIZE AS STUDS. SPLICES TO LAP 4'-0" MINIMUM AND BE NAILED WITH 12-16d MINIMUM EACH SIDE OF JOINT, 2. BOLT HOLES 1N WOOD SHALL BE 1/32" TO 1/16" LARGER THAN THE NOMINAL BOLT DIAMETER, ALL BOLTS SHALL HAVE STANDARD CUT WASHER UNDER HEAD AND NUT UNLESS NOTED OTHERWISE. 3. PROVIDE 2X SOLID BLOCKING BETWEEN JOISTS AND RAFTERS AT ALL SUPPORTS. BLOCKING SHALL BE ONE PIECE AND THE FULL DEPTH OF THE JOIST OR RAFTER. 4. PROVIDE 1 X 6 DIAGONAL LET -IN BRACING (AT APPROX. 45 DEGREES) EVERY 25'-0" MAXIMUM IN ALL STUD WALLS NOT PLYWOOD SHEATHED. BRACING SHALL RUN CONTINUOUS FROM SILL PLATE TO TOP PLATE. NAIL WITH 2-8d PER STUD AND 3-8d EACH END TO PLATES. 5. PROVIDE FIRE STOPS AT ALL INTERSECTIONS OF STUD WALLS AT FLOOR, CEILING AND ROOF. FIRE STOPS SHALL BE 2X NOMINAL THICKNESS OF WOOD AND SHALL BE THE FULL WIDTH OF THE ENCLOSED SPACE. PLACE FIRE STOPS AT A MAXIMUM SPACING OF 8'-0" IN THE VERTICAL DIRECTION. PROVIDE 2X FIRE STOPS IN ALL FURRED SPACES, VERTICAL AND HORIZONTAL, AND AT A MAXIMUM SPACING OF 8'-0" IN EACH DIRECTION AND AT THE SAME LINES AS FIRE STOPS IN ADJACENT STUD WALLS. 6. ALL BOLTS SHALL BE RETIGHTENED PRIOR TO THE APPLICATION OF SHEATHING, PLASTER, ETC. 7. EACH SHEET OF PLYWOOD SHALL BE IDENTIFIED BY A REGISTERED STAMP OR BRAND OF THE AMERICAN PLYWOOD ASSOCIATION, 8. PLYWOOD ROOF SHEATHING SHALL BE APA RATED STR. 1, UNLESS NOTED OTHERWISE. USE EXTERIOR TYPE, MINIMUM C-C GRADE, WHERE PLYWOOD IS EXPOSED TO WEATHER. PLYWOOD FLOOR SHEATHING SHALL BE APA RATED STR. 1, UNLESS NOTED OTHERWISE. ALL PLYWOOD SHALL BE GLUED WITH EXTERIOR TYPE GLUE. ALL PLYWOOD SHALL CONFORM TO LATEST U.S. PRODUCT STANDARD PS 1. INSTALL SHEATHING W/ 1/8" GAP BETWEEN SHEETS. USE T & G SHEATHING AT UNBLOCKED DIAPHRAGMS. 9. ALL WOOD BEARING ON CONCRETE OR MASONRY SHALL BE PRESSURE TREATED DOUGLAS FIR. 10. STRUCTURAL MEMBERS SHALL NOT BE CUT FOR PIPES, ETC, UNLESS SPECIFICALLY DETAILED. 11. CROSS BRIDGING SHALL BE PROVIDED AT 8'-0" O/C MAXIMUM FOR ALL JOISTS AND RAFTERS MORE THAN 8" DEEP. 12. ALL PLYWOOD NAILS SHALL BE COMMON, NAILING SHALL BE PER CHAPTER 23 OF THE UNIFORM BUILDING CODE, 13. ALL STRUCTURAL LUMBER SHALL BE DOUGLAS FIR OF THE FOLLOWING GRADES, CONFORMING TO STANDARD GRADING RULES FOR WEST COAST LUMBER, NO. 17, UNLESS NOTED OTHERWISE: RAFTERS, AND JOISTS.....................................NO. 1 & BETTER (Fb=1150psi, E=1800ksi) BEAMS AND STRINGERS...................................NO. 1 POSTS AND TIMBERS.......................................NO. 1 PLATES............................................................. NO. 1 BLOCKING, STRIPPING......................................STUD GRADE. STUDS..............................................................PER SCHEDULE BELOW. 14. WOOD STUDS MAY BE NOTCHED TO A DEPTH OF 25% OF WIDTH MAXIMUM. 15, STUDS MAY BE BORED TO 40% OF WIDTH MAXIMUM. 16. IN NO CASE SHALL THE EDGE OF A BORED HOLE BE NEARER THAN 5/8- INCH TO THE EDGE OF A STUD. 17. BORED HOLES SHALL NOT BE LOCATED AT THE SAME SECTION OF A STUD AS A CUT OR NOTCH. 18. PROVIDE DOUBLE JOISTS UNDER PARTITIONS WHICH ARE PARALLEL TO THE JOISTS, 19. PROVIDE SOLID FULL DEPTH BLOCKING UNDER PARTITIONS WHICH ARE PERPENDICULAR TO THE JOISTS. 20. USE OF MACHINE NAILING IS SUBJECT TO A SATISFACTORY JOB SITE DEMONSTRATION FOR EACH PROJECT AND THE APPROVAL BY THE PROJECT ARCHITECT OR STRUCTURAL ENGINEER. THE APPROVAL IS SUBJECT TO CONTINUED SATISFACTORY PERFORMANCE. MACHINE NAILING WILL NOT BE APPROVED IN 5/16" PLYWOOD. IF NAILHEADS PENETRATE THE OUTER PLY MORE THAN WOULD BE NORMAL FOR A HAND HAMMER OF IF MINIMUM ALLOWABLE EDGE DISTANCES ARE NOT MAINTAINED THE PERFORMANCE WILL BE DEEMED UNSATISFACTORY, 21. UNLESS NOTED OTHERWISE ALL NAILS USED IN CONSTRUCTION OF THIS PROJECT SHALL CONFORM TO: PENNY PENETRATION DIAMETER WEIGHT INCHES INCHES 8d 1 1/2 0.131 10d 1 5/8 0.148 16d 1 3/4 0.162 20d 2 1 /8 0.192 EXTERIOR STUD SCHEDULE STUDS AT 16" O.C. GRADE MAX. HT. 20 DF #2 7'-9" ())2x4 DF #2 9'-9" 20 $•-1 a (2)2x4 OF #1 101-2u 2x6 DF #1 12 -9 11 (2)2x6 DF #1 16'-0" 2x8 DF #1 16'-9" (2)2x8 DF #1 21'-1" LINTEL SCHEDULE WIDTH OF OPENING LINTEL SIZE BEARING 4'-0" OR LESS ------------------- 4xSTUD WIDTH 4'-0" TO 6'-011 ------------------- 6xSTUD WIDTH 6'-0" TO 8'-011 ------------------- 8xSTUD WIDTH NON -BEARING 3'-0" OR LESS ------------------------ 2-2x4 3'-0" TO 61-011 ------------------------ 2-24 LINTELS IN SCHEDULE TO BE USED FOR ALL OPENINGS UNLESS OTHERWISE SHOWN ON DRAWINGS. OWNERSHIP OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND OTHER WORK PRODUCT OF THE DESIGNER/ENGINEER FOR THIS PROJECT ARE INSTRUMENTS OF SERVICE FOR THIS PROJECT ONLY AND SHALL REMAIN THE PROPERTY OF THE DESIGNER/ENGINEER WHETHER THE PROJECT IS COMPLETED OR NOT. REUSE OF ANY OF THE INSTRUMENTS OF SERVICE 01= THE DESIGNER/ENGINEER BY THE OWNER ON EXTENSIONS OF THIS PROJECT OR ON ANY OTHER PROJECT WITHOUT THE WRITTEN PERMISSION OF THE DESIGNER/ENGINEER SHALL BE AT THE OWNERS RISK AND THE OWNER AGREES TO DEFEND, INDEMNIFY AND HOLD HARMLESS THE ENGINEER FROM ALL CLAIMS, DAMAGES, AND EXPENSES INCLUDING ATTORNEY'S FEES ARISING OUT OF SUCH UNAUTHORIZED REUSE OF THE DESIGNERS/ENGINEER'S INSTRUMENTS OF SERVICE BY THE OWNER OR BY OTHERS ACTING THROUGH THE OWNER. CONCRETE 1. NO PIPES OR DUCTS ARE TO BE PLACE IN CONCRETE SLABS OR WALLS UNLESS SPECIFICALLY DETAILED. 2. AGGREGATES SHALL BE NATURAL SAND AND ROCK CONFORMING TO ASTM C33. 3. STRENGTH OF CONCRETE SHALL BE AS FOLLOWS: FOOTINGS ...........................150 PCF F'C = 2500 PSI AT 28 DAYS. SLABS ON GRADE..............150 PCF F'C = 2500 PSI AT 28 DAYS. WALLS.................................150 PCF F'C = 2500 PSI AT 28 DAYS, COLUMNS............................150 PCF F'C = 2500 PSI AT 28 DAYS, BEAMS................................150 PCF F'C = 2500 PSI AT 28 DAYS. 4. CONCRETE FOR FLOOR TILE BASE SHALL BE 1/4" "WONDER -BOARD" OR CEMENT BACKER BOARD AS REQ'D. 5. REBAR LAP SPLICES PER TYPICAL DETAILS. 6. SPLICES IN HORIZONTAL REBAR IN WALLS AND FOOTINGS SHALL BE STAGGERED 4'-0" O.C. MIN. 7. MINIMUM CONCRETE COVERAGE: THE FOLLOWING MINIMUM CLEAR DISTANCES BETWEEN REINFORCING STEEL AND FACE OF CONCRETE SHALL BE MAINTAINED UNLESS NOTED OTHERWISE. SLABS ON EARTH...........................................................CENTER OF SLAB CONCRETE BELOW GRADE, FORMED........................................................2" CONCRETE BELOW GRADE, UNFORMED (POURED AGAINST EARTH) ....... 3" BEAMS..,.,.........................................................................................1-1 /211 COLUMNS........................................................,.....................•..........1-1/2„ STRUCTURAL SLABS................................................................................1 WALLS ABOVE GRADE, EXTERIOR FACE ................... ....................... 1-1 /2" WALLS A13OVE GRADE, INTERIOR FACE ........................................... " 8. DOWELS 0' OR WALLS SHALL BE THE SAME SIZE SPACING AS THE WALL REINFORCEMENT AND SHALL LAP WITH THE WALL REBAR AS NOTED ABOVE UNLESS NOTED OTHERWISE. 9. REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 40 FOR #4 AND SMALLER AND GRADE 60 FOR #5 AND LARGER. WELDED AND GRADE BEAM REINFORCING STEEL SHALL CONFORM TO ASTM A706. 10. REINFORCING FABRIC SHALL CONFORM TO ASTM A185. t 11. ANCHOR BOLTS, DOWELS, INSERTS, ETC. SHALL BE SECURELY TIED IN PLACE PRIOR TO THE POURING OF ANY CONCRETE OR GROUT, 3 12. WELDING OF REINFORCING STEEL (A706) SHALL CONFORM TO AWS D1,4 USING PROPER r9OXX LOW HYDROGEN ELECTRODES. 13. CEMENT qHALL BE PORTLAND CEMENT CONFORMING TO ASTM C-150, TYPE V LOW ALKI LI. WATER / CEMENT RA110 � 0.45 NOTE - ALL PLUMBING CODE . ! THE 1997 UNIFORM MECHANICAL CODE, ! THE +96 NATIONALfl N THESE PREPARED BASED UPON AEASUREMENTS lBy yy. yy f SHOULD SHOWN11SCREPANCIES BE DISCOV, OR CONDITIONS SHOW OTHER THAN THAT !. ALL !. AND NOTIFY N.R.D.D. IMMEDIATELY. AND 198 ENGINEER OF RECORD ALL CONDITIONS ! OR NOTED AS f BASED ON .11 FORMATION "x OF PREPARATION 1 THESE DRAWING'S. NO WARRANTY IS IMPLIED AS TO THE ACCURACY OF THE SAME, HOOM AND CONTRACTOR IS TO FIELD VERIFY ALL CONDITION& SHOULD CONDITIONS BECOME• ' M DIFFER .!, THE CONDITIONS SHOWN HEROSHALL BE BRO! THE IMMEDIATE! OF DESGNER/ENONEER. THE NEEDED1ESIGNER/ENGINEER WILL THEN PREPARE ADD11IONAL DRAWINGS AS MAY BE f ACCOMMODATE THE COND11IONSBROUGHT TO THORff- ! : Iwo 1110,11 NOTE: TRUSS MANUFACTURER SHALL SUBMIT TRUSS PLAN LAYOUT DETAILS & CALCULATIONS TO THE ENGINEER OF RECORD, AND GOVERNING BUILDING DEPT. PRIOR TO FABRICATION OF INSTALLATION FOR APPROVAL.; A. PRIOR TKO FABRICATION PROVIDE CALCULATIONS AND SHOP DRAWINGS FOR ENGINEER'S APPROVAL. B. DESIGN ;LOADS: DEAD LOAD------------------- SEE LIWE LOAD------------------- ENGINEERING WIND UPLIFT------------------ CALCULATIONS C. WHERE MEMBERS, OTHER THAN THOSE DETAILED, ARE PROPOSED THE CONTRACTOR PROPOSING THE CHANGE SHALL MAKE ARRANGEMENTS WITH THE STRUCTURAL ENGINEER TO HAVE THE CONTRACT DRAWING REVISED TO ACCOMODATE THE PROPOSED MEMBERS. THE CONTRACTOR WILL BE CHARGED FOR THE REQUIRED REVISION. D. PREFABRICATED MEMBERS SHALL BE FABRICATED IN AN APPROVED PLANT. GENERAL 1. THE FOLLOWING NOTES AND TYPICAL DETAILS APPLY TO ALL DRAWINGS UNLESS NOTED OTHERWISE. 2. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH DESIGNERURAL, MECHANICAL, AND ELECTRICAL DRAWINGS. 3. FRAMING CONDITIONS NOT SPECIFICALLY SHOWN SHALL BE FRAMED SIMILAR TO THE DETAILS SHOWN FOR THE RESPECTIVE MATERIALS. 4. PROVIDE OPENINGS AND SUPPORTS FOR MECHANICAL EQUIPMENT, DUCTS, PIPING, VENTS, ETC. AS REQUIRED. REFER TO DESIGNERURAL AND MECHANICAL DRAWINGS FOR ADDITIONAL OPENINGS AND EQUIPMENT NOT SHOWN ON STRUCTURAL, ALL SUSPENDED EQUIPMENT TO BE PROVIDED WITH APPROVED LATERAL BRACING. 5, ALL CONSTRUCTION AND WORKMANSHIP SHALL CONFORM TO THE 1997 UNIFORM BUILDING CODE (UBC). OR LATEST ADOPTED EDITION. 6. CONTRACTOR MUST VERIFY All. DIMENSIONS AND SITE CONDITIONS BEFORE STARTING WORK. N.R.D.D. or ENGINEER SHAG BE NOTIFIED OF ANY DISCREPANCIES IMMEDIATELY & BEFORE WORK PROGRESSES 7. THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. UNLESS OTHERWISE SHOWN, THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR/OWNER SHALL SUPERVISE AND DIRECT THE WORK AND HE SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES. OBSERVATION VISITS TO THE SITE BY FIELD REPRESENTATIVES OF THE DESIGNER/ENGINEER SHALL NOT INCLUDE INSPECTIONS OF PROTECTIVE MEASURES OR THE CONSTRUCTION PROCEDURES REQUIRED FOR THE SAME. ANY SUPPORT SERVICES PERFORMED BY THE DESIGNER/ENGINEER DURING CONSTRUCTION SHALL BE DISTINGUISHED FROM CONTINUOUS AND DETAILED INSPECTION SERVICES WHICH ARE FURNISHED BY OTHERS. THESE SUPPORT SERVICES PERFORMED BY THE DESIGNER/ENGINEER, WHETHER OF MATERIAL OR WORK, AND WHETHER PERFORMED PRIOR TO, DURING OR AFTER COMPLETION OF CONSTRUCTION ARE PERFORMED SOLELY FOR THE PURPOSE OF ASSISTING IN QUALITY CONTROL AND IN ACHIEVING CONFORMANCE WITH CONTRACT DRAWINGS AND SPECIFICATIONS, BUT THEY DO NOT GUARANTEE CONTRACTOR'S PERFORMANCE AND SHALL NOT BE CONSTRUED AS SUPERVISION OF CONSTRUCTION. 8. CONTRACTOR SHAM NOTIFY STRUCTURAL ENGINEER OF ALL DISCREPANCIES BETWEEN GENERAL NOTES AND DETAILS ON DRAWINGS PRIOR TO FABRICATION AND/OR CONSTRUCTION. 9. DESIGN, MATERIALS, EQUIPMENT AND PRODUCTS OTHER THAN THOSE DESCRIBED BELOW OR INDICATED ON THE DRAWINGS MAY BE CONSIDERED FOR USE, PROVIDED PRIOR APPROVAL IS OBTAINED FROM THE OWNER, DESIGNER, ENGINEER AND THE APPLICABLE GOVERNING CODE AUTHORITY. 10. PROJECT SHALL COMPLY WITH 2O01 CALIFORNIA STANDARDS CODE (2001 CBC, CIVIC, CPC & CEC) & LOCAL ORDINANCES SPECIAL STRUCTURAL OBSERVATION -where required: IN ACCORDANCE WITH THE 1997 UBC, THE OWNER SHALL EMPLOY THE STRUCTURAL ENGINEER OF RECORD TO PERFORM THE FOLLOWING STRUCTURAL OBSERVATIONS PRIOR TO CLOSING IN, A. PLACEMENT OF REINFORCING IN CONCRETE AND/OR MASONRY. B. INSTALLATION OF HOLDOWNS, WALL ANCHORS AND DRAG TIES. C. NAILING OF SHEARWALLS AND HORIZONTAL DIAPHRAGMS. SPECIAL OBSERVATIONS DO NOT WAIVE THE RESPONSIBILITY OF THE CONTRACTOR FOR TOTAL COMPLIANCE WITH THE CONTRACT DOCUMENTS AND ARE IN ADDITION TO INDEPENDENT INSPECTIONS REQUIRED PER UBC SECTIONS 1701 AND 1703 AS DESCRIBED ABOVE. FOUNDATIONS 1. FOUNDATIONS SHALL BE THE SIZE AND TYPE AS INDICATED ON THE DRAWINGS. 2, ALL EXISTING FILL SOIL AND DISTURBED NATURAL SOILS ARE TO BE EXCAVATED AND REPLACED WITH PROPERLY COMPACTED FILL. ALL FILLING, BACKFILLING, RECOMPACTION, ETC. IS TO BE ACCOMPLISHED ONLY UNDER THE SUPERVISION OF A SOILS ENGINEER, 3. FOOTINGS ARE TO BE CARRIED A MINIMUM OF 12" BELOW GRADE AT EXTERIOR FOOTING, 12" AT INTERIOR FOOTING INTO UNDISTURBED NATURAL SOIL OR APPROVED COMPACTED FILL. *` A 4. DESIGN BEARING PRESSURE IS 1000 PSF WITH A 33% INCREASE FOR SEISMIC OR WIND LOADING. 5. DESIGN LATERAL BEARING PRESSURE IS 20 PSF/FT. WITH 33% INCREASE FOR SEISMIC OR WIND LOADING AND A 200% INCREASE FOR ISOLATED POLE TYPE FOOTINGS. 6. DESIGN COEFFICIENT OF FRICTION IS 0.35 WITH A 33% INCREASE FOR SEISMIC OR WIND LOADING. 7. ALL WATER PROOFING OF RETAINING WALLS SHALL BE COMPLETED PRIOR TO BACKFILLING. 8. DESIGN CRITERIA: CODE: 1997 EDITION OF THE UNIFORM BUILDING CODE. LATERAL: SEISMIC ZONE 4 SEISMIC SOURCE B SOIL PROFILE SD DISTANCE TO FAULT > 1Okm WIND EXPOSURE C, 70 MPH. 9. ALL SHEAR HARDWARE AND ANCHOR BOLTS WITH NON-STANDARD SPACING, SHALL BE TIED IN PLACE AT FOOTING INSPECTION. Z o R U? w z d ZWmo pz•vC-, o -f- n Im °v Z z,� 0 v W Z z 4 Z J P G1. x 4 -N �?,yZCE • V 2 05 GL � �06 L tot d \`�}LA w M a � RATE: 15 JULY, 2004 SCAB AS NOTED N ""'-:'7041-MENARA '-11E6T No. Certificate of Compliance: Residential . (Part 1 of 2) CF-1 R Menara Residence E [stir + Addition) 3/912005 Project Title Date m-et Santa Ana Project Address Building Permit Title 24 Energy Consultants 619595-7891 Plan Check I Dace Documentation Author Telephone Computer PE'&ance 8 Field Check Date Compliance Method IPacksge or Ceom uter Climate Zone Enforcement Agency Use On GENERAL INFORMATION Total Conditioned Floor Area: _ 1,2471f Average Ceiling Height: 8,() ft Total Conditioned Slab Area: _ 0 fe Building type: (check one or.rrmore) Q Single Family Detached D Addition Single Family Attached ❑ Existing Building El Multi -Family ® Existing Pius Addition Front Orientation: tin 180 E Floor Construction Type. [:] Stab Floor Number of Ming Units: 1.00 Number of Stories: Raised Floor Frame Location/Comments R 13 9VW& Fkl- I _Opal SYram B-13 WAI tW.1&U4.16) Wgpg 0.068 E�erior Wag R-19 Roof (R,19.M.1-6) _ tYVViwd Q51 Exterior Roof R-0 FIM .ii,2u6.16 Wood 0.242 Exterior Fim I ©ver Open Space R-0 Waif M.0.2x4.16} Wood ExtedorWal _ _{I,� Orientation Area er M. r , , •�. Right (EMQ r n e r Bug '1a. , . figim 0.80 Bug Save-n ■ � ■ l ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ Mandatory Measures Checklist; Residential (Page 1 of 2) MF-1 NOTE: Lowrise residential buildings subject to the Standards must contain these measures regardless of the Compilance approach used. Items marked %fth an asterisk (') maybe superseded by more stringent compliance requirements listed on the Cartiflegsof Compitanc e. When this checklist Is Incorporated into the permit documents, the tenures noted shaft be considered by all panes as minimum component perfarm*nt e specillications for the mandatory measures whetter they are shown elsewhere In the documents or an this checklist only. DESCRIPTION instructions: Check or Initial applicable boxes or enter NIA if not applicable. DESIGNER ENFORCEMENT Building Envelope Measures '6150(a}: Minimum R 19 calling insulation. 111500* Loose fill insulation manula ctur ar"s labeled R Valne. kilnimum R--13 wall Insulation In woad framed w s; or equivalent U-value It metal frame walls (dries not apply bin exterior mass wans), [!r<-I *615D(d): Minimum R 13 raised floor insulation in Gamed doors or equivafant. E]5130(tj: Slab edge insulation - water absorption rate no greater than 0.3%. water hrapor traasamission rate no greater than 2.0 po wdinch. file; Insulation specified or installed meets insulation quality standards. indicate type anti form. ® � 116.17: Fence Products, Exterior tmoots stet fril8ttattonlExfiittation Cattrais 1. Doors and windows between conditioned and unconditioned spares designed to limit air leakage. 2. Fenestration products (ocept field fabricaded) have label with aerated U-Fatcxar, certified Solar Had Gain CodifisCient (SHGC), and infiltration 060cation. 3. Exteriordoors and windows weettherstripped; all joints and penetrations caulked and sealed, iti50(gy Vapor barriers matdatoryin CilmatsZones 14 and 16 only. $160(f} Special infiltration barrier installed to c ompdy with Section 151 meets Commission quality standaMa. G 150(ek fnstelladon d Frrpiaces, Deronelivs Gas Appliances and Gas Logs, 1. Masonry and factory -built fireplaces haw: aw Closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. Space Conditioning, Water Heisting and Plumbing System Measures f ilowl& HVAC equipment, water heaters, showerhaids and faucets cartille i by the Commission. §160(h): Hosting andlor cooling loads calculated in accordance with ASHRAE, SMACNA orACCA. setback thermostat on all applicable heating and/or coding systems. §1500Y Pipe and Tank Insulation At 1. Storage gas water heaters rated with an Energy Factor less than 0.58 must be externally wrapped with Insulation having an installed thermal resistance of R-42 or greater. 2. First 5 teal of pipers crosest to water hater tank, non -recirculating systems, Insulated (R-4 or greater) 3. Backup tanks for solar system, unfired storage tanks, or other indirect hot water tanks have R-12 saaamal Insulation or R-16 combined internal/external insulation. 4, All buried or exposed piping insulated in recirculating sections of hot water systems. 5, Coding system piping below 55 degrees F. insulated. 6. Piping.insulating between heeling source and Indirect hot water tank, 1 i Energypro 3.1 By EnergySoft User Number: 1S62A Job Number. 05-092 _ P :6 of20 + Certificate of Compliance: Residential Part 2 of 2 CF-1 R aR Menara Residence(Existing + Ad 'ion IR 3/9/2Q05 Project Title Dabs HVAC SYSTEMS Note: Input Hydronlo or Combined Hydronic data under Water Heating System, *xc*W Design Heating Ltead. Distribution Heatin E tat rnent Minimum 9Zu p Type and Duct or Type( mace, heat Efficiency Location Pi in 'Thermostat Location 1 pump, etc.) AFUE/HSPF) ducts, attic, etc. R1Ilahae Type Comments _ Conical Elm- 09% AFUE puniq in Attic 4,2 SsItkad Nam FAIJ n Cooling Equipment Minimum Duct Type (dir conditioner, Efficiency Location Duct Thermostat Location f heat pump, evap. cooling) (SEER) (attle, etc.) R Value Type Comments No CaoT 9 10.0 SEER Setback hNihammw E At I a WATER HEATING SYSTEMS 1 Rated 1 Tank Enemy Fact. Extemal Water Heater Water Heater Distribution # in Input Cap, or Recovery Standby Tank insul. System Name Type Type S t. Btuthr (61) Efficiency Lass o R-Value Stfrndant tams 50 gal or I WA SMall Gas Standard 1u{o-tiilQ-ice ._ ._ 51A n-62 . .._..till.. 32 1 For small gas storage (rated Inputs of less than or equal to 76,000 Btuihr), elecbic � and heart pump wader heaters. list energy factor. For large gas storage water heaters (rated input of grater than 76.000 Btulhr}, list Rated input, Recovery Efficusncy and Standby Loss. For instantaneous gas water heaters, list Rated Input and Recovery Efficiency. This certificate of compliance fists the building features and performance specifications needed. to comply with Title 24, Parts 1 anal 8 of the Califomle Code of Regulations, and the administrative regulations to Implement thorn. This certficate has been signed by the Indivlduai with overall design responsibility. The undersigned recognize that compliance using duct sealing and TXV's requires installer testing and certification and field verlication by an approved HERS rater. Designer or Owner (per Business & Professions code) Documentation Author Name'. Name: QM Schneider 71de/Firm: Nitsen Rasldentiai Design s T)eveklpment TI#lelFitm: Title 24 Enemy Cransuitan#s _. Address: 17832Bialim Park Address: 1010 Second Avenue Suite 120-5 _ T-usI } , CA 92780 San D o CA 92101 _ Telephone: 714-336 9488 Telephone: 7aa i_ Lic. #: (signature) (date) signatunep � (date) Enforcement Agency Name; TdielFirm: Address: Telephone: s natiuntlstam __ date Energypro 3.1 By EnergySoft _ _ user Number. 1582A Job Number. 05-092 Page.4 of 20 Mandatory Measures Checklist: Residential (Page 2 of 2)_ MF-1 R NOTE' Loomis w4derWO buildings Subject to the Standards must contain these measuree regardless of the compliance approach used, fteme marked with an asterisk () may be superseded by moo stringent compliance requirements meted on the CerNkete of Compliance. When this checidist ie worporsted into the permit documents, the faahm noted shot be considered by all parties as minimum component Ica' saeeif scion for the mandatory measures whether they are shown elsewhere In the documents or an this checklist only. DESCRIPTION instructions: Check or initial applicable boxes or enter NIA 9 not applicable. DESIGNER ENFORCEMENT Space Conditioning, Water Heating and Plumbing System Measures: (continued) *1154(my Duds and Farts 1, At duds and plenums installed, sealed and insulated to meet the requirements of the 1 M CMC Sections 601, 00, d04 and Standard L04, ducts insulated to a minimum installed !&veil of R-4.2 or enclosed entirety In cnoMiltiioned space. Openings shall be sealed with mesh ,taps. aerosol sealant, or other duct-dasure system that rnesfs the s ppo able requirements of UL1 St , ULI S1A, cr UL1S18. If mastic or tape is used to seal openings greater than 04 ", the combination of mestfc and eMw mesh or tape shah be used. Building cavities shelf not be used for conveying conditioned air. Joints and seams d duct systems and their components shard not be sesied with cloth back rubber adhesive duct tapes carless such tape Is used In combination with mastic and draybands. 2. Building cavities, support platforms trr air handlers. and plenums derkted or canstmeted with materials other Man seated sheet metal, dud board or tiehdble duct shall not be used for conveying conditioned ned sir. Building cavities and support platforms may contain duds. Duds Installed its c.rAft and support platforms shall not be comWessed to cam reductions In the mat area of the duets. 3. Joints and seems of duct systems and their components shall not be staled with .cloth back rubber adhesive duct tapes unless such a tape is used In combination wits mastic and draerbands, 4. Exhaust fen systems have back dm ft or automatic danpam S. Gravity ventilation systems serving conditioned space have eeherautomatk or readily a c essibb. manually operated damper. S. Protection of insulation. Insulation shall be protected from damage, Including that due to sunlight, moisture, equipment nanniennance, and wind but not limited tothe following: insulation exposed to weather shall be suitable for outdoor service e.g., protected by aluminum, shot moat pointed canvas, or plastic cow. COW* foam Insulation shall be proteded as above or painted with a ousting that is water retardant and provides shNNding from solar radiation that can cause degradation tithe material. F ❑ 114: Pod and Spa Hoeft Systems end Equipment 1. Caroled vAh 78% thomW effCoiency, orrolf switch, v eethe iptoperadng inatmetiIons, no sl)cdit resistance healing, and no pilot, 2, System Is Installed with at Isom 3W of pipe between Mar and healer for future solar, cover for outdoor pools or a. At least W of pips between Eater and heater for future solar healing. b. Curer for outdoor pools or outdoor spas. 3, Pod system has directional Inlets and a cirruiatkn pump time switch. 6115: Gas fled car** furnaces, pool heaters, spa heaters or household cooking appliances have no R continuously burning pilot light. (Exception: Non -electrical cooking appliances with plot < 150 Biulhr) � t 18 (t?: Cod Rost rnaterlal meet � crier[$ Lighting Measures 1150(k)i: Luminaires for general lighting In kitchens shall have lamps with an efficacy 4O lumenshvett or greaterfor general lighting in k'dchens. This general lighting shall be controlled by a swilch on a readily accessible lighting Control panel at an entrance to the kitchen, 1150(k)2: Rooms with a shower or bathtub must have either at West one fuminale with tamps with an dicacy of 40 lumensMati or greeter switched at the entrance to the room or One of the alternative to this requirement allowed In Section I50(k)2.; and recessed calling fixtures are IC (insulation cover) approved. 3.1 By EneMy$a User Number: 1562A � Job Number, 05-092 P89e:7 of 20 Special Features and Modeling Assumptions The local enforcement agency should pay special attention to the Reno specified In this checklist. These items require $pact*[ written justification and documentation, and special veriticstion to be used with the performance approach. The local enforcement agency determinss the adequacy of the Juaf3ficatksn, and may reject a building or design that otherwise complies naaea on the *eifequacy or the special juson soon sna aoeumentsoon s4mmtttea. I plain Flom The DHVV Slrstem "Standard Gas 50 gal or Less" Energy Factor = 0.525, An EF below 0.58 reclines an R 12 External Blanket. HERS Required Verification These feattures must be confirmed and/or touted by a certified HER$ rater under the supervision of a CEC approved HERS provider: The HERS rater must document the fleld verification and diagnostic Nesting of these manures on a form OF-GIL Plan Flaid I EnergyPro 3.1 By EnergySoff user Number: 1562A Job Number 0"92 Psaws of 20 i C9 Z a W Z Li 0 Z U Z °v ZZ�� cli z W Z t.1 a _J L1i F- 1 11 7Z F- r.J Mob- '''t....J U° {Q� �lla I.:- co Zco ., d r \ �s r a t _ 1 PATr: 15 JULY, 2004 5CA1-9- AS NOTED 0-0-jrCT041-MENARA f SI.iE.CI" Plc. r T24 c X c� w Cn f� ro 0 0 C.n N M m cn ro M co b w LO .r, co M