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VICINITY MAP z, S. SA TA ANAIL HOTEL TERRACE DR 1 Fa � I 4i ` n n YOUNG ST.POL Q If Enbaw @S �► "` E. DYER RD µ*a Iggil v z ¢ o Y s 55 a En Q CC-) �..-,.. r _on PRU J ECT DATA --.........., Project Address: 1325 EAST DYER ROAD SANTA ANA, CALIFORNIA 92705-5615 Governing Codes: 2001 CALIFORNIA BUILDING CODE o)2 5DRoad Existing Guest Rooms 300 Existing Parking: UNCHANGED, STALL WIDTH MODIFIED (SEE SHEET A2 } os New Cogeneration A n C C=== San a a a if 0 n Plant Bldg Are�� f 32fl 5F. ��.rJ IF'"}��4t ti��`Tig�i..� ;ry d'dR Ik��'a�d�0 Type of Construction: V My , t } ii 1 Z Occupancy: S-2 DISCR, A' DeciW Rating 65 db (AT PROPOSED BUILDING) � � �w� g,:... a PLANNING FINAL, mow, �..O a 2. �0 � ABBR�VIATIC}N AND SYam�01=jwlh'� x � U � �4. � ���� DRAWING INDEX A.C. ASPHALTIC CONCRETE CONT CONTINUOUS F FAHRENHEIT HW HOT WATER N NORTH REPL REPLACE T.O.L. TOP OF LEDGER heeNo, Title u A.C. AIR CONDITIONING CONST CONSTRUCTION FAU FORCED AIR UNIT NAT NATURAL REQD REQUIRED T.O.S. TOP OF SHEATHING AC ALTERNATING CURRENT CONTR CONTRACTOR F.D. FLOOR DRAIN I IRON NEC NATIONAL ELECTRIC CODE REQT REQUIREMENT TOW TOWARD TITLE SHEET, PROJECT DATA, PROJECT PARTICIPANTS, VICINITY MAP, < ACT ACTUAL CORR CORRUGATE FDN FOUNDATION IN INCH NOM NOMINAL REV REVISE THRU THROUGH < ADD ADDITION C.T. CERAMIC TILE FF T DRAWING INDEX AND CONCEPT STATEMENT cn FINISH FLOOR INCL INCLUDE NTS NOT TO SCALE RF ROOF TRANSF TRANSFORMER ADH ADHESIVE CTR CENTER, CENTRAL, COUNTER FG FUEL GAS IND INDUSTRIAL NO NUMBER RJ ROOF JOISTS TUB TUBING AGG AGGREGATE CU CUBIC FIG FIGURE INS INSULATION RM ROOM TYP TYPICAL v . AISC AMERICAN INSTITUTE CW COLD WATER FIN FINISH 1NT INTERIOR OB OBSCURE RR ROOF RAFTERS OF STEEL CONSTRUCTION FIX FIXTURE O.C. ON CENTER R/W RIGHT OF WAY U URINAL ��� EXISTING SITE PLAN, GENERAL NOTES ALLOW ALLOWABLE, ALLOWANCE d PENNY (NAILS, ETC.} FJ FLOOR JOIST JT JOINT OFF OFFICE UL UNDERWRITERS LABORATORIES A - PARTIAL DEMOLITION AND NEW SITE PLANS AL ALUMINUM DB DECIBEL FL FLOOR O.H. OVERHEAD S SOUTH U.N.O. UNLESS NOTED OTHERWISE AMP AMPERE DBL DOUBLE FL FLASHING K.D KNOCK DOWN OPEN'G OPENING S. & P, POLE AND SHELF �� PLANS OF COGENERATION PLANT BUILDING AND TRASH ENCLOSURE APP APPROVED DC DIRECT CURRENT FLR FLOOR KITC KITCHEN OPP OPPOSITE SCH SCHEDULE V VENT APT APARTMENT DEG DEGREE FLUOR FLUORESCENT K.O. KNOCKOUT SECT SECTION V VOLT A-4 ELEVATIONS AND SECTIONS OF COGENERATION PLANT BUILDING v APPX APPROXIMATE DIAL DIAGONAL, DIAGRAM F.O. FACE OF KW KILOWATT PAR PARALLEL SEP SEPARATE VAC VACUUM AND TRASH ENCLOSURE r ASTM AMERICAN SOCIETY DIAM DIAMETER F.Q.S. FACE OF STUD PAR PARAGRAPH SH SHELVES VERT VERTICAL FOR TESTING MATERIALS DIM DIMENSION F.O.W. FACE OF WALL L LEFT PCF POUNDS PER CUBIC FOOT SHT SHEET VOL VOLUME A-5 ENLARGED BUILDING SECTION AND DETAILS rs7 AUTO AUTOMATIC DIV DIVISION FT FEET LAB LABORATORY PERP PERPENDICULAR SHTG SHEATHING VTR VENT THROUGH ROOF o AWG AMERICAN WIRE GUAGE DL DEAD LOAD FTG FOOTING LAM LAMINATED PG PAGE Sim SIMILAR A"6 DETAILS DN DOWN G GAS LAV LAVATORY PH PHASE SL SLIDING W WATER LINE BETW BETWEEN DO DITTO GA GAGE, GAUGE LB POUND Pi PHONE JACK SL SLOPE W WEST BD BOARD DR DRAIN GAL GALLON LG LONG, LENGTH PL PLATE, PROPERTY LINE SM SMOOTH W WATT BDRM BEDROOM DRWG DRAWING GALV GALVANIZED S-1 GENERAL NOTES LIN LINEAR PNL PANEL SPEC SPECIFICATION W WIDTH o BLDG BUILDING DS DOWNSPOUT GAR GARAGE LL LIVE LOAD PR PAIR SQ SQUARE W/ WITH S--1p1 GENERAL NOTES F BM BEAM D.W. DISH WASHER G.B. GYPSUM BOARD LP LAMINATE PLASTIC PSF POUNDS PER SQUARE FEET ST STREET W/O WITHOUT a� BRG BEARING GFI GROUND FAULT INTERRUPTED MATL MATERIAL PSI POUNDS PER SQUARE INCH STD STANDARD WC WATER CLOSET S-2 FOUNDATION/ROOF FRAMING PLANS a B. S. BOTH SIDES E EAST GI GALVANIZED IRON MAX MAXIMUM PREF PREFABRICATED STL STEEL WD WOOD U BTU BRITISH THERMAL UNITS EA EACH GL GLASS MC MEDICINE CABINET PROJ PROJECT STOR STORAGE WDW WINDOW S-3 STRUCTURAL DETAILS EL ELEVATION GLB GLUE LAMINATED BEAM MED MEDIUM PT PAINT STIR STRUCTURAL WH WATER HEATER- STRUCTURAL DETAILS CAB CABINET ELECT ELECTRICAL GOVT GOVERNMENT MECH MECHANICAL PT PART SUB SUBSTITUTE Wl WROUGHT IRON CER CERAMIC ELEV ELEVATION GR GRADE MEMB MEMBRANE PTN PARTITION SURF SURFACE WP WEATHERPROOF CFM CUBIC FEET PER MINUTE ENGR ENGINEERING GYP GYPSUM v° MET, MTL METAL SW SWITCH WS WEATHERSTRIPPING C.I. CAST IRON ENGINEER MEZZ MEZZANINE R RIGHT SYM SYMMETRICAL WT WEIGHT C.L. CENTER LINE EQ EQUAL HB HOSE BIBB MFG MANUFACTURE R RADIUS SYS SYSTEM CLG CEILING EQUIP EQUIPMENT HD HEAD MH MANHOLE RA RETURN AIR YD YARD x e � CKT CIRCUIT EST ESTIMATE HDR HEADER ���: �, MIN Minimum IRD ROAD T & G TONGUE AND GROOVE CLK CAULKING EXC EXCAVATE HDW HARDWARE MIN MINUTE RECP RECEPTACLE TEL TELEPHONE "E CLR CLEAR EXH EXHAUST HOR HORIZONTAL MIR MIRROR REF REFERENCE TEMP Temperature 0 0 L) C.O. CLEANOUT EXIST EXISTING HP HORSEPOWER MISC MISCELLANEOUS REFR REFRIGERATOR TER TERRAllO SS y t U1 0", C ac Add COL COLUMN EXP EXPANSION H.P. HIGH POINT, HEAT PUMP MIX MIXTURE REINF REINFORCE THERMO THERMOSTAT �' COMB COMBINATION EXT EXTERIOR HR HOUR REM REMOVE THK THICK., COMP COMPOSITION EXT EXTENDED HT HEIGHT CONC CONCRETE REP REPAIR T.O.B. TOP OF BEAM a a SN 3/ 12/20 04 - Area d Work NOTE* ' SE SHEETS J PARKING SPACES WILL BE REMOVED AND 37 SPACES "2 AND "^ WILL BE RESTR|PED TO MAINTAIN THE SAME TOTAL NUMBER OF SPACES. SEE SHEET A2 � ft wo Dyer _____ � GENERAL REQUIREMENTS |. SUMMARY OF WORK: WORK UNDER THIS CONTRACT- —ALL TRADES SHALL FURNISH ALL LABOR, EQUIPMENT AND MATERIALS AS INDICATED ON CONTRACT DOCUMENTS. 2. THE ARCHITECT MAKES NO GUARANTEES FOR PRODUCTS NAMED BY TRADE NAME OR MANU— FACTURER. 3. ALL TRADES SHALL FURNISH ALL LABOR, EQUIPMENT AND MATERIALS AND PERFORM ALL VN]RN NECESSARY, INDICATED, REASONABLY INFERRED, OR REQUIRED BY ANY CODE NTH JURISDICTION TO COMPLETE THEIR SCOPE OF WORK FOR A COMPLETE AND PROPERLY FINISHED J88. 4. THE CONTRACTOR SHALL 8ERESPONSIBLE FOR THE ACCURACY OFBUILDING LINES ANDEV[Ul THE CONTRACTOR SHALL COMPARE CAREFULY THE LINES AND LEVELS SHOWN ON THE DRAWINGS WITH THE EXISTING LEVELS FOR THE LOCATION NVO CONSTRUCTION OF THE WORK AND SHALL NOTIFY THE ARCHITECT 0FANY CONFLICTS BEFORE PROCEEDING WITH THE WORK. 5. ALL TRADES SHALL ATALL TIMES KEEP THE PREMISES FREE FROM NVACCUMULATION 0FWASTE MATERIALS OR RUBBISH CAUSED BY THEIR WORK. AT THE COMPLETION OF THE WORK, REMOVE ALL RUBBISH, TOOLS� SUAFFOLDNA, SURPLUS MATERIALS, AND LEAVE THE JOB IN "BROOM CLEAN" CON0TION, ALL GLASS SHALL BE WASHED AND POLISHED. 6. ALLTRADES SHALL DUTHEIR OWN CUTTING, FITTING, AND PATCHING PROPERLY AND FIT |TTD RECEIVE OR BE RECEIVED 8YWORK OF OTHER TRADES 7. CONTRACTOR SHALL NOT DISMANTLE CONSTRUCTION DOCUMENT SETS FOR TRADES BIDDING. EACH TRADE SHALL WORK FROM A COMPLETE CONSTRUCTION DOCUMENT SET. DONOT BREAK SETS. 8. THE CONTRACTOR SHALL BERESPONSIBLE FOR HAVING MADE AVISIT T0 THE SITE PRIOR TO BIDDING AND |STO8EFAMILIAR WITH THE EXISTING CONDITIONS. ANY DISCREPANCIES FOUND ON CLARIFICATIONS NEEDED ARE TO BE REQUESTED FROM THE ARCHITECT DURING THE BIDDING ERIOD 9\ "ABNEkAi CONDITIONS" OF THE SPECIFICATIONS ARE HEREBY MADE k PART OFTHE CONTRACT DOCUMENTS FOR THE PROJECT REFERRED TO IN THESE DOCUMENTS AND TO THE SAW[ EXTENT AS|FBOUND HEREIN. COPIES OFTHE GENERAL CONDITIONS MAYBE EXAMINED OR OBTAINED AT THE ARCHITECT'S OFFICE, |U. AU-YOR0WANSN|P. MATERIAL, AND TEX11NG SHALL CONFORM TO THE REQUIREMENTS OF THE UNIFORM BUILDING CODE, CURRENT APPROVED EDITION. ALL 00R% SHALL ALSO COMPLY WITH ALL APPLICABLE STATE, COUNTY AND LOCAL ORDINANCES, El ECTRICAL PLUMBING AND MECHANICAL CODES, LATEST ADOPTED EDITIONS. i|. (TSHAH L8E THE CONTRACTOR'S RESPONSIBILITY TO VERIFY ALL DIMENSIONS AND CONDITIONS AT THE JOB SITE AND TOCROSS—CHECK DETAILS AND DIMENSIONS ON THE DRAWINGS. DO NOT "SCALE" FROM BLUEPRINTS OF PLAN5, ELEVATIONS, DETAILS, ETC. 12. ALL0NISSI0N8 OR CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE WORKING DRAWINGS AND/OR SPECIFICATIONS SHALL 8EBROUGHT TDTHE ATTENTION OFTHE ARCHITECT BEFORE PROCEEDING WITH CONSTRUCTION. 13. TEMPORARY SANITARY TOILET FACILITIES SHALL BE PROVIDED AND MAINTAINED IN ACCORDANCE WITH LOCAL ORDINANCES. 14. TEMPORARY CONSTRUCTION UTILITIES SHALL BE COORDINATED, INSTALLED AND PAID FOR BY THE GENERAL CONTRACTOR. 15. GENERAL CONTRACTOR SHAH COORDINATE AND SCHEDULE REQUIRED MEETINGS AND SITE VISITS WITH ARCHITECT TO COINCIDE ON SAME DAY WHENEVER POSSIBLE. |G. CONTRACTOR MUST ANTICIPATE INCLEMENT WEATHER AND PROVIDE APOSITIVE SOLUTION TO DRAINAGE FROM ROOFS, WALKWAYS, ETS. MERE WORK |SOCCURUV<l M I F CC Sparks, Nevada 89431 TEL: 775-359-7330 FAX: 775-359-7332 EMAIL: icogeneng@aol.com 2020 East First Street, Suite 400 Santa Ana, CA 92705 ARCHITECTS Architecture and Planning 201 North Brea Blvd., Suite A Brea, California 92821-4062 E-mail: wesa7ia@pacbell.net Lo Lb CC 0 rz LO co CIL 7-21-2003 CL Job- W03-0104 Sheet Am 1 >1 Demolition Notes M a) CD EXISTING SPRINKLER CONTROL BUILDING TO REMAIN. NO WORK. REMOVE AND DISPOSE TRASH ENCLOSURE, INCLUDE FOOTINGS. SAWCUT AND DISPOSE CONCRETE CURB. C C 0 0 SAWCUT AND DISPOSE ASPHALT PAVING FOR NEW WORK. r 26 EXISTING PARKING STALLS, EACH 9'-0" x 19'-0" 0 ED REMOVE AND DISPOSE PALM TREE/LANDSCAPING. REMOVE v 0 AND STORE SPRINKLER HEADS AND IRRIGATION PIPES AS REQUIRED FOR REINSTALLATION. UUF PROPERTY LINE — Ilk 4040 41111111041111111 SANDBLAST AND BLACKOUT STRIPING. CL is n -6 sty .......... alg g.I I I rot g. flr��k art I I I I I I I I ��� °rl D1 WEPOINWTI energy Inc. 10 Greg Street, #101 Sparks, Nevada 89431 TEL: 775-359-7330 FAX: 775-359-7332 14 EXISTING PARKING STALLS, EACH 9'-0" x 19'-0" e- EMAIL: icogeneng@aol,com I I I I I -�I----� I I I I I I I r---}�y---.—I I I I I I I I—®--�-1---�.—�------�# 2020 East First Street, Suite 400 Santa Ana, CA 92705 TEL: (714) 835-6886 FAX: (714) 667-7147 :;Y Q_ WAYNE C. SIU ARCHITECTS Architecture and Planning 201 North Brea Blvd., Suite A Brea, California 92821-4062 Telephone: (714) 990-0995 (714) 990-00 Parn'ial DemoRtion Site Man it k;on strFacsimile: uction Notes E-mail: wcsaia@pacbell.nnet EXISTING SPRINKLER CONTROL BUILDING TO REMAIN. NO WORK. ILI NEW COGENERATION PLANT BUILDING. NEW TRASH ENCLOSURE. 10025 SEE SHEET D3 1 51 NEW 4" CONCRETE SLAB, SMOOTH FINISH. 0'r CA 161- oil 5'- 0 I -oil 41-Ofl 221-011 25 NEW PARKING STALLS, EACH 8'-6" x 19'-0" 20 NEW CONCRETE CURB TO MATCH EXISTING. -A- NEW LANDSCAPING. REINSTALL/MODIFY IRRIGATION PIPES AND PROPERTY LINE---,*, REINSTALL EXISTING SPRINKLER HEADS AS REQUIRED. aLO 7 RESTRIP PARKING STALLS. {DOUBLE STRIP).} 0 C" C) L4 z C14 7 w: 20 U U U U U U U U U U U U U U U U U U U U 0 0 cc CC U. r 0 0 =0 15 NEW PARKING STALLS, EACH 8'-6" x 19'-0" E cis cc Uj cc LO 4" 0 E CM'4 C.0 w to 7 --1+- 7 "Ablik, 0 0 (L Date- 7-21-2003 CL Scale: I i—otl 1/16 cL Drawn. - jQ Design: WS Job: W03-0104 Sheet A=2 Pan-'W New Site Man of 3/12/2004 to C� Cl cl) 9' Construction Notes 4" THICK CONCRETE SLAB, SMOOTH FINISH. SLOPE FOR DRAINAGE AS NOTED. SEE STRUCTURAL PLANS. 51-011 201-011 4`-0"` 221-011 2'-0", dl U 8x8xI6 CMU BLOCK WALL. FINISH EXTERIOR SURFACES 251-411 - - - - - - WITH 2-COAT PLASTER SYSTEM, COLOR TO MATCH EXISTING 11-21 1 1 1'INTERIOR -5"- SPRINKLER COT ROL BUILDING. PRIME AND PAINT e- SURES. ll -3" 11 la-0311 TYP. 20 WOOD 41-211 1 -311 2 j2",I'-3," 4'-2" FRAMING ALUMINUM LOUVERS WITH INSECT SCREEN - AIROLITE MODEL 1# 40 10 .1 609B, GALVANIZED STEEL OR APPROVED EQUAL. CMU WALL PLASTER A4 12'-O"W x 8'-O"H ROLL -UP SERVICE DOOR BY "COOKSON", PROPERTY LINE — - - - - - - /10 "OVERHEAD" OR APPROVED EQUAL. CHAIN OPERATED, DOOR CONTRACTOR TO PROVIDE ALL HARDWARE. ALIGN - M-6 8x8x16 x W-O" HIGH CMU BLOCK WALL WITH 2-COAT PLASTER .,V .1 V. EXT'G. EL E FINISH ON EXTERIOR SURFACES. COLOR TO MATCH EXISTING SPRINKLER CONTROL BUILDING. PRIME AND PAINT INTERIOR SURFACES. J, 46 WOOD GUARD WITH 12" BOLT AT 16" O.C. INTO CMU BLOCK WALL. PRIME AND PAINT FINISH. 3t- I oil ......... ........ A WROUGHT IRON FRAME GATE WITH 4"0 POSTS AND 22 GA. SHEET ENft %n*k Cwtrd 7 8 50 METAL FACE ON THE EXTERIOR SIDE. PRIME AND PAINT TO MATCH (NO WORK) EXISTING SPRINKLER CONTROL BUILDING. T - - - - - - - - - - - - - - 0) 7— NEW CONCRETE CURB TO MATCH EXISTING. PATCH N ter--H x ADJACENT ASPHALT CONCRETE PAVING AS REQUIRED. New PM "ft New Lrgk E x C> YAB 11 ji^B 'It, nckxRre x Io -V-A-4-7- PROP. ELEV. [-+-:fl A4 NEW DOUBLE 4" WIDE PAINTED PARKING STALL STRIPING PER CITY STANDARDS. L2 — — — — — — — — n10 INSTALL NEW SODAANDSCAPING. MODIFY/REIN STALL/I N STALL NEW IRRIGATION PIPES AND SPRINKLER HEADS AS REQUIRED TO RESTORE LAWN TO PRECONSTRUCTION CONDITION, "Ilz 17 I% .SLOPE 611 EXISTING CONCRETE CURB. NO WORK. 111- 9 1% SLOPE x CLASS A, 20-YEAR, 4-PLY FIBERGLASS BUILT-UP ROOF, "N-13-4-M/P15" AS MANUFACTURED BY GAF OR APPROVED EQUAL. L 44 • BASE: E SHEET; GAF BAS 2 GAF CLASS PLYS �ROOFIING �8leGAF ASPHALT AT INTERPLIES & CAP SHT. 10 A5 TYP. '' ? + GAF CLASS MINERAL SURFACE CAP SHT. 4 A6 APPROX. WT. PER SQUARE = 175/250 LBS. ( A 25 t N IA-4 13 CLAY ROOF TILES' ONE PIECE 'IS" MISSION TILE BY MCA OR I . % APPROVED EQUAL. 8 LBS, PER SQUARE FEET. ICBO REPORT NO. 4202. ALL ROOF FASTENERS SHALL BE INSTALLED PER MANUFACTURERS' INSTRUCTIONS. COLOR TO MATCH EXISTING SPRINKLER CONTROL BUILDING. -A4-) 4'-0" 121-011 41-0" 221-911 F.141 3" CANT STRIP r___L UEVAPORATIVE COOLER (UNDER SEPARATE PERMIT). n16 3"0 CAST IRON ROOF DRAIN PIPE. 101� 1-71111 3"0 CAST IRON OVEFLOW PIPE. Plan of Cogeneration Plant Building and Trash Enclosure 41ma 1_8111 BUILDING WALL LINE BELOW. 19 OPENING FOR MECHANICAL DUCTWORK. A 4x LEDGER. SEE STRUCTURAL PLANS. y 21 2x JOIST. SEE STRUCTURAL PLANS. 251-411 201-011 10 10 7 71-911 71-911 CLR. I 21-011 31-911 41 3`-911 ILI CLR. 27 9 9 1291 11=0 W, 4 W, rA VA &I ON WWI �'�I 11 I o WE.I� � II 4x BEAM/BLOCKING. SEE STRUCTURAL PLANS. 8" METAL STUD FURRED WALL. SEE STRUCTURAL PLANS. EX 8x12x6 WOOD MOULDING. PRIME AND PAINT FINISH. 10 6" THICK CONCRETE SLAB. SEE STRUCTURAL PLANS. Ar')7b ARCHITECTURAL MOULDING - EX 8"xI2"x6" GRADE A, ROUGH SAWN LUMBER. PRIME AND PAINT TO MATCH COLOR OF PLASTER. SEE DETAIL II/A5. 17-1 7f )4 12" �`i 6" THICK CONCRETE SLAB. SEE STRUCTURAL PLANS. 13_V— I I I SLOPE DN. C) CONCRETE SPLASH BLOCK. ........... E -0 .... ....... . I SLOP -co DN. ROOF ACCESS LADDER. PRIME AND PAINT. 0- LjAS 1 - 6 1 -4 SLOPE I 112 4j 2'-0"x3'-0" ROOF HATCH BY BILCO OR APPROVED EQUAL. DN. B C) \, A4 kL4,j COGENERATION UNIT (UNDER SEPARATE PERMIT). TYP. 15 MECHANICAL FLUE (UNDER SEPARATE PERMIT). PROVIDE METAL TYP. LI I I l FLASHING AND CAULKING AT ROOF PENETRATION. 12" SLOPE I -42 — DN. I I IF.O.STUD F3-1 III SUPPLY FAN AND WEATHER HOOD (UNDER SEPARATE PERMIT). —7— —1— VERIFY SIZE OF WALL OPENING WITH MECHANICAL PLANS. 7 IB I C I :) 2"x2" STEEL FRAMED LANDSCAPE LATTICE. PRIME AND PAINT. A5 - - - - - - - - - - - - - - - - - - -- F.O.CMU WALL -4- q,,A wnnn FpAmpn ARCHITECTURAL FEATURE WITH STUCCO FINISH - — — — — — — — — — — — — — — — — — — — — — --- L — . -j t= 16 17 TYP. TYP. - - - - - - - - - - - - - - - --- - - - - - - - - - - - ri la17 1'-6" TYP. TO OUTER EDGE A-4-1 ZJA OF RAFTER N- NAA-4-1 lv� Reflected Ceilim-1 Plan of Cogeneration Plant Building Roof Plan oC'Cogeneration Plant Building 51-811 14"-011 51-811 CLEAR BETWEEN STUDS A4 28 M U) z .2 0 0 F= .0 0 C)- Uj C1CQ 0 C-) 0 cn energy Inc. 10 Greg Street, #101 Sparks, Nevada 89431 TEL: 775-359-7330 FAX: 775-359-7332 EMAIL: icogeneng@aot.com 2020 East First Street, Suite 400 Santa Ana, CA 92705 TEL: (714) 835-6886 FAX: (714) 667-7147 Noma WAYNE C. SIU ARCHITECTS Architecture and Planning 201 North Brea Blvd., Suite A Brea, California 92821-4062 Telephone: (714) 990-0995 Facsimile: (714) 990-0950 E-mail: wcsaia@pacbell.net 1A 0025 kP 31 q or C to tC .0 to L CIL C 0 >1 0 LL 0 r 00 0 3 a 0 C =_4 0 C13 ca 4) C5 0 LU L. C D.0 0 CJ 0 co ca CL obi W E tU 0 C0 0. Date: 7-21-2003 Scale: 1/411= 1 1-01# Drawn: JQ Design: WS Job: W03-0104 E PLASTER FINISH INISH NEW FRY REGLET MECHANICAL UNIT,__,�,] 1' 0 2x NAILER 'SPRINGLOK' loll R SMITH" MODEL #1330 OR #1340 CAST IRON ROOF THICK DRAIN COMPLETE W/ FLASHING RING & GRAVEL STOP FLASHING TYPE "ST" 24 GA. G.I. FLASHING--11-- PLYWOOD OR APPROVED EQUAL — — — — — — — — — — — — — 412 BUILT-UP CURB TOP OF PLATE l Ix BACKING 17'- 3 AFF BUILT-UP ROOFING LEAD BUILT-UP o ;KZ2x4 WOOD CANT STRIP, TYP. COLLAR FLASHING ROOFING 0 STUD 2x RIPPING CANT STRIP, TYP. .5 . C14 BUILT-UP ROOFING CLAY ROOF TILES I I flC 0 r7� EN 2x6 RAFTER SEE STRUCTURAL PLANS FOR THICK ADDITIONAL DETAILS I PLYWOOD, TYP. < 30# FELT OVER ter^ MECHANICAL UNIT-----1 6xBEAM 4x BLOCKING "--2x JOIST Y2" THICK PLYWOOD 2x4 WOOD STUD 3"0 CAST IRON DRAIN PIPE Eli 0 4x NAILER 3"0 CAST IRON OVERFLOW PIPE l V) 2h THIC 11 0 TOP OF CMU WALL PLYWOODK Ix6 FASCIA BOARD 0 /-14'-8" AFF '----PLASTER 5WIM 'A' SedonEr FINISH SCALE: 1 '/2"= 1'-0" SCALE: 11/201=11-011 BLUEPOINT energy Inc. BO"vs ANCHOR 0 LT 0 48" O.C. 10 Greg Street, #101 NEW FRY REGLET Built-up k;urb and Roofing 9 Roof Dra�n and Overflow Sparks, Nevada 89431 TEL: 775-359-7330 0 CMU BLOCK WALL 'SPRINGLOK' FAX: 775-359-7332 0 FLASHING TYPE l EMAIL: icogeneng@aol.com 11ST11 OR BIRD- APPROVED EQUAL 41V2 STOP A 8" METAL STUD 412 BUILT 2'-0"x3'-O" ROOF HATCH SLOPE 4x NAILER UP CURB BY BILCO TYPE-S 20 GALV. 24 GA. G.I. 1/2PAINTED. (OR " THICK PLYWOOD STEEL FLASHING BUILT -Up APPROVED EQUAL UNIT) 2020 East First Street, Suite 400 4 ROOFING Santa Ana, CA 92705 PAD LOCK HASP 412 LEDGER TEL: (714) 835-6886 4x BLOCKING CANT STRIP CANT STRIP FAX: (714) 667-7147 )/2 "0 ANCHOR BOLT @ 48" O.C. % 2x RIPPING BUILT-UP ROOFING 777 V\ R=2% EX 8"x12"x6" GRADE A, 4' 7' R=9y2j ROUGH SAWN LUMBER /110 4. R CMU BLOCK WALL TRUSS JOIST � B.O.LEDGER/ Q PLASTER FURRED WALL FINISH V- 12--0" AFF< -) WAYNE C. SIU ACCESS LADDER. SEE ARCHITECTS 7 Architecture and Planning 'w- 4 201 North Brea Blvd., Sufte A Brea, California 92821-4062 SCALE: 3"=I'-O" NOT TO SCALE Z '-0" SCALE: 112"=1 ..... ............ -0995 Telephone: {714j 9 061/2Facsimile714990-0950 2 T ��J�tt n E-mail: wcsaia@pactwil.net Arhitetural Moulding Iatch Wall Flashing 11-61 811 2 -11 CMU BLOCK WALL D AR < TOP OF ROOF HATCH _$---, PLATE SUPPORTS WELDED TO < PLASTER FINISH I C.0 STRINGER. 'A"O LAG BOLT 10025 BULLNOSE 0 EA., PAINTED— y A .............. .................. ............ ---/CORNER BEAD -- A 31,"0 SOLID STEEL ROD TYP. CAULKING OF 0 4 4 F%n LOUVERS U- TH K. x 3 " STEEL k. < 8 PLATE STRINGER 0 > ----------BUILDING o PAPER U_ X PLASTER FINISH W C, C-4 < Uj FRY REGLET "I'" > — — — L01 r- Ui —SEALANT U_ 0 .4 REVEAL MOLDING CAULKING La 4.. MODEL FDM-50-75 FRY REGLET Ljj + BULLNOSE CORNER BEAD, TYP. OR APPROVED EQUAL SHEET METAL SILL. PLASTER CONTROL is SET SILL IN PRIME AND PAINT TO 0 FINISH FLOOR ........... ............... SCREED MODEL BED OF MASTIC--_, LO MATCH COLOR OF PLASTER BULLNOSE —50-75 2—PC 0 DCS CORNER BEAD 0 2x8 WOOD TRIM, TYP.— OR APPROVED t; 2Y2 x3"x3"x1/," THK. STEEL 4 >k BENT PLATE W/ 11/2" EXPANSION CMU BLOCK WALL-,-o/- 8-0" AFF---,N BOLT TO SLAB A 0 — PLASTER .......... ................. 0 A \—FINISH FLOOR LL (D V Elevation 4.0 SCALE: 2"=I" L SCALE: Y2"= 1'-0" Z SCALE: 11/2 11-0111 0 030 A AVIA ROLL —UP DOOR ------------------------- .......... ..................... Architectural Reveal Ill Roof Access Ladder 7 Louvers �, � � W d it 0 E C* ROLL —UP DOOR PLASTER FINISH— A.. ROOF DRAIN/ W c i W (n —7OVERFLOW -7 4 CMU BLOCK WALL PIPE (D ANGLE GUIDE, PAINTED a F_ ........... .. . . EXISTING ASPHALT CMU BLOCK WALL CONCRETE PAVING 1% SLOPE CASING BEAD 8" METAL STUD , 4 CORE -DRILL CMU Cf) 0. (1/2" THICK PLYWOOD BLOCK FOR PIPE 2" - Date: PENETRATION CAULKING 21-01' 7 7 BACKER ROD .4 Scale: AS NOTED CMU BLOCK WALL------,--*— U AND SEALANT C fawn: < PLASTER FINISH PLASTER FINISH WEEP SCREED Design: { ( I I ( FRY REGLET "J" ---- ;FRY REGLET "F" CONCRETE SLAB MOLDING MODEL 2 L — Job: /t/ -, REVEAL MOLDING CONCRETE W03-0104 JPM-75 OR MODEL FDM-50-75 SPLASH BLOCK 2x8 WOOD TRIM APPROVED EQUAL OR APPROVED EQUAL Sheet BULLNOSE CORNER BEAD, TYP. < SCALE- IY;"-I'-O" 2 SCALE: Y=l'-O" SCALE: 2"=I" SCALE: /2"=I'—O" R of merged Building M'clon doll -up Door Jamb, Wood Tr* Plaster Reveal 8 Rool Drain Outlet 3/12/2004 1. NO CHANGES ARE TO BE MADE TO THESE PLANS WITHOUT THE KNOWLEDGE AND WRITTEN CONSENT OF THE ENGINEER OR ARCHITECT. 2. ALL DIMENSIONS CONTROLLED BY EXISTING CONDITIONS SHALL BE VERIFIED BY THE CONTRACTOR AT THE SITE. 3. CONSTRUCTIONS AND MATERIALS SHALL COMPLY WITH AND BE INSTALLED IN ACCORDANCE WITH ALL THE REQUIREMENTS OF ALL LEGALLY CONSTITUTED PUBLIC AUTHORITIES HAVING JURISDICTION, INCLUDING ALL COUNTY AND LOCAL ORDINANCES, AND THE SAFETY ORDERS OF THE STATE INDUSTRIAL ACCIDENT COMMISSION, OSHA, 4. GENERAL CONTRACTOR SHALL VISIT THE JOB SITE AND VERIFY ALL GRADES, DIMENSIONS, AND CONDITIONS PRIOR TO BIDDING AND COMMENCING CONSTRUCTION. 5. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF ALL WORK, INCLUDING THAT OF ALL SUB -TRADES. 6. GENERAL CONTRACTOR SHALL NOTIFY ENGINEER AND ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES FOUND WITHIN THE CONTRACT DOCUMENTS. 7. ALL WORK PERFORMED SHALL CONFORM WITH THE REQUIREMENTS OF THE CALIFORNIA BUILDING CODE (LATEST ADOPTED EDITION) OR OTHER APPLICABLE GOVERNING CODES AND BUILDING ORDINANCES. 8. ALL SUB -CONTRACTORS SHALL BE RESPONSIBLE FOR REMOVAL OF ALL DEBRIS ACCUMULATED AS A RESULT OF THEIR OPERATION. ALL SCRAP, DEBRIS, AND OTHER EXCESS MATERIAL SHALL BE REMOVED FROM THE BUILDING SITE. 9. THE OWNER SHALL HAVE THE RIGHT TO MAKE CERTAIN CHANGES IN THE WORK AND THE CONTRACT AMOUNT SHALL BE ADJUSTED ACCORDINGLY. HOWEVER, THE GENERAL CONTRACTOR SHALL NOT PROCEED WITH ANY CHANGES WITHOUT THE WRITTEN APPROVAL OF THE OWNER. 10. ALL MATERIALS SHALL BE FURNISHED AS SHOWN HEREIN UNLESS EQUAL ALTERNATES ARE APPROVED IN WRITING BY THE OWNER. 11. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SHORING AND PROVIDING BRACING DURING CONSTRUCTION AND/OR ERECTION TO SUPPORT ALL LOADS TO WHICH THE STRUCTURE MAY BE SUBJECTED. 12. SEE ARCHITECT'S SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS, IF APPLICABLE. 13. ANY REFERENCE TO THE WORDS APPROVE, APPROVED, OR APPROVAL IN THESE DOCUMENTS SHALL BE HERE DEFINED TO MEAN GENERAL ACCEPTANCE OR REVIEW AND SHALL NOT RELIEVE THE CONTRACTOR AND/OR HiS SUB- CONTRACTORS OF ANY LIABILITY IN FURNISHING THE REQUIRED MATERIALS OR LABOR SPECIFIED. 14. THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE AND DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES, INCLUDING, BUT NOT LIMITED TO BRACING AND SHORING. OBSERVATION VISITS TO THE SITE BY FIELD REPRESENTATIVES OF THE ARCHITECT OR ENGINEER SHALL NOT INCLUDE INSPECTIONS OF THE PROTECTIVE MEASURES OR THE CONSTRUCTION PROCEDURES. ANY SUI PORT SERVICES PERFORMED BY THE ARCHITECT OR ENGINEER DURING THE CONSTRUCTION SHALL BE DISTINGUISHED FROM CONTINUOUS AND DETAILED INSPECTION SERVICES WHICH ARE FURNISHED BY OTHERS. THESE SUPPORT SERVICES PERFORMED BY THE ARCHITECT OR ENGINEER, WHETHER OF MATERIAL OR WORK, AND FOR THE PURPOSE OF ASSISTING iN QUALITY CONTROL AND IN ACHIEVING COMPLIANCE WiTH CONTRACT DOCUMENTS, DO NOT GUARANTEE CONTRACTOR'S PERFORMANCE AND SHALL NOT BE CONSTRUED AS SUPERVISION OF CONSTRUCTION. 15. THE SHOP DRAWING REVIEW PROCESS BY THIS ENGINEER WILL ONLY COMMENCE AFTER THE SUBMITTED FABRICATION OR SHOP DRAWING HAVE BEEN AS FOLLOWS: A. INITIALLY REVIEWED AND ACCEPTED AS CONFORMING WITH THE STRUCTURAL CONSTRUCTION DRAWINGS BY THE RESPONSIBLE SUPERVISOR AND DRAWING CHECKER WITH THEIR SIGNATURES. B. APPROVED AND ACCEPTED WITH A STAMP FROM THE GENERAL CCNTRACTOR AS CONFORMING TO THE CONSTRUCTION DOCUMENTS, 16. STRUCTURAL OBSERVATION WILL BE PERFORMED BY AN ENGINEER OR ARCHITECT EMPLOYED BY THE OWNER. THIS DESIGNATED INDIVIDUAL SHALL CONFORM TO THE REQUIREMENTS AS STATED IN SECTION 1702, FOUNDATION: CONCRETE CONT.: SPECIAL INSPECTION: 1. EXCAVATE FOR FOUNDATIONS TO THE DEPTHS SHOWN ON THE DRAWINGS 2. PROPORTIONING: SPECIAL INSPECTION BY A DEPUTY REGISTERED INSPECTOR APPROVED BY THE BELOW UNDISTURBED SOIL OR COMPACTED EARTH, 18" MINIMUM UNLESS BUILDING DEPARTMENT SHALL BE PROVIDED FOR THE FOLLOWING: (UNLESS OTHERWISE NOTED. SEE SOILS REPORT FOR PAD AND FOOTING A. GENERAL: NOTED OTHERWISE.) SEE ATTACHED INSPECTION LIST FOR ADDiTIOiyAL COMPACTION REQUIREMENTS, IF APPLICABLE. CONCRETE FOR ALL PARTS OF THE WORK SHALL BE OF THE REQUIREMENTS. REFER TO UBC SECTION 1701, FOR INFORMATION. SPECIFIED QUALITY CAPABLE OF BEING PLACED WITHOUT SPECIAL INSPECTION IS REQUIRED FOR THE FOLLOWING: 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SHORING, ETC. EXCESSIVE SEGREGATION AND, WHEN HARDENED, OF DEVELOPING ❑ 1. PLACEMENT OF ALL CONCRETE WITH F'c OF 2500 PSi OR GREATER. NECESSARY TO SUPPORT CUT AND/OR FILL BANKS DURING EXCAVATION, ALL CHARACTERISTICS REQUIRED BY THESE SPECIFICATIONS AND ❑ 2. BOLTS INSTALLED IN CONCRETE. PRIOR TO PLACEMENT OF AND FOR FORMING AND PLACEMENT OF CONCRETE. THE CONTRACT DOCUMENTS. CONCRETE AROUND BOLTS. ❑ 3. SPECIAL MOMENT -RESISTING CONCRETE FRAME. 3. CARE SHALL BE TAKEN NOT TO OVEREXCAVATE FOUNDATION AT LOWER B. STRENGTH: 4. REINFORCING STEEL AND PRESTRESSING STEEL TENDONS. ELEVATION. PREVENT DISTURBING SOILS AROUND FOOTINGS AT HIGHER ❑ 4.1 DURING ALL STRESSING AND GROUTING OF TENDONS IN PRESTRESSED CONCRETE. ELEVATION. THE SPECIFIED COMPRESSIVE STRENGTH OF THE CONCRETE (F'c) ❑ 4.2 DURING PLACING OF REINFORCING STEEL AND PRESTRESSING TENDONS FOR ALL FOR EACH PORTION OF THE STRUCTURE SHALL BE AS DESIGNATED CONCRETE REQUIRED TO HAVE SPECIAL INSPECTION BY ITEM 1. 4. FILLING AND BACKFILLING SHALL BE INSPECTED AND APPROVED BY THE BELOW. STRENGTH REQUIREMENTS SHALL BE BASED ON 28-DAY ❑ 5.1 CONTINUOUS INSPECTIONS DURING WELDING OF ANY MEMBER OR CONNECTION EXCEPT: PROJECT SOILS ENGINEER PRIOR TO FORMING, COMPRESSIVE STRENGTH, UNLESS A DIFFERENT TEST AGE IS WELDING DONE IN AN APPROVED FABRICATOR'S SHOP. SPECIFIED. CONTINUOUS INSPECTION 1S NOT REQUIRED FOR: 5. ALL FILL AND BACKFILL MATERIAL SHALL BE APPROVED BY THE SLAB -ON -GRADE 2500 PSI SINGLE -PASS FILLET WELDS NOT EXCEEDING 5/16" PROJECT SOILS ENGINEER. CONT. FTG'S 2500 PSi FLOOR AND ROOF DECK WELDING WELDED STUDS WHEN USED FOR STRUCTURAL DIAPHRAGM OR COMPOSITE SYSTEMS. PAD FTG'S 2500 PSI 6. FILLING AND BACKFILLING SHALL BE COMPACTED TO A MINIMUM OF 90% WELDED SHEET STEEL FOR COLD -FORMED STEEL FRAMING MEMBERS - OR MORE IF SO NOTED, OF MAXIMUM DENSITY IN ACCORDANCE WITH THE pR`(PACK OR GROUT FOR BASE PLATES 4000 PS( SUCH AS STUDS AND JOISTS SOILS REPORT AND ASTM TEST METHOD D-1557-78. FLOODING WELDING OF STAIRS AND RAILING SYSTEMS C. SLUMP: El5.2 SPECIAL MOMENT -RESISTING STEEL FRAMES. BACKFILL IS NOT PERMITTED. NON-DESTRUCTIVE TESTING IS ALSO REQUIRED. 7. WATER SHALL BE REMOVED FROM FOUNDATION EXCAVATION PRIOR TO UNLESS OTHERWISE PERMITTED OR SPECIFIED, THE CONCRETE ❑ 5.3 WELDING OF REINFORCING STEEL. PLACING OF CONCRETE. CARE SHALL BE TAKEN SO AS NOT TO DRY OUT SHALL BE PROPORTIONED AND PRODUCED TO HAVE A SLUMP OF 4 ❑ 6. HiGH STRENGTH BOLTING UNDERLYING NATURAL SOILS. IN. OR LESS IF CONSOLIDATION IS TO BE BY VIBRATION, 5 IN. 7. STRUCTURAL MASONRY OR LESS iF CONSOLIDATION iS TO BE BY METHODS OTHER THAN ❑ 7.1 OTHER THAN FULLY GROUTED OPEN-END HOLLOW -UNIT MASONRY, DURING PREPARATION 8. A 6 MiL (MINIMUM) PLASTIC MEMBRANE SHALL BE PLACED ON THE VIBRATIONS. WATER CEMENT RATIO IS TO BE 0.6 MAX AND TAKING OF ANY REQUIRED PRISMS OR TEST SPECIMENS, PLACING OF ALL MASONRY UNITS, PLACEMENT OF REINFORCEMENT, INSPECTION OF GROUT SPACE, IMMEDIATELY PREPARED PAD SUBGRADE IN ALL AREAS AS SHOWN ON THE DRAWINGS D. MAXIMUM SIZE OF COARSE AGGREGATE: PRIOR TO CLOSING OF CLEANOUTS, AND DURING ALL GROUTING OPERATIONS. WHERE FLOOR COVERINGS ARE TO BE INSTALLED, UNLESS OTHERWISE ❑ 7.2 FOR FULLY GROUTED OPEN-END HOLLOW -UNIT MASONRY DURING PREPARATION NOTED. PLACE 2" OF CLEAN SAND OVER MEMBRANE. SEE SOILS THE NOMINAL MAXIMUM SIZE OF THE AGGREGATE SHALL NOT BE AND TAKING OF ANY REQUIRED PRISMS OR TEST SPECIMENS, AT THE START OF LAYING REPORT FOR ADDITIONAL REQUIREMENTS. MORE THAN ONE -FIFTH OF THE NARROWEST DIMENSION BETWEEN UNITS, AFTER THE PLACEMENT OF REINFORCING STEEL, GROUT SPACE PRIOR TO EACH SiDES OF THE FORMS, ONE-THIRD OF THE DEPTHS OF SLABS, NOR GROUTING OPERATION, AND DURING ALL GROUTING OPERATIONS. 9. GENERAL AND CONCRETE SUB -CONTRACTOR SHALL REVIEW AND THREE -FOURTHS OF THE MINIMUM CLEAR SPACING BETWEEN ❑ 8. DURING MIXING AND PLACING OF CLASS B REINFORCED GYPSUM CONCRETE. FAMILIARIZE THEMSELVES WITH THE SOILS REPORT AND THE CONTENTS REINFORCING BARS. THESE LIMITATIONS MAY BE WAIVED IF, IN ❑ 9, DURING APPLICATION OF INSULATING CONCRETE FILL WHEN PART OF A STRUCTURAL SYSTEM. OF SOILS REPORT SHALL BE MADE A PART OF THESE DRAWINGS, THE JUDGMENT OF THE ENGINEER, WORKABILITY AND METHODS OF [] 10. SPRAY APPLIED FiRE PROOFING. CONSOLIDATION ARE SUCH THAT THE CONCRETE CAN BE PLACED ❑ 11. PILING, DRILLED PIERS AND CAISSONS. DURING DRIVING AND CONSTRUCTION OF CAST-IN- 10. THE SOILS REPORT IN ITS ENTIRETY SHALL BE INCLUDED AS PART OF WITHOUT HONEYCOMB OR VOIDS. PLACE DRILLED PILES OR CAISSONS. THE CONTRACT DOCUMENTS. FOR RECOMMENDED SOIL BEARING ❑ 12. SHOTCRETE. DURING THE TAKING OF TEST SPECIMINES AND PLACING OF ALL SHOTCRETE. PRESSURE, FOUNDATION MATERIAL AND SITE GRADING, SEE SOILS AND E. ADMIXTURES: ❑ 13. SPECIAL GRADING, EXCAVATION AND FILLING. DURING EARTH -WORK EXCAVATIONS, GRADING GEOLOGICAL REPORT BY 2001 C.B.C.: AND FILLING OPERATIONS INSPECTIONS ARE TO SATISFY REQUIREMENTS OF THE GRADING IF PERMITTED, ADMIXTURES USED SHALL BE SUBJECT TO THE SECTION OF THE CODE. LIMITATIONS BELOW: ❑ 14. SMOKE CONTROL SYSTEMS. SEE "ARCHITECT FOR ADDITIONAL INFORMATION IF REQUIRED. * REFER TO 2001 C.B.C. ,UESIMI VALUES: 1. THE AMOUNT OF CALCIUM CHLORIDE SHALL NOT EXCEED 2 ADDITIONAL SPECIAL INSPECTION ITEMS SPECIFIC TO THIS JOB: SOIL BEARING PRESSURES: 1000 PSF. SLAB ON GRADE PERCENT BY WEIGHT OF CEMENT. THE AMOUNT OF CALCIUM ❑ A. VERIFY THAT THE SOILS CONDITIONS ARE iN SUBSTANTIAL CONFROMANCE WITH THE 1000 PSF. CONT. FTG'S CHLORIDE SHALL BE DETERMINED BY THE METHOD SOILS INVESTIGATION REPORT. 1000 PSF. PAD FTG'S DESCRIBED IN AASHTO T260-78. ❑ B. VERIFY THAT THE FOOTING EXCAVATIONS EXTEND TO THE PROPER BEARING STRATUM. ❑ C. ALL EXPANSION ANCHOR INSTALLATIONS INCLUDING CLEANOUT AND TORQUE TEST. LATERAL PRESSURES: 150 PCF. PASSIVE 2. FOR PRESTRESSED CONCRETE AND FOR ALL CONCRETE WHICH El D. ALL EPDXY ANCHOR SYSTEMS INCLUDING CLEANOUT AND INSTALLATION. 30 PCF. ACTIVE (ASSUMED) WILL CONTAIN EMBEDMENTS OF OR REMAIN IN CONTACT 0.40 Cf COEFF. FRICTION WITH ALUMINUM OR GALVANIZED METAL, IT SHALL BE ❑ E. PLACEMENT OF ANCHOR BOLTS FOR ARCADE COLUMNS PRIOR TO PLACING CONCRETE. SEISMIC FAMS DEMONSTRATED BY TEST THAT THE MIXING WATER OF THE cI THE PERMIT APPLICATION SHALL RETAIN A RESPONSIBLE ENGINEER APPROVED SOiL PROFILE TYPE: TYPE S CONCRETE, INCLUDING THAT CONTRIBUTED BY THE BY THE BUILDING OFFICIAL TO ENSURE THAT: SEISMIC ZONE FACTOR: 0.4 AGGREGATES AND ANY ADMIXTURES USED, WiLL NOT A. ALL ELEMENTS OF CONSTRUCTION WHICH REQUIRE SPECIAL INSPECTION SEISMIC COEFFICIENTS: Ca=0.44 Cv=0.64 CONTAIN A DELETERIOUS AMOUNT OF CHLORIDE ION, ARE INSPECTED BY QUALIFIED DEPUTY INSPECTORS APPROVED BY THE SEISMIC SOURCE TYPE: TYPE B UNLESS PROTECTIVE MEASURES ACCEPTABLE TO THE BUILDING OFFICIAL; AND ENGINEER ARE PROVIDED. B. ALL CODE DEFICIENCIES DETECTED AND DEVIATIONS FROM THE APPROVED PLANS ARE BROUGHT TO THE ATTENTION OF THE CONTRACTOR 3. ALL ADMIXTURES SHALL BE IN ACCORDANCE WITH THE FOR CORRECTION, AND IF NOT CORRECTED, REVISED DESIGNS TO MANUFACTURER'S INSTRUCTIONS EXCEPT AS OTHERWISE OVERCOME THE DEFICIENCY SHALL BE PREPARED BY THE DESIGN SPECIFIED HEREIN. ENGINEER OR ARCHITECT OF RECORD FOR APPROVAL BY THE BUILDING OFFICIAL; AND F. SELECTION OF PROPORTIONS: C. ALL CORRECTIVE WORK REQUIRED IS COMPLETED IN ACCORDANCE WITH CONCRETE: APPROVED PLANS, SPECIFICATIONS, AND CITY ADOPTED CODES. THE PROPORTIONS OF INGREDIENTS SHALL BE SUCH AS TO A FINAL INSPECTION REPORT, SIGNED BY THE SPECIAL INSPECTOR AND THE ALL CONCRETE CONSTRUCTION SHALL COMPLY WITH THE LATEST ADOPTED PRODUCE A MIXTURE WHICH WILL WORK READILY INTO THE RESPONSIBLE ENGINEER, IS SUBMITTED TO THE BUILDING OFFICIAL UPON EDITION OF THE ACI CODE AND SPECIFICATIONS (ACi 318-89, ACI 301-89). CORNERS AND ANGLES OF THE FORMS AND AROUND REINFORCEMENT THE COMPLETION OF EACH ELEMENT REQUIRING SPECIAL INSPECTION. THE THE FOLLOWING NOTES ARE PROVIDED FOR USE AS A GUIDE TO ALL BY THE METHODS OF PLACING AND CONSOLIDATION EMPLOYED ON REPORT MUST CERTIFY THAT THE WORK WAS IN COMPLIANCE WITH APPROVED REQUIREMENTS. THE WORK, BUT WITHOUT PERMITTING THE MATERIALS TO PLANS, SPECIFICATIONS AND APPLICABLE CITY CODES INCLUDING ANY SEGREGATE OR EXCESSIVE FREE WATER TO COLLECT ON THE AUTHORIZED CHANGES TO THE PLANS. 1. MATERIALS FOR CONCRETE: SURFACE. A. CEMENT SHALL CONFORM TO THE APPROPRIATE SPECIFICATION LISTED BELOW: 3. CONCRETE FLOOR SLABS ON GRADE SHALL BE 4" THICK (UNLESS OTHERWISE NOTED). SLABS WHICH ARE TO RECEIVE RESILIENT 1. PORTLAND CEMENT, "SPECIFICATION FOR PORTLAND FLOORING CARPET OR DESIGNATED TO REMAIN EXPOSED SHALL BE CEMENT" (ASTM C-150). TROWELLED SMOOTH. CONTRACTOR SHALL PROVIDE CONTROL b / JOINTS WITH A MAXIMUM AREA BETWEEN JOINTS OF 400 S.F., r' ,, 2. PORTLAND BLAST -FURNACE SLAG CEMENT OR PORTLAND- UNLESS OTHERWISE NOTED. MAXIMUM RATIO OF LONG SiDE TO POZZOLAN CEMENT, "SPECIFICATION FOR BLENDED SHORT SIDE SHALL BE 1-1/2 : 1. MASONRY: 4. ALL REINFORCING STEEL, WIRE MESH, ANCHOR BOLTS, HOLDOWN 3. UNLESS OTHERWISE PERMITTED OR REQUIRED, CEMENT ANCHORS AND OTHER INSERTS SHALL BE SECURED IN POSITION AND 1. MASONRY UNITS FOR HOLLOW UNIT MASONRY CONSTRUCTION SHALL BE SHALL BE TYPE i OR TYPE 11, ASTM C-150. INSPECTED BY THE BUILDING OFFICIAL PRIOR TO PLACING OF GRADE "N" UNITS CONFORMING WITH ASTM C-90. CONSTRUCTION SHALL CONCRETE. CONFORM WITH ALL APPLICABLE CODES AND ORDINANCES. Vm = 1500 PSi. 4. THE CEMENT USED IN THE WORK SHALL CORRESPOND TO THAT UPON WHICH THE SELECTION OF CONCRETE 2. MORTAR SHALL BE FRESHLY PREPARED AND UNIFORMLY MIXED OF 1 PART PROPORTIONS WAS BASED. PORTLAND CEMENT, 1 /2 MAXIMUM TO 1 /4 MINIMUM PARTS LIME PUTTY OR HYDRATED LIME AND 2-1/4 TO 3 PARTS CLEAN WASHED SAND. B. ADMIXTURES SHALL NOT BE USED WITHOUT WRITTEN CONSENT OF MORTAR TO BE TYPE "S" WITH AN ULTIMATE COMPRESSIVE STRENGTH OF THE ENGINEER. 2,000 PSI AT 28 DAYS. C. WATER: 3. GROUT SHALL BE PROPORTIONED BY VOLUME AND SHALL HAVE SUFFICIENT WATER ADDED TO PRODUCE CONSISTENCY FOR POURING 1. MIXING WATER FOR CONCRETE SHALL CONFORM TO THE WITHOUT SEGREGATION. FINE GROUT, FOR USE IN SPACES 4" OR LESS REQUIREMENTS FOR WATER SPECIFIED IN ASTM C-94. iN BOTH HORIZONTAL DIMENSIONS SHALL BE COMPOSED OF 1 PART PORTLAND CEMENT, TO WHICH MAY BE ADDED NOT MORE THAN 1/10 PART D. AGGREGATES: HYDRATED LIME OR LIMEPUTTY, AND 2-1/4 TO 3 PARTS SAND, AND NOT MORE THAN 2 PARTS PEA GRAVEL. GROUT SHALL ATTAIN A MINIMUM 1. AGGREGATES FOR NORMAL WEIGHT CONCRETE SHALL CONFORM COMPRESSIVE STRENGTH (F'c) OF 2,000 PSi AT 28 DAYS. TO "SPECIFICATION FOR CONCRETE AGGREGATES" (ASTM C- 4. GROUT ALL CELLS SOLID, UNLESS OTHERWISE NOTED. ALL ISOLATED 33). BOLTS EMBEDDED IN MASONRY SHALL BE SOLID GROUTED IN PLACE WITH 2. FINE AND COARSE AGGREGATES SHALL BE REGARDED AS A MINIMUM OF 2 INCHES OF GROUT SURROUNDING BOLT. SEPARATE INGREDIENTS. EACH SIZE OF COARSE 5. PROVIDE 1/2" DIAMETER ANCHOR BOLTS AT 2'-0" ox. VERTICALLY AGGREGATE, A WELL AS THE COMBINATION OF SIZES WHEN WHERE WOOD STUDS AND MASONRY WALLS ADJOIN, TYPICAL UNLESS TWO OR MORE ARE USED, SHALL CONFORM TO THE OTHERWISE NOTED. APPROPRIATE GRADING REQUIREMENTS OF THE APPLICABLE ASTM SPECIFICATIONS. 6. ALL REINFORCING STEEL, ANCHOR BOLTS, HOLD-DOWN ANCHORS, AND OTHER INSERTS SHALL BE SECURED IN POSITION PRIOR TO GROUTING. This design and drawing are for use on specific site indicated and is the exclusive property of PLUMP ENGINEERING INC, and shall not be used, duplicated or altered in part or in whole without written approval of PLUMP ENGINEERING INC. Copyright 2003. c All rights reserved �No. G 052698� * Exp. 12-31-06* CF 0 a• r PROJECT NO: 031007 REVISIONS A B.D. 12/15/03 DATE: 10-10-03 CHECKED BY: R. PLUMP SCALE: N.T.S. SHEET NO: PLOT DATE: R i ! REINFORCING STEEL: k "]Sb*p A 1. ALL FRAMING LUMBER SHALL CONFORM TO "STANDARD GRADING AND DRESSING RULES NO. 16 OF WEST COAST LUMBER INSPECTION BUREAU. EACH PIECE SHALL BEAR THE GRADE STAMP OF AN APPROVED GRADING AGENCY, EXCEPT EXPOSED LUMBER SHALL BEAR NO MARKINGS WHICH WILL BE VISIBLE AFTER INSTALLATION. 2. FRAMING LUMBER SHALL BE DOUGLAS FIR, S4S, UNLESS OTHERWISE NOTED. THE FOLLOWING GRADES SHALL BE THE MINIMUM ACCEPTABLE GRADES, UNLESS OTHERWISE NOTED: ITEM MINIMUM GRADE STUDS: 2" THICK, 4" WIDE (STUD HT.=8'-1" MAX.). .CONSTRUCTION GRADE 2" THICK, 4" TO 8" WIDE. . . . . . . . . . . NO 2. OR BETTER STRUCTURAL. LIGHT FRAMING: 2" TO 4" THICK, 2" TO 4" WIDE . . . . . . . NO. 2 OR BETTER STRUCTURAL_ JOISTS AND PLANKS: 2" TO 4" THICK, 6" AND WIDER . . . . . . . NO. 1 OR BETTER BEAMS AND STRINGERS: 5" AND THICKER, 6" AND WIDER . . . . . . . NO. 1 OR BETTER POSTS AND TIMBERS: 5" X 5" AND LARGER . . . . . . . . . . . . . NO. 1 OR BETTER 3. MAXIMUM STUD HEIGHT SCHEDULE AT NON -BEARING WALLS (LATERALLY BRACED) 2 X 4 AT 16" ox. . . . . . . . . .12' - 0" 2 X 6 AT 16" ox. . . . . . . . . .18' - 0" 2 X 8 AT 16" ox. . . . . . . . . .23' - 0" U.O.N. 4. PLYWOOD SHALL CONFORM TO PRODUCT STANDARD PS-1-95. PLYWOOD SHALL BE APA GRADE STAMPED, INCLUDING PANEL INDEX NUMBER. ROOF SHEATHING SHALL BE 1 /2" CD-X STRUCTURAL 1, P.1, 32/16, UNLESS OTHERWISE NOTED. SEE SHEAR WALL SCHEDULE FOR SHEAR PANEL SHEATHING. ROOF SHEATHING AND SHEAR PANELS SHALL BE IN PLACE AND INSPECTED BY THE BUILDING OFFICIAL RIOR TO COVERING.' INSTALL WITH FACE GRAIN ACROSS SUPPORTS AND ALL JOIST SHALL BE BLOCKED EXCEPT WHERE NOTED ON PLANS. 5. ALL OPENINGS THRU ROOF SHALL BE NAILED PER BOUNDARY NAILING OF PLYWOOD DIAPHRAGM NAILING REQUIREMENTS. 6. ALL GLUE LAMINATED MEMBERS AS SHOWN ON PLANS SHALL BE IN ACCORDANCE WITH A.I.T.C. SPECIFICATIONS. ADHESIVES SHALL BE WATER RESISTENT INTERIOR W.C.L.A. SPECIFICATION COMBINATION (SEE BELOW) INDUSTRIAL APPEARANCE GRADE. A.I.T.C. INSPECTION CERTIFICATES SHALL BE FURNISHED WITH EACH BEAM. SUBMIT SHOP DRAWINGS TO THIS ENGINEER FOR REVIEW PRIOR TO FABRICATION. SIMPLE SPAN BEAMS 24F - V4 CANTILEVERED BEAMS 24F - V8 7. FRAMING HARDWARE SHALL BE SIMPSON "STRONG -TIE" CONNECTORS OR EQUAL. ALL SUBSTITUTES SHALL BEAR I.C.B.O. APPROVAL, UNLESS OTHERWISE INDICATED ON DRAWINGS. ALL FLUSH WOOD TO WOOD CONNECTORS SHALL BE MADE WITH "SIMPSON" METAL HANGERS AS FOLLOWS: 2 X 4, 6, & 8 MEMBERS . . . . . . . . ..U" SERIES 2 X 10, 12, 14, & 16 MEMBERS. . . . . ..HU" SERIES 4 X & LARGER . . . . . . . . . . . . . ..HUTF" SERIES 8. NAILING SCHEDULE, TYPICAL UNLESS OTHERWISE NOTED ON DRAWINGS: CONNECTION COMMON NAILS JOIST TO SILL OR GIRDER, TOE NAIL 3 - 8d BRIDGING TO JOIST, TOE NAIL, EACH END 2 - 8d 1 X 6 SUB -FLOOR TO EACH JOIST, FACE NAIL 2 - 8d 1 X 8 SUB -FLOOR TO EACH JOIST, FACE NAIL 3 - 8d 2 X T & G FLOOR DECKING TO JOIST, BLIND & F.N. 2 - 16d SOLE PLATE: TO JOIST OR BLOCKING, FACE NAIL 16d Q 16" ox. TOP PLATE TO STUD, END NAIL 2 - 16d DOUBLE STUD, FACE NAIL 16d @ 24" ox. DOUBLE TOP PLATES, FACE NAIL 16d © 16" ox. TOP PLATES, LAPS & INTERSECTIONS, FACE NAIL 2 - 16d CONT. HEADER, 2 PIECES, FACE NAIL ALONG EDGES 16d @ 16" ox. CEILING JOISTS TO PLATE, TOE NAIL 3 - 8d CONT. HEADER TO STUD, TOE NAIL 4 - 8d CEILING JOISTS, LAPS OF PARTITIONS, FACE NAIL 3 - 16d CEILING JOISTS TO PARALLEL RAFTERS, FACE NAIL 3 - 16d RAFTER TO PLATE, TOE NAIL 3 - 8d 1 X BRACE TO EACH STUD AND PLATE 2 - 8d 1 X 8 SHEATHING OR LESS TO EACH BEARING, F.N. 2 - 8d WIDER THAN 1 X 8 BOARD TO EACH BEARING, F.N. 3 - 8d BUILT-UP CORNER STUDS 16d @ 24" ox. BUILT-UP MEMBERS (2 MEMBERS) 20d @ 32" ox. T & B - STAGGERED BUILT-UP IVtiEMBERS (3 OR MORE MEMBERS) 1 /2" THRU BOLTS 24" ox. STAGGERED 2" PLANKING, FACE NAIL, AT EACH BEARING PT. 2 - 16d PLYWOOD WALL SHEATHING, ROOF, AND SUBFLOOR 3/8" PLYWOOD . . . . . . . . . . . . . . . . . . 8d 1 /2" PLYWOOD . . . . . . . . . . . . . . . . . . 1 Od 5/8" PLYWOOD . . . . . . . . . . . . . . . . . . 10d 3/4" PLYWOOD . . . . . . . . . . . . . . . . . . 10d ADDITIONAL NAILING NOTES: A. ALL NAILS SHALL BE COMMON NAILS UNLESS OTHERWISE SPECIFIED ON DRAWINGS. B. PLYWOOD SHEATHING SHALL BE NAILED AS FOLLOWS UNLESS OTHERWISE NOTED ON DRAWINGS: BOUNDARY NAILING - 4" ox. EDGE NAILING - 6" ox. FIELD NAILING - 12" ox. C. ALL NAILS EXPOSED TO THE WEATHER SHALL BE GALVANIZED. 9. MISCELLANEOUS ITEMS, WHERE APPLICABLE: A. MUDSILLS: "WOLMANIZED" NO. 2 D.F., S4S, OR BETTER. B. ROOF DECKING: SELECT DECKING -DRY, 2 X 6 T & G, V-GROOVE DOUGLAS FIR. C. FASCIA: NO. 1, EXPOSED HEMLOCK OR SPRUCE, SELECT FOR APPEARANCE. D. EXTERIOR TRIM: NO. 1, EXPOSED D.F., SELECT FOR APPEARANCE. 10. (MIN.) HEADER AND CEILING JOIST SCHEDULE FOR UPPER MOST FLOOR. MIN TO BE USED UNLESS OTHERWISE NOTED. SEE DETAIL SHEETS TO INFORMATION. 11. ALL BOLTS THRU WOOD SHALL HAVE STANDARD WASHERS EXCEPT WHERE METAL SIDE PLATES ARE SPECIFIED. BOLT HOLES SHALL BE NOT MORE THAN 1 /16" LARGER THAN THE BOLT DIAMETER, UNLESS OTHERWISE NOTED. 12. SILL PLATES SHALL BE BOLTED TO FOUNDATIONS WITH 1 /2" X 10" LONG ANCHOR BOLTS AT 6'-0" ox., UNLESS OTHERWISE NOTED. 13. BRIDGING OF JOISTS OR RAFTERS: (MAX) PROVIDE BRIDGING AT 10'-0" ox. FOR ROOF RAFTERS AND i i FOR FLOOR JOIST. PROVIDE SOLID BLOCKING AT ALL BEARING LOCATIONS. (MIN. TWO BOLTS PER MEMBER • ! ENDS) 14. DIAPHRAGM NAILING NOTE: WHERE 8d NAILS ARE SPACED 2-1/2" ox. OR 10d NAILS ARE SPACED 3" ox. HAVING A MINIMUM PENETRATION OF 1-5/8" INTO THE SUPPORTING MEMBER, THE SUPPORTING MEMBER SHALL BE A 3 X MINIMUM AND THE NAILS SHALL BE STAGGERED. 15. ROOF DESIGN LOADS: THE LOADS GIVEN ARE MINIMUM DESIGN LOADS. PROVIDE ENGINEERS, FOR THEIR REVIEW, ANY MECHANICAL EQUIPMENT NOT SHOWN ON THESE DRAWINGS AND ANY SPRINKLER MAINS PROPOSED TO BE SUPPORTED BY THE ROOF STRUCTURE. FURNISH SIZES, WEIGHTS, AND LOCATIONS. LOCATION: GRAVITY D.L. GRAVITY L.L. MAIN ROOF 15 PSF 20 PSF (REDUCIBLE) MANSARD 30 PSF 20 PSF MECHANICAL EQUIPMENT AS NOTED ON PLANS. ALL LIVE LOADS REDUCIBLE IN ACCORDANCE WITH APPLICABLE CODE. WIND BASIC VELOCITY 70 MPH EXPOSURE C WIND: P = 19.5 PSF (VARIES) 1. REINFORCING STEEL SHALL CONFORM TO ASTM A-615 GRADE 60, UNLESS OTHERWISE NOTED. ALL REINFORCING SHALL BE FROM IDENTIFIED STOCK WITH MILL ANALYSIS SUPPLIED. ALL DOWELS, #4 OR SMALLER MAY CONFORM TO ASTM A-615 GRADE 40. 2. DOWELS SHALL BE PROVIDED AT POUR AND CONSTRUCTION JOINTS AND SHALL BE THE SAME SIZE AND SPACING AS THE REINFORCING SHOWN FOR THE SUBSEQUENT CONSTRUCTION, UNLESS OTHERWISE NOTED. 3. REINFORCING SHALL HAVE THE FOLLOWING MINIMUM COVER: A. CONCRETE CAST AGAINST EARTH. . . . . . . 3" B. SLAB ON GRADE . . . . . . . . . CENTER (FOR ONE LAYER) 4. WHEN REQUIRED WELDING OF REINFORCING STEEL SHALL CONFORM TO "STRUCTURAL WELDING CODE - REINFORCING STEEL" (AWS D1 - 4-79). THE MILL ANALYSIS SHALL INCLUDE THE CARBON EQUIVALENCE TO ESTABLISH WELDABILITY. NO WELDING SHALL BE DONE AT THE BEND IN A BAR. WELDING OF CROSS BARS (TACK WELDING) SHALL NOT BE PERMITTED EXCEPT AS AUTHORIZED OR DIRECTED BY THE ENGINEER. 5. ALL CONTINUOUS BARS OR DOWELS OF #3 THRU #6 IN SIZE SHALL LAP 40 BAR DIAMETERS IN CONCRETE AND MASONRY, UNLESS OTHERWISE NOTED. FOR BARS LARGER THAN #6, SEE PLAN FOR SPLICE DETAILS. WIRE MESH SHALL LAP MINIMUM OF 12". 6. BARS SHALL BE CLEAN OF RUST, GREASE OR OTHER MATERIAL LIKELY TO IMPAIR BONDING. BENDS SHALL BE MADE COLD. 7. CONTINUOUS INSPECTION OF CONCRETE SHALL BE SCHEDULED SO THAT PLACEMENT OF REINFORCING STEEL, CONDUIT, SLEEVES, AND EMBEDDED ITEMS MAY BE CORRECTED PRIOR TO PLACEMENT OF OVERLYING GRIDS OF REINFORCING STEEL. 8. ALL REINFORCING STEEL LAPS OR SPLICES SHALL BE AS INDICATED ON PLANS, WHERE LAP OR SPLICE LOCATIONS ARE NOT SPECIFIED, LAPS OR SPLICES SHALL BE WELL STAGGERED. 9. ALL FIELD WELDED REINFORCING STEEL SHALL CONFORM TO ASTM A-706 GRADE 60. WELDING SHALL BE PERFORMED BY BUILDING DEPARTMENT APPROVED CERTIFIED WELDERS USING E70XX ELECTRODES. ALL FIELD WELDING SHALL BE CONTINUOUSLY INSPECTED BY A REGISTERED DEPUTY INSPECTOR AT THE EXPENSE OF THE GENERAL CONTRACTOR UNLESS A PRIOR AGREEMENT IS NEGOTIATED WITH THE OWNER. A.B. . . . . . . ANCHOR BOLT ABV. . . . . . .ABOVE A/C . . . . . . AIR CONDITIONING ALT. . . . . . . ALTERNATE 0 . . . . . . . AT BLK. . . . . . .BLOCK BLK'G. . . . . .BLOCKING BM. . . . . . . BEAM B.N. . . . . . BOUNDARY NAILING C . . . . . . . CAMBER . . . . . . . CENTER LINE C.J. . . . . . . CEILING JOIST CONC. . . . . . CONCRETE CONT. . . . . . CONTINUOUS D OR d . . . . NAIL PENNY DBL. . . . . . .DOUBLE DF . . . . . . .DOUGLAS FIR DFPT . . . . . DOUGLAS FIR PRESSURE TREATED 0 . . . . . . . DIAMETER DO . . . . . . .REPEAT FRAMING E.F. . . . . . . EACH FACE ELEV. . . . . . ELEVATION EQ. . . . . . . EQUAL EQUIP. . . . . .EQUIPMENT E.W. . . . . . . EACH WAY E.N. . . . . . . EDGE NAIL (E) . . . . . . EXISTING EXT. . . . . . . EXTERIOR FLR. . . . . . . FLOOR F.O.B. . . . . . FACE OF BEAM F.O.S. . . . . . FACE OF STUD FTG. . . . . . . FOOTING F.G. . . . . . . FINISH GRADE GA. . . . . . . GAUGE GALV. . . . . . GALVANIZED GLB. . . . . . .GLUE LAMINATED BEAM HDR. . . . . . HEADER HORIZ. . . . . .HORIZONTAL INT. . . . . . . INTERIOR JST. . . . . . . JOIST MAX. . . . . . .MAXIMUM MECH. . . . . . MECHANICAL MIN. . . . . . . MINIMUM N.T.S. . . . . . NOT TO SCALE O.C. . . . . . .ON CENTER OPNG. . . . . .OPENING R.R. . . . . . . ROOF RAFTERS REINF. . . . . . REINFORCING R.O. . . . . . . ROUGH OPENINGS SHTG. . . . . . SHEATHING SQ. . . . . . . SQUARE STD. . . . . . . STANDARD SPECS. . . . . SPECIFICATIONS T&B . . . . . . TOP & BOTTOM T&G . . . . . . TONGUE & GROOVE TYP. . . . . . . TYPICAL U.B.C. . . . . . UNIFORM BUILDING CODE U.N.O. . . . . . UNLESS NOTED OTHERWISE VERT. . . . . . VERTICAL WD. . . . . . . WOOD W/ . . . . . . .WITH W.W.F. . . . . . WELDED WIRE FABRIC This design and drawing are for use on specific site indicated and is the exclusive property of PLUMP ENGINEERING INC, and shall not be used, duplicated or altered in part or in whole without written approval of PLUMP ENGINEERING INC. Copyright 2003. o All rights reserved � No, G 052696� * Exp. 12-31-06* OF A • , , a PROJECT NO: 031007 AlREVISIONS AB.D. 12/15/03 DATE: 10-10-03 CHECKED BY. R. PLUMP SCALE: N.T.S. SHEET NO: PLOT DATE: 1/2" STRUCT.1 (32/16) 2L PLYWOOD SHEATHING W/ 1 Od 0 6" S.N. & E * N 1 Od @ 12" F.N. SEE :7 (BLOCKED) S S 4) 2-2x6 4x6 CONT. BLK'G LL_ W/"CMST1 4" STRAP oa FULL LENGTH OF BLK'G. x (o N 2-2x x (D 4x12 _04 2x6 @ 24" a a U- aU- 2x6 @ 24" 6 x C14 x (o x CD C14 I I I S S 4 x — — — — — — 4x12 — MAU� 2x6' @ 24" 6 S4 900# %K+ 5r tK tK 5r, -- — — — — — — "HCP4", TYP. EA. CORNER 5 74 �01 10 10 9 a m -uv 142 - SCALE: 1/4--1'-0- ?i s$_n1f qn'_n of As —Ott y)p—oll FOUNDATION PLAN. or.,N SCALE: 1/4--lo—ow 41� SHEET NO: CS2 PLOT DATE: Will]• z I A . l + I VIA� ►! fi VERT. REBAR. (REQ'D. AT JAMBS r r OR END OF WALL PROVIDE CLEANOUT ONLY) 0 BOTTOM COURSE JAMB OR MALL END BAND BEAM BLOCK (C� ALL HORIZ. REBAR) SCHEDULED REINF. SHALL APPLY IN ALL CASES UNLESS NOTED OTHERWISE ON SPECIFIC DETAILS OR SECTIONS. TYPICAL WALL REINFORCING SCHEDULE WALL THICKNESS VERT. REINF. HORIZ. REINF. REMARKS 8 #5 4 16" O.C. #4 Ca? 24" O.C. NO SPECIAL INSPECTION REQ'D HORIZONTAL REBAR SHALL TERMINATE W A STANDARD HOOK WHICH ENCIRCLES THE VETICAL REBAR OR W/ AN EXTENSION OF PROPER EMBEDMENT LENGTH BEYOND THE REBAR AT THE END OF THE WALL SECTION. TYP. ONLY WALL DETAIL SEE SECTION - RIGHT IF �� � &1 A!� EMBEDMENT LENGTH ANCHOR BOLT OR STANDARD HEADED BOLT I < z W Li CL 0- 0 Li z m 4" MIN. N. ;LEEVE ,LEEVE WHERE PIPES ARE MORE THAN 3'-0" BOTTOM OF FOOTING, NOTIFY ENGINEER `~ PROCEEDING WITH CONSTRUCTION. FACE OF WALL OR CONCRETE STANDARD NUT & WASHER - TYPICAL UNLESS OTHERWISE NOTED EMBEDMENT LENGTH BOLT SIZE (TYPICAL U.N.O.) 3/8" 3/4" 7/8" CONCRETE LEDGER 4" 5" 5" MASONRY LEDGER 5" 6" 6" STEEL COLUMN BASE PLATE 10" 12" 12" WOOD SILL PLATE 7" 7" 7" NOTE: EMBEDMENT LENGTHS ARE FOR 3/4" BOLTS OR SMALLER. SEE PLAN FOR EMBEDMENT LENGTHS FOR LARGER BOLTS. BOLT EMBEDMENT LENGTH "D" REINF'G. SAME SIZE AS FTG. REINFORCING - NOT LESS THAN "D", LR. BOTTOM 32 BAR OF FTG. DAM. LAP 15" MIN. "X"=2 "Y" TYPICAL NOTE: NO PIPES ALLOWED IN STEP FOOTING. EI I _ OPENING CT- --I-#5 JAM ELEVATION WALL REBAR CONTROL JOINT OLTERNATING RE OCCURS) #3 j HAIRPIN TIES Q 16" O.C. �2) #5 BARS, TYP. OR AS NOTED) - STANDARD LINTEL BLOCK B BARS TYP. U.N.O. HALL BE CONTINUOUS TERAL SUPPORTS OR OORS. FOR BAR SEE TYP. CONCRETE LS METAL JAMB CASING SECTION in 1 /4 THE SLAB THICKNESS OR 2" WHICHEVER IS GREATER PLASTIC STRIP OR SAWCUT SLAB SHOULD BE SAWED AS SOON AS POSSIBLE AFTER POURING. CONTROL JOINT 5/8" SMOOTH ROD @ 24"o.c. X 2'-0" LONG - TYPICAL UNLESS OTHERWISE NOTED. LOCATE DOWELS AT CENTERLINE OF SLAB AND PERPENDICULAR TO JOINT. } 1 /4" RADIUS TOOLED EDGE TAPE OR COAT ONE END OF ROD TO PREVENT BONDING OF CONCRETE. I 3/8" EXPANSION JOINT MATERIAL CONTRACTION JOINT SEE GENERAL NOTE EET FOR CLEARANC V'. HORIZONTAL REINFORCING Ltt } z I W 0 z to Lij Z t`! Q < o m I ! .M ps It • ' .. b 40 BAR DIAM. 2 -0 MIN. 4 v POURED -IN -PLACE CONCRETE WALLS, FOOTINGS, OR MASONRY WALLS, VERTICAL REINFORCING J WHERE APPLICABLE �s 2 - #5 END B" TYPICAL U.O.N. • 41 0 40 BAR DIAM. 2'-0- MIN. 40 BAR DIAM. 2'-0" MIN. PLAN VIEW - DOUBLE CURTAIN lip10 �WN 135' STIRRUP HOOK 90' BEND z OFFSET BAR 6 MIN. CONCRETE SURFACE 'z �Uj WITHOUT WITH STANDARD HOOK HOOK 1 Z5 TIMES TH SPLICE LENGT OR 6" MAX. "D" 1-1/2" RADIUS MIN. "D" POURED -IN -PLACE CONCRETE WALLS, FOOTINGS, OR MASONRY WALLS. HORIZONTAL REINFORCING 1 - #5 VERTICAL TYP. U.O.N. ALTERNATE BENDS L -V IYIIlV. PLAN VIEW - SINGLE CURTAIN BAR SIZE "D" "H"/180 "H"f 135 "H"/90 # 3 2-1/4' 6" 4," 12" # 4 3" 8" 5-1/2" 12" # 5 3-3/4" 10" 7" 12" # 6 4-1/2" 12" NIA 12" # 7 5-1/4" V-2" 12" # 8 8" 1'-4" 12" # 9 9-1/2" 1'-7" 12" VERTICAL REINFORCING WHERE APPLICABLE 2 - #5 END BARS TYPICAL U.O.N. REINFORCEMENT = GRADE 40 REINFORCEMENT = GRADE 60 BAR SIZE EMBEDMENT SPLICE LENGTH EMBEDMENT SPLICE LENGTH WITHOUT HOOK WITH HOOK WITHOUT HOOK WITH HOOK # 3 12" 12" 1'-3" 12" 12" 1'-9" # 4 12" 12" 1-8„ 12" 12„ 11-90 # 5 12" 12" V-10 V-6" 12" 2'-6" # 6 1'-4" 12" 2'-4" 2'-0" 12" 3-6,1 1'-3" 4'-8" # 8 2,-4" 12" 4'-0" 3,-6," 1,-6„ 6,-01, # 9 3'-0" 1'-411 5'-3" 4'-6" 2'-0" 7'-9" THE ABOVE LENGTHS ARE FOR CAST -IN -PLACE. 3» t. a r �F r I ISO Owl This design and drawing are for use on specific site indicated and is the exclusive property of PLUMP ENGINEERING ING, and shall not be used, duplicated or altered in part or in whole without written approval of PLUMP ENGINEERING INC. Copyright 2003, c All rights reserved No. C 052 1 EsxP. 12-81-06 \� WF CAUt'I PROJECT NO: 031007 REVISIONS DATE: 10-10-03 CHECKED BY: R. PLUMP SCALE: N.T.S. SHEET NO: S3 #4 RODS AS SHOWN WITH STD. o»'! BEND AT END (4) TOTAL TUBE 2 " x 2 " 1�O '— x 4 1/7" BUMPER 2"x2"x.120x6"LON CAP BOTH ENDS ANGLE FRAME 2" x 2" x 3/16"CL 4" x 4" BUTT HINGE 3/1 O" CMU WALL 402 LEDGER 4°x4"x1/4" BENT PLATE x D`—G" long 1/8 SIDES m F L_'� 4~ " x 411 BUTT HINGE �� RAFTER PER PLAN RAFTER PER PLAN 3—#10 SCREWS #4 CONT.—� 22 GA.---' STUDS @ 24° O CHORD BARS 0.145"0 SHOT PINS @ 24" 8" Ck4U WALL BOUNDARY NAILING /B.N.\ TYP INTERMEDI 2 x 4 M|N. FU AT UN�UPPOR� EDGE8, WK BO| NA|UN8, BLDC REQUIRED ONL\ WHEN CALLEDON PLANS | FOR ITEMS NOT NOTED. SEE 2x4 STUDS @ 15" LBV44 `--BEAM PER PLAN HANGER 4xO BLK'G °PA28" 46 LEDGER W/ 3/4"0 M.B. @ 32" O.C. `°.'r- L-L-°""` TV/ EDGE NAILING (E ) MIN.PLYWOOD SHEET PLAN 3x BLK"G "A35" @ 24", lYP. 8d @ O^, T.8cB. 3/8" PLYWOOD 2x4 STUDS @ 16^ 16d @ 0" 4x4 BLK`G LBV44 HANGER �� '3/R° MIN. EDGE DISTANCE FOR NAILS BEARING WALL 8"CMUWALL ------- �� 24" D.C. /b �4 (H) @ 2 4 " D.C. OWLS SAME SIZE 8c SPACING AS AS VER[ RE|NF'G (ALT BENDS IN FOOTING) DOWELS 12° ~ @ 24° O.C. CONC. SLAB PER ---- PLAN DETAIL �� �� � �� 0 � N U��� � (»/ n� � ""V 0 6° (}.C. a_ � /—#4CONT. —' o — — — — — — — - " 8 CMU WALL�EE DWLB SIZE 8x SPACING TO MATCH VERT RE|NF^G' CONC, SLAB WV #5 0> 12" E.YY., T.8c.B SLAB BOTH SIDES AS OCCURS This design and drawing are for use on specific site indicated and is the exclusive property of PWMP ENGINEERING INC. and shall not be used, duplicated or altered mpart mmwhole Without written approval ofp0MP ENGINEERING INC. Copyright 2003. * All rights reserved No C 05269 REVISIONS 10-10-03 CHECKED BY: R. PLUW PLOT DATE: