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ELEVATION NOTES REVISIONS BY ---------- ------ — ------- III _n__� _ i i 7/8" STUCCO 0/ EXPANDED WIRE LATH TOP OF RIDGE 0/ BLDG. PAPER — 2x6 BALLOON FRAME 10 S STYLE MISSION TILE ROOF.11 EAVE GUTTER 2ND FLR. CEILING LINE / TOP OF PLATE SYNTHETIC STONE VENEER GROUND FLOOR CEILING LINE 2X TRIM W/ STUCCO OVER 13 ADJACENT FINISH GRADE G.I. FLASHING 0 ROOF TO WALL (MIN. 1' BELOW FINISH FLOOR LINE) 2ND FLOOR LINE G STUCCO OVER FOAM TRIM EXTERIOR STUCCO OR WROUGHT IRON RAILING @ FOAM CORBEL W/ STUCCO OVER FINISH FLOOR LINE 9 12 I--------------------------- cl r4 4 SCALE: 1/8" = l'-O" 7 7, Ln cu 12 b a n y 7, +k� ZZ K 14 ■ ■ oc - yo 15 4 WEST ELEVATION, SCALE: 1/8" = V-0" SOUTH ELEVATION SCALE: 1/8"=1,-011--1 92 T EAST - M-UMA !�l 1 SCALE: 1/8" = 1'-0" ■ r, n EUCLID PACIFICA PLAN NO.1 DP No. OOmO65, ER No. 00=180 A TA, ANA -5 IDEPT POLI na 328 S. EUCLID STREET, SANTA ANA CA 927104 324SE A!.& y PROJECT DIRECTORY: e f. NEW It AFTER PROJ ECT ADDRESS: HIGHWAY DEDICATION % PROPERTY LINE 124 S. - 328S. EUCLID STREET, SANTA ANA, CA 92704 'j N 89'29'42" W 120'" —0 4.0 ai t}t t1„ , z't„ .r 4 41-11, -ASSESOR PARCEL NO.: 1-113 0 F77 " 1 108-434-028 PROPOSED LOCATION OF GAS AND ELECT. METER (TYPICAL AT EVERY UNIT) OWNER: THOAl TANG 4906 W. 1 ST STREET, SANTA ANA CA 9.2703 13'-0" TELE: (714)210-2885 CADWELL H E T INDEX: CONTACT PERSON: GARY TANG AND CURT S, E q_v /-o" LOT 4 Li DESIGN: PLAN I REVERSE TS-1 TITLE SHEET, SITE PLAN, AND GT DEVELOPMENT, INC I< ELEVATIONS 4906 W. FIRST ST. SANTA ANA, CA 92703 a N-1 GENERAL NOTES T,ELE: (714)21,01-1596 N-/ ; `' 1 POLICE NOTES ST-1 FLOOR PLANS ENGINEERS - LAM NGUYEN T 2 FOUNDATION PLAN AND DETAILS 12277 BAJA PANORAMA T -3 ROOF & CEILING PLAN AND SANTA ANA, CA 92705 FRAMING PLANS TEL: (714) 392 5481 ST-4 WINDOW SCHEDULES _ ST-5 STRUCTURAL NOTES ST-6 STRUCTURAL N 89*29'42" __ W 120'—Op' PROPERTY LINE SCOPE OF WORK/D-1 DETAIL'i ......._... ._._._____. LEGAL DESCRIPTION D-2 DETAILS. D-3 DETAILS i�j 71 S/2, NE/4 517, TS5S, R10W, S.B.B. & M, T-24 TITLE 24 CITY OF SANTA ANA, COUNTY OF LINE OF 31' EASEMENT ORANGE, STATE OF CALIFORNIA AS PER ,lFDy RROADS PER DOCUMENT RECORDEDIN B� DEED RECORDED IN BOOK 102, P 274 OF Dt"K 130, PAGE 494 OF EDS. DEEDS ORAS PER MAP BOOK50 P13 -ABBREVIATIONS 22 WESTMINSTER AVE m 0 ry 0 0 ry mROJECT ,.,3P D SITE < NOT V) BOLSA AVE ry r v >1 m r C�" 0 EDINGER AVE ry :D III IDA CX rqj pi sag .1" z Z, S z Q� �NA c\j LO C4 c NJ < 0 cr- W u_ z "Is > UJ 7p RECORDS OF SURVEY, ORANGE CO. A.B. ANCHOR BOLT MAINT. MAINTENANCE 0 z 0 o ALUM./AL. ALUMINUM MAT'L MATERIAL lq* cl) Q_ TOTAL LOT SIZE: ACOUS. ACOUSTICAL MAX MAXIMUM 0 n 30*-0" 66.75 x 120 FT = 8010 SQ FT LOT A.C. ASHPALT CONCRETE M. B. MACHINE BOLT LOT 3 A.C. OR A/C AIR CONDITIONING MECH. MECHANICAL PLAN 2 I A. D. ACCESS DOOR . ',ET METAL n 42'-0" A.F.F. ABOVE FINISH FLOOR MEZZ, MEZANINE U LOT ALLOTMENT FOR HIGHWAY MFG. MANUFACTURER uj DEDICATION: BD. OR BRD. BOARD MISC. MISCELLANEOUS � 8 0" 66-75 FT x 10 FT = 667.5 SQ FT BLDG. BUILDING M.O. MASONRY OPEENNING O'_ z uj BLK. BLOCK MIN. ;IINIMUM BLKG. BLOCKING MULL. MULLION E uj i R/W INE NET SIZE OF LOT: BM. BEAM B. N. BOUNDARY NAILING (N) NEW 25'-0" l< 7342.5 SQ FT PER LOT BOT. BOTTOM NO. .T.S. NOT TO SCALE AREA TABULATION: C.B. CARRIAGE BOLT N.I.C. NOT IN CONTRACT -------------- NUMBER w OF EUCLID-1 STREET CURB LINE SCALE: 1/16" = I'-01' AREAS ARE TAKEN FROM EXTERIOR C c CANTER TO CENTER CER. CERAMIC O.C. ON CENTER FACE OF STUDS NOT INCLUDING I ��b I - I'S/o CEM. CEMENT O.D. OUTSIDE DIAMETER ARCHITECTURAL PROJECTIONS: CLG. CEILING O.H. OPPOSITE HAND N G LOWER LEVEL 1594 SF CLR. CLEAR OPN'G OPENNING UPPER LEVEL 1110SF C.M.U. CONCRETE MASONRY UNIT O.D. OVERFLOW DRAIN TOTAL LIVING AREA 2704 SF COL. COLUMN COMPO. COMPOSITION P.A. PLANTING AREA -xp 03 4 m GARAGE 651 SF CONC. CONCRETE PLAS. PLASTER NO-369 7 BALCONY 267 SF CONN. CONNECTION P.L.F. PER LINEAR FOOT CONSTR. CONSTRUCTION PLYWD. PLYWOOD �p CONT. CONTINUOUS P.J. POUR JOINT Ix CORR. CORRIDOR PR. PAIR 1% CODE COMPLIANCE CSK.' COUNTERSINK PROJ. PROJECTION 41 0 � P CAI C.J. CONTROL JOINT LEGAL JURISDICATION: C.I. CAST IRON Q.T. QUARRY TILE CITY OF SANTA ANA, CALIFORNIA C.L. CENTER LINE R. RISER W DBL. DOUBLE R. OR RAD. RADIUS 0 APPLICABLE CODES: 2001 FOR ALL BELOW DET.. DETAIL R.C.P. REFLECTED CEILING PLAN z CALIFORNIA BUILDING CODE D.F. DOUGLAS . FIR R.D. ROOF DRAIN D.F. DRINKING FOUNTAIN REF. REFERENCE CALIFORNIA MECHANICAL CODE DIA. DIAMETER REINF. REINFORCE CALIFORNIA PLUMBING CODE DIAG. DIAGONAL REQ'D REQURIED W CALIFORNIA FIRE CODE DIN. DIMENSION' RES. RESILIENT w CALIFORNIA ELECTRICAL CODE DIR. DIRECTION RM. ROOM CALIFORNIA ENERGY CODE DO.O. DOOR OPENNING R.O. ROUGH OPENNING (TITLE 24, PART 6) DR. DOOR REDWQ REDWOOD LU D.S. DOWNSPOUT WDWG. & DRER. DRAWING SECT, SECTION cc RESIDENTIAL DWELLINGS: SHT. SHEET CONSTRUCTION TYPE: V-N EA. EACH Sim. SIMILAR OCCUPANCY GROUP: R-3/U-1 E.N. EDGE NAIL. SIMUL. SIMULATED E C rm r < W ELEC. ELECTRICAL SPECS. SPECIFICU. C) ELEV. & EL. ELEVATION S.F. SQUARE F U J EQ. EQUAL S.S. OR S/S STAINLESS STEEL-OCT 2 1 2003 DRAWING SYMBOLS EQUIP. EQUIPMENT S.S. SERVICE SINK EXIST. OR (E) EXISTING STA. STATION E.J. EXPANSION JOINT STD. STANDARD 0 it y z REVISION DESIGNATION EXP. EXPOSED STL. STEEL w < EXT. EXTERIOR so. SQUARE U) 0, NORTH ARROW STRUCT. STRUCTURAL FLG. FLANGE SUSP. SUSPENDED F.H.C. FIRE HOSE CABINET SYM. SYMMETRICAL C Z 00 DRAWING / GRAPHIC SCALE FIN. FINISH 0 c\I Z FyRkoly _r cy) < :4. -, FILD NAIL T. OR TR. TREAD 0 8 FLOOR T.D.C. TRAFFIC DECK COVERING REPRODUCTION PLANNING D_*t6k0N',i FINISHED OPENNING T&G TONGUE & GROOVE W Q Q F. FACE OF CONCRETE T. OR TEMP. TEMPERED �25 DETAIL KEY CE OF FINISH THK. THICK 0 0 Z M A M R 11) -4-- flDETAIL NUMBER OVER 92 ro. FACE OF STUD T.O.C. TOP Or CONCRETE OR CURB \,3: 2: < 16� OWN& rO U N FOUNDATION T.O.M. TOP OF MASONRY DRAWING NUMBER co 'r. -R-T:I: TB_ ER R I I*PLASTER T.O.S. TOP OF STEEL F.D. 004 Typ, TYPICAL SECTION KEY DISCR. AC71"'N \ I . 1J. `++-MOR S N T.O.W. TOP Or WALL A SECTION NUMBER OVER Landscape, Plv S.D. FULL SIZE DETAIL T.O. SH. TOP OF SHEATING DRAWN: JACKIE 6 , - TOP OF CORNICE DRAWING NUMBER T.O. COR. ,A l GAUGE U.N.O. UNLESS NOTED OTHERWISE CHECKED: -- ELEVATION ELEVATION KEY GL. GLASS ELEVATION NUMBER OVEBXrE: _GAt4,r—6-ALVANIZE V.T. VINYL TILE 6 DRAWING NUMBER GR. GRADE V.C.T. VINYL COMPOSITION TILE DATE: 07-07-03 TRANSf"ERR BOARD VERT. VERTICAL 25 LARDED AREA KEY REDWOOD W/ WITH SCALE: AS NOT . ED r \I6,/ D WING NUMBER HORIZ. HORIZONTAL W.C. WATER CLOSET DRA G NUMBER PLANINW STRENGTH BOLT WD. WOOD law "Il W.I. WROUGHT IRON SHEET 01 4--o COLOR / MATERIAL KEY CONTA(7_1' DE DIAMETER W.L. WATER LEVEL ,is INSUL. INSULATION W.F. WIDE FLANGE ELEVATION MARK CONTACTIPTiONE (714idtff-2700, INTERIOR W.P. WORKING POINT ���1 c W.P. WATERPROOFING SUBJECT TO. f.'0NT_)r_TT0T4S LAV. FT. w',tjvc -- LAVATORY W,PL. WEAKENED PLANE F 13 DATUM ce HT WEIGHT 'k�v-4c4L,,_ A Avv—iLIGHT 4 P L A e-J 1, vra ly 2_ cE N Qi -V�Q , 1. �..,. :...... 1-_.� . , I ' REVISIONS "Affiv- THIS IS A BUILDER'S SET OF DRAWINGS PREPARED TO A LEVEL OF COMPLETION. SATISFACTORY FOR BUILDING PER -MIT PURPOSES AT THE TIME OF THEIR. PREPARATION AND FOR CONSTRUCTION BY A KNOWLEDGEABLE AND EXPERIENCED BUILDER FAMILIAR WITH THIS TYPE OF WORK. SUCH - DOCUMENTS MAY REQUIRE PREPARATION OF SUPPLEMENTAL DETAILS. PRODUCT SPECIFICATIONS, AND ELABORATION AND INTERPRETATION BY EXPERIENCED CONTRACTOR, SUBCONTRACTORS AND , OWNER'S INDEPENDENT CONSULTANTS. ' FOR CONVENIENCE OF REFERENCE AND TO FACILITATE THE LETTING OF CONTRACTORS AND SUB- CONTRACTORS, THE NOTES ARE SEPARATED INTO TITLED SECTIONS. SUCH SEPARATIONS SHALL NOT OPERATE TO: MAKE THE ARCHITECT AND ARBITER TO ESTABLISH- LIMITS BETWEEN THE CONTRACTORAND SUBCONTRACTORS, CONTENTS : DIVISION- NUMBER 1 . 2 3 4 5 6 7 8 9 to 11 12 13 14 15 16 17 TITLE GENERAL REQUIREMENTS SITEWORK CONCRETE MASONRY METALS WOODS & PLASTICS THERMAL & MOISTURE PROTECTION' DOORS & WINDOWS - FINISHES SPECIALTIES EQUIPMENT FURNISHINGS SPECIAL CONSTRUCTION CONVEYING EQUIPMENT MECHANICAL ELECTRICAL MISCELLANEOUS DIVISION t - GENERAL REQUIREMENTS SECTION I -A ARCHITECT'S STATUS THE ARCHITECT DOES NOT GUARANTEE THE GENERAL CONTRACTOR'S AND/OR SUB- CONTRACTOR'S PERFORMANCE, AND NO PROVISION OF THE CONTRACT DOCUMENTS SHALL RELIEVE THE GENERAL CONTRACTOR AND/OR SUB -CONTRACTOR FROM ANY LIABILITY DUE TO GENERAL CONTRACTOR'S AND/OR SUB-CONTRACTOWS PERFORMANCE,. INCOMPETENCE OR ERRORS OF OMISSION. OR COMMISSION- OF THE SUB -CONTRACTORS. SECTION 1-13 CODES THE GENERAL CONTRACTOR SHALL STRICTLY OBSERVE ALL CODES HAVING JURISDICTION IN THE CONSTRUCTION OF THE PROJECT BUILDING BUT NOT LIMITED TO ALL APPLICABLE FEDE- RAL, OR GOVERNING AGENCIES, ZONING CODE, PLANNING. CODE, BUILDING CODE, MECHANICAL CODE, PLUMBING CODE, ELECTRICAL -CODE. FIRE CODE OR ANY OTHER CODES, RULES, REGULATIONS AND AMENDMENTS. GENERAL CONTRACTOR ANDiOR SUBCONTRACTOR SHALL VERIFY ALL CODES REQUIREMENTS BEFORE COMMENCEMENT OF CONSTRUCTION AND BRING ANY DISCREPANCIES BETWEEN CODE REQUIREMENTS AND THE CONSTRCUTION DOCUMENTS TO THE ATTENTION OF THE ARCHITECT. I.C.B.O. APPROVED NUM- . BERS ARE CITED THROUGHOUT THESE NOTES AS A STANDARD, MATERIALS REQUIRING OTHER JURISDICTIONAL APPROVALS MUST BE PROVIDED. SECTION1--C' ERRORS AND OMMISSIONS I THE GENERAL. CONTRACTOR SHALL CAREFULLY STUDY AND COMPARE THE CONTRACT DOCUMENTS WITH EACH OTHER AND WITH THE INFORMATION FURNISHED BY THE OWNER PRIOR TO THE START OF THE WORK, AND SHALL AT ONCE. REPORT TO THE ARCHITECT AND THE OWNER ERRORS, INCONSISTENCIES OR OMMISIONS DISCOVERED OR ANY VARIANCE FROM APPLICABLE LAWS, CODES OR REGULATIONS. THE GENERAL CONTRACTOR R SHALL BE LIABLE FOR DAMAGES, LOSSES OR EXPENSES TO THE OWNER OR ARCHITECT RESULTING FROM THE GENERAL CONTRACTOR'S FAILURE . TO REPORT SUCH DISCOVERY OR FORM IT'S PERFORMANCE OF ANY -CONSTRUCTION ACTIVITY IF IT KNOWS OR SHOULD HAVE KNOWN OF SUCH ERROR,, INCONSISTENCY, OMISSION OR VIOLATION BEFORE PROCEEDING WITH THE WORK. THE GENERAL CONTRACTOR AND/OR SUBCONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF AIRY ERRORS, DISCREPANCIES OR. OMISSIONS WHICH TIME GENERAL CONTRACTOR AND/OR SUBCONTRACTOR 'SHOULD HAVE FOUND AND FAILED TO NOTIFY THE ARCHITECT OR BEFORE CONSTRUCTION AND/OR FABRICATION OF THEWORK. SECTION I-0 JOB CONDITIONS ' THE GENERAL CONTRACTOR AND/OR SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS AND. JOB . CONDITIONS AT THE JOBSITE SUFFICIENTLY IN' ADVANCE OF WORK TO BE PERFORMED TO ASSURE THE ORDERLY PROGRESS OF THE WORK. THE GENERAL CONTRACTOR AND/OR SUBCONTRACTOR I SHALL BE RESPONSIBLE FOR ASSURING THAT EACH SUBCONTRACTOR PERFORMS THE WORK IN ACCORDANCE WITH. ALL CODES IN. A TIMELY MANNER TO ASSURE CORRDINATION WITH OTHER SUBCONTRACTORS. . SECTION I-E NOT USED SECTION 1-F CLEAN-UP AND PROTECTION A. PROTECTION* ADEQUATELY; PROTECT ALL WORK FROM DAMAGE BY SUBSEQUENT CONSTRUCTION OPERATIONS. DAMAGED WORK SHALL BE REFINISHED OR REPLACED. . . B. GENERAL CONTRACTOR AND/OR SUBCONTRACTOR SHALL MAINTAIN THE PREMISES CLEAN AND . 1. FREE OF ALL TRASH, DEBRIS AND SHALL PROTECT ALL ADJACENT WORK FROM DAMAGE, SOIUNG, PAINT OVER SPRAY, ETC. ALL FIXTURES, EQUIPMENT, GLAZING, FLOORS, ETC., SHALL BE LEFT CLEAN AND READY FOR OCCUPANCY UPON COMPLETION OF THE PROJECT. I ' I DIVISION 2 - SITEVIORK . SECT -ION 2-A EARTHWORK (SEE CIVIL ENGIME-ERING, DRAWINGS AND NOTES) SOIL REPORT: PERFORM ALL WORK IN. THIS SECTION N COMPLIANCE 0-TH THE FINAL SOILS . COMPACTION AND GEOLOGICAL REPORTS. ' - DIVISION- 3 - CONCRETE . I SECTION 3-A CONCRETE WORK (CAST -IN -PLACE) (SEE STRUCTURAL DRAWINGS AND NOTES) FOUNDATIONS , A. INSTALL AS: INDICATED IN THE STRUCTURAL DRAWINGS OR AS DEPICTED BY THE FINAL SOILS REPORT. SECTION 3-B. REINFORCING STEEL (SEE STRUCTURAL NOTES). . DIVISION 4 - MASONRY I SECTION 4-A'SIMULATED BRICK MASONRY. (SEE. STRUCTURAL NOTES) PROVIDE THIN SET BRICK VENEER WHERE INDICATED ON DRAWINGS. INSTALL, MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS. BRICK COLOR SHALL BE SELECTED BY CLIENT-. MORTAR JOINTS SHALL BE TOOLED TO COMPRESS GROUT AND FILL JOINTS COMPLETELY TO A CONCAVE FINISH. MORTAR COLOR SHALL BE SELECTED BY CLIENT. I . . .DtVISION 5-A MISCELLANEOUS AND STRUCTURAL METALS: (SEE STRUCTURAL NOTES.) . METAL FABRICATED IT -EMS: METAL ITEMS AND THEIR RELATED. COMPONENTS ARE NOT NECESSARILY INDIVIDUALLY DESCRIBED. THE MOST IMPORTANT AND THOSE REQUIRING. DETAILED - DESCRIPTION ARE NOTED. MISCELLANEOUS ITEMS NOT DESCRIBED SHALL BE FURNISHED. AND INSTALLED IN ACCORDANCE NTH THE INTENT OF THE DRAWINGS AND NOTES AND AS REQUIRED TO COMPLETE THE WORK. STEEL INSERTED INTO CONCRETE IS TO BE GALVANIZED (RAILING, BUMPER. GUARDS., FENCING, ETC.) . DIVISION 6 - WOOD & PLASTICS . SECTION 6-A ROUGH CARPENTRY. (SEE STRUCTURAL NOTES) REFERENCED NOTES AND STANDARDS, . A. MARKING: WOOD AND TIMBER SHALL BE MARKED WITH ITS GRADE AND PLYWOOD WITH ITS GRADE TRADEMARK IN- ACCORDANCE WITH THE REFERENCED STANDARDS. A.PIECE WITH THE DEFECTS RENDERING IT UNSUITABLE FOR USE IN -TENDED SHALL BE NOT USED REGARDLESS OF GRADING. I LUMBER GRADING- UNLESS OTHERWISE NOTED, LUMBER SHALL CONFORM TO THE : FOLLOWING: . A. SEE STRUCTURAL NOTES FOR FRAMING LUMBER AND PLYWOOD SHEATHING S. EXTERIOR WOOD TRIM SHALL BE SAW, SIZED SEASONED- SELECT TIGHT KNOT OR BETTER CEDAR OR PINE - UNLESS OTHERWISE NOTED ON THE DRAWINGS. I C. EXTERIOR WOOD SIDING SHALL BE SAW SIZED SEASONED SELECT TIGHT KNOT OR BETTER CEDAR OR PINE IN PARTNERS AS SHOWN ON THE DRAWINGS. . D-. EXPOSED EAVE AND RAKE' SHEATHING SHALLHESELECT TIGHT KNOT CEDAR OR PINE OR BETTER I X 6 V-GROOVE T & G AS. SHOWN ON. THE DRAWINGS. : E. ROOF DECKING SHALL BE PLYWOOD SHEATHING EXTERIOR GRADE AS SHOWN ON DRAWINGS. . F. EXTERIOR DECKS, PATIOS, BALCONIES, LANDINGS AND. SIMILAR SPACES SHALL BE PLYWOOD SHEATHING EXTERIOR GRADE (SEE PLANS). 't' G. TRUSS .CONTRACTOR WHO IS AWARDED BID SHALL PREPARE AND SUBMIT PLANS ND CALCULATIONS REQUIRED BY SUBJECT GOVERNING AGENCY. SUB -FLOORING INSTALLATION NOTES: . . . A. INTERIOR PLYWOOD SHALL BE SECURED 'TO FRAMING MEMBERS WITH ADHESA* (B.F. & OOODRICH 'Pt.ASTIKON 4-00! OR EQUAL) AND NAIL .0 , D. PER STRUCTURAL NOTE .0 . ... ,$-- WO . FI,O0RS. ., . .0 . . - SHALL BE LEVEL TO WITH A lle IN 48- IN 96#. B. ALL EXTERIOR DECKS, PATIOS, BALCONIES, LANNNGS AND. SIMILAR SPACES SHALL BE SHEATED VAIN 3/4"'EXTERtOR GRADE PLYWOOD AND SLOPE 1/4�' PER FOOT MINIMUM AWAY FROM BUILIDING UNLESS OTHERWISE NOTED . I HANGERS, FRAMING ANCHORS SHALL BE GALVANIZED OR SHOP PAINTED WITH. RUST . INHIBITIVE 'PAINT. . PRESERVATIVE -'-TREATED LUMBER: A. INSTALL PRESSURE TREATED LUMBER, IN. CONTACT WITH CONCRETE. B. ALL EXPOSED EXTERIORS STRINGERS AND POSTS WITHIN 48 INCHES OF FINISF GRADE SHALL BE PRESSURE TREATED LUMBER. ' LET -IN BRACE: PROVIDE 1X6 LET. -IN BRACE AT EACH CORNER AND EVERY 25 FEET OF THE EXTERIOR WALL AT EACH FLOOR WITH A MINIMUM Or FOUR STUD SPACES BETWEEN BRACES. SECTION 6-8 FINISH- CARPENTRY I MILLWORK AND WOOD CASE WORK' MANUFACTURE MILLWORK AND CASEWORK PER, 'MANUAL OF MILLWORK" OF WOODWORK INSTITUTE OF CALIFORNIA, CUSTOM GRADE UNLESS NOTED OTHERWISE. I INSTALLATION- INSTALL ALL SHELVING, CASEWORK, MILLWORK, DOORS, HARDWARE, RAILING, TRIM, COUNTERS, CABINETS, VANITIES, UTILITY BACKBOARDS AND. OTHER. FINISH CARPENTRY. SECTION 6-C NOT USED SECTION 6-D. SYNTHETIC COUNTER & VANITY TOPS: ALL COUNTER TOP MATERIALS AND COLORS TO BE SELECTED, BY OWNER, ALL TOPS. WILL BE COVERED WITH HEAVY PAPER AND TAPED SECURELY BY INSTALLER FOR. PROTECTION. * ' DIVISION 7 - THERMAL AND MOISTURE PROTECTION . SECTION 7-A ROOFING AND MEMBRANES: STANDARDS: . A. NATIONAL ROOFING CONTRACTORS ASSOCIATION. (NCRA) THE NCRA AND WATER MANUAL. B. SEALANT AND WATERPROOFER-S INSTITUTE (SWI) AND. WATERPROOFING. CONTRACTORS ASSOCIATION. I I CEDAR SHINGLE ROOF: NUMBER I GRADE- RED CEDAR SHINGLES' 5! To THE WEATHER, RANDOM JOINTS OVER 1 LAYER 15 LB FELT OR PER MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS (APPLY OVER PLYWOOD SHEATHING WHERE OCCURS). SEE DRAWINGA FOR THE RETARDANT TREATED SHINGLES WHERE OCCURS. I WOOD SHAKE ROOFING: CEDAR SHAKES SHALL BE LAID A MAXIMUM OF 1.0' To 1HE WEATHER - WITH 30 LB FELT, 18- WIDE' BETWEEN COURSES. OR PER MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS. STARTER COURSES SHALL BE DOUBLED. HIPS AND RIDGES SHALL BE MANUFACTURED SHAKES. NAILING SHALL BE TWO (2) HOT DIPPED 40 GALVANIZED- NAILS FOR EACH SHAKE. APPLICATION SHALL CONFORM TO THE PRINTED INSTALLATION INSTRUCTION OF THE RED CEDAR SHINGLE AND HANDSPLIT SHAKES BUREAU. ING OR, PLYWOOD WHERE IT -OCCURS. TILE ROOFING: SHALL MEET TEST STANDARDS- OF THE I.C.B.O. A. SLOPE OF ROOF:3 IN' 12 MINIMUM. B. UNDERLAYMENTS., TWO LAYERS OF TYPE 15 FELT OR ONE LAYER OF TYPE 30 FELT OVER SOLID SHEATHING (PER MANUFACTURER'S. PRINTED INSTALLATION INSTRUCTIONS). I C. TILE WITH: ANCHOR LUGS: USE I X 2 WOOD STRIPS OVER UNDERLAYMENTS. ' D. ATTACHMENT. TWO 11 GAUGE GALVANIZED. 5 INCH LONG NAILS PER TILE FOR BARREL TILE (MISSION). ONE 10.0 THROUGH TILE AND I = 2 STRIPS, BUT NOT THROUGH. UNDERLAYMENT. I E. VERIFY INSTALLATION. WITH THE ROOFING TILE MANUFACTURER'S PRINTED INSTALLATION . * INSTRUCTIONS. . . I WATERPROOFING MEMBRANE: PROVIDE BtTUTRANE SHEET WATERPROOFING MEMBRANE WHERE INDICATED ON DRAWINGS. INSTALL PER MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS. . . I SECTION 7-B SHEET METAL: I MEASUREMENTS- VERIFY ALL DIMENSIONS SHOWN ON THE DRAWINGS BY TAKING FIELD MEASUREMENTS. PROPER. F!T AND ATTACHMENT OR ALL PARTS, IS REQUIRED. % STANDARDS: ALL WORKS INCLUDED IN THIS. SECTION SHALL BE PERFORMED IN ACCORDANCE WITH THE RECOMMENDATION CONTAINED IN THE -LATEST EDITION OF THE "ARCHITECTURAL SHEET METAL MANUAL" PUBLISHED B.Y. THE SHEET METAL AND AIR CONDITIONING CONTRACTOR'S NATIONAL ASSOCIATION. ' . ZINC COATED (GALVANIZED) STEEL (CALLED -GALVANIZED IRON:- HEREAFTER CONFORM TO FEDERAL SPEC 0.0-S773A. TYPE 1,.CLASS 4, EITHER, GALVANIZED OR BONDERIZrn ASTM A-93. COATING CLASS 1 30 OZ PER SO FT UNLESS OTHERWISE INDICATED. ALL METALS 26 GAUGE. I INSTALLATION: SHEET METAL FLASHING SHALL BE INSTALLED AT ALL LOCATIONS WHERE DIFFERENT MATERIALS INTERSECT SUCH AS ROOF TO WALL,, ROOF TO ROOF, DECK/RALCON'YAANDING TO WALL, PENETRATIONS INTO WALLS. SHEET METAL FLASHING IS NOT LIMITED TO ABOVE MENTIONED ITEMS BUT SHALL ALSO INCLUDE ALL OTHER LOCATIONS RECOMMENDED IN THE "ARCHITECTURAL SHEET , METAL MANUAL. VALLEY FLASHING: 26 GAUGE GALVANIZED IRON, 18" WIDE FOR SHINGLES, 24" tADE FOR SHAKES (1-1"' HIGH) RAISED CENTER DIVERTED. THE CENTER OF ALL FLASHING FOR ALL THOUGH ROOF VENTS AND ALL ELECTRICAL SERVICE CONNECTIONS SHALL NOT BE LESS THAN 16" FROM CENTER OF ANY VALLEY. SEE MANUFACTURER'S PRINTED INSTALLATION, RECOMMENDATIONS FOR MISSION I TILE OR FLAT CONCRETE TILE. , SECTION 7-C INSULATION: INSULATION SHALL BE PROVIDED AND INSTALLED PER THE CALIFORNIA. ENERGY CODE. DWELLING UNITS SHALL` RECIEVE A.'MINIMUM OF R-30 INSULATION. AT ROOFS, R-19 AT WALLS AND - R-19 AT ALL FLOORS OVER, UNHEATED SPACES. UNLESS NOTED OTHERWISE) PROVIDE THERMAL INSULATION IN ALL EXTERIOR STUD WALLS EXTENDING'FUL HEIGHT OF WALLS FITTED TIGHTLY BETWEEN STUDS. . I I SECTION 7-D CAULKING AND SEALANTS: , � CODES AND STANDARDS: I A. SEALANT AND. WATERPROOFEWS INSTITUTE (SO). I B. NATIONAL ROOFING CONTRACTORS ASSOCIATION (NCRA) - -NCRA. ROOFING kND WATERPROOFING MANUAL." . INSTALLATION: INSTALL PER MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS. . . SEALANT LOCATIONS. I A. NOR -POROUS SURFACE SUCH AS GLASS, METAL. CERAMIC' TILE AND PLASTIC! . I B. POROUS SIJR_tACES SUCH AS BLOCK AND CONCRETE. 1. I C. LOCATIONS. SUCH AS OERAMIC TILE, PLUMBING FIXTURES AND OTHER AREAS WHERE MILDEW RESISTANT SEALANT`lt REQUIRED. , D. LOCATION WHERE HIGH DEGREE OF MOVEMENT IS ANTICIPATED. % 11 E. JOINTS AND CRACKS AROUND WINDOWS, THRESHOLDS; DOOR FRAMES, WALL PENETRATIONS. CONNECTIONS AND OTHER JOINTS NECESSARY TO SEAL OFF BUILDING FROM OUTSIDE AIR AND MOISTURE. I , ; k F. ALL JOINTS NECESSARY TO MAKE THE BUILDING WATER -TIGHT AND To, PREVENT THE PASSAGE , ' OF DIRT, DUST., WIND, AIR OR WATER. I I . SECTION 7-E BUILDING. PAPER- . , , (15 LB FELT MIN)- FEDERAL SPECIFICATION- UU-B-790. INSTALL UNDER EXTERIOR SIDING AND TRIM AND CAREFULLY APPLY SO AS TO FORM A WATER -TIGHT MEMBRANE. EACH COURSE OF PAPER SHALL OVERLAP THE COURSE BENEATH IT 6" MINIMUM. WHERE PAPER MEETS ANY OPENING, - THE PAPER SHALL BE CAREFULLY LAPPED OVER THE FRAME TO. PRE -VENT THE PASSAGE OF WATER BEHIND THE FRAME. INSTALL SISALKRAFT PAPER AT EXTERIOR DOOR AND WINDOW FRAMES. ; . DIVISION 8 - DOORS AND WINDOWS . SECTION 8-A WOOD DOORS: STANDARDS-. ALL DOORS SHALL COMPLY NTH THE REQUIREMENTS OF THE NATIONAL WOOD WINDOW AND DOOR ASSOCIATION; WOODWORK INSTITUTE OF CALIFORNIA AND. 71--iE CALIFORNIA ENERGY.- CODE. A. GRADE: ECONOMY OR CUSTOM. . EXTERIOR DOORS: . A. FLUSH- WOOD DOORS- 1 3/40 SOLID CORE (EXTERIOR GRADE), FLUSH FACE,. PAINT GRADE. . B. ENTRY DOORS: SEE DRAWINGS, (EXTERIOR GRADE). INTERIOR DOORS: A. FLUSHWOODDOORS: i 3/8"' HOLLOW CORE, PAINT GRADE, HARDCORE FACE, PAINTED DOORS UNLESS 0-THERWI-SEN01tU. B. WARDROBE DOORS- MANUFACTURER AS SELECTED BY CLIENT. 1-1/8" OR 1-31e HOLLOW CORE,' FLUSH, PAINTED HARDBOARD DOORS UNLESS. OTHERWISE NOTED. GARAGE DOORS A. SECTIONAL GARAGE DOORS TO BE SELECTED BY OWNER AND INSTALLED PER MANUFACTURER'S WRITTEN INSTRUCTIONS. ' SECTION 8-B ALUMINUM SLIDING DOORS AND WINDOWS: I VINYL CLAD ALUMINUM . SLIDING WINDOWS- MANUFACTURER AS SELECTED BY CLIENT WITH NAIL -ON FIN UNLESS OTHERWISE NOTED. WINDOWS SHALL COMPLY WITH ANSI/AAMA SPEC. 101-85. . VINYL CLAD ALUMINUM SLIDING DOORS: MANUFACTURER AS SELECTED- BY CLIENT WITH. NAIL -ON FIN UNLESS OTH£RWi.SE D. DOORS SHALL COMPLY WITH ANSI/AAMA SPEC.101-85. SCREENS: PROVIDE ALUMINUM FRAMED FIBERGLASS SCREEN AT EACH OPEN VENT. SECURITY- ALL DOORS AND WINDOWS SHALL BE MANUFACTURED AND INSTALLED IN ACCORDANCE WITH ALL APPLICABLE STATE AND LOCAL CODES, AND ORDINANCES. . ' SECTION 8-C GLASS . jV q GLAZING: A. GLASS SHALL BE SIZED N CONFORMANCE WITH CHAP -TER 24 UBC TEMPERED GLASS SHALL BE INSTALLED WHEN REQUIRED BY CHAPTER 24 UBC. B. PROVIDE TEMPERED GLASS IN THE FOLLOWING LOCATIONS: . t. GLAZING OPERABLE OR IN. -OPERABLE, ADJACENT TO A DOOR AND "THIN THE SAME WALL PLANE AS THE DOOR WHOSE NEAREST VERTICAL EDGE IS WITHIN 12 INCHES OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES ABOVE THE FLOOR OR WALKING SURFACE. 2. GLAZING IN FIXED PANELS WHICH HAVE A GLAZE AREAS IN EXCESS. OF A 9 SQUARE FEET AND THE LOWEST EDGE IS LESS. THAN 18 INCHES ABOVE THE FINISHED FLOOR LEVEL OR WALKING SURFACE WITHIN 36 INCHES OF SUCH GLAZING. C. ALL ESCAPE OR RESCUE WINDOWS SHALL HAVE A MINIMUM NET CLEAR OPERABLE AREA OF 5.7 SQUARE FEET. THE. MINIMUM NET CLEAR OPERABLE HEIGHT DIMENSION SHALL BE 24 INCHES. THE MINIMUM NET CLEAR OPENABLE WIDTH DIMENSION SHALL BE 2.0 INCHES. WHEN WINDOWS ARE PROVIDED, AS MEANS OF ESCAPE OR RESCUE, THEY SHALL HAVE A FINISHED SILL HEIGHT NOT MORE THAN 44 INCHES ABOVE THE FLOOR.. D. SLIDING GLASS DOORS (PATIO TYPE) HAVE A MINIMUM CATEGORY CLASSIFICATION- OF 11 PER LATEST -EDITION UBC STD 24-2, TABLE 24-2-A. . E. GLAZING IN DOORS AND FIXED GLAZED PANELS OF MORE THAN NINE SQUARE FEET HAVE A MINIMUM CATEGORY CLASSIFICATION' OF 11 PER LATEST EDITION UBC STD 24-2, TABLE 24-2-A. F, GLAZING IN DOORS. AND FIXED GLAZED PANELS OF NINE So. FT. OR LESS HAVE A MINIMUM CATEGORY CLASSIFICATION OF I PER LATEST EDITION. UBC STD 24-2, TABLE 24-2-A. G. GLAZING IN DOORS AND ENCLOSURES, FOR. BATHTUBS AND SHOWERS HAVE A MINIMUM CATEGORY CLASSIFICATION OF It PER LATEST EDITION UBC STD 24-2i TABLE 24-2-A. H. GLAZED WARDROBE DOORS MUST MEET IMPACT TEST PER LATEST EDITION UBC S.T.D. 24-2, PART It. LAMINATED GLASS MUST ALSO MEET THE TEST REQUIREMENTS OF LATEST EDITION UBC STD 24-2. PART It. SECTION 8-D HARDWARE: HARDWARE LIST- THE SUBCONTRACTOR SHALL PROVIDE A DETAILED LIST OF ALL HARDWARE, MATERIALS, MANUFACTURE AND CATALOG NUMBERS, SUPPLIER SHALL BE RESPONSIBLE FOR A . COMPLETE JOB WHETHER OR NOT LISTED. DIVISION 9 - FINISHES . SECT -ION 9-A GYPSUM DRYWALL CONSTRUCTION? . STANDARDS- ALL WORK SPECIFIED HEREIN SHALL BE IN ACCORDANCE WITH *AMERICAN STANDARD NOTES FOR THE APPLICATION AND FINISHING OF GYPSUM WALL BOARD' AS APPROVED BY THE AM.ERLCAN. NATIONAL STANDARDS- ASSOCIATION (ANSI.), LATEST EDITION. APPLICABLE PARTS THEREOF ARE HEREBY MADE A PART OF THESE NOTES EXCEPT WHERE MORE STRINGENT REQUIREMENTS ARE CALLED FOR IN THESE NOTES, IN LOCAL CODES, OR BY THE MANUFACTURER OF THE GYPSUM WALLBOARD WHOSE REQUIREMENTS SHALL BE FOLLOWED. GYPSUM WALLBOARD: . I ' ' A. ASTM C 36 WITH: RECESSED LONGITUDINAL EDGES. THICKNESS AND TYPE WILL BE AS CALLED FOR IN THE DRAWINGS. . . I * 11 PROVIDE WATER RESISTANT GYPSUM WALLBOARD AT ALL MOIST AREAS OR PER LOCAL CODES. I NAILS: ANGULAR RINGED NAILS, ASTM C 314 1-3/8' OR 1-1/2". NAILING SHALL BE INSPECTED AND APPROVED BY THE BUILDING DEPARTMENT PRIOR TO. TAPING JOINTS. . j SECTION 9-8 LATHING AND PLASTERING: MATERIALS: A. REFERENCE NOTES*.. LATHING MATERIALS AND THEIR . APPLICATION AND PLASTER MATERIALS AND THEIR APPLICATION SHALL BE IN STRICT ACCORDANCE WITH THE APPLICABLE SECTIONS OF THE "HANDBOOK OF RECOMMENDED NOTES FOR LATHING, -FURRING AND PLASTERING." OF THE NATIONAL FOUNDATION FOR LATHING AND PLASTERING, INC.. B. WIRE MESH: 1-1/2. MESH, SEVENTEEN GAUGE, GALVANIZED BEFORE OR AFTER WEAVING OR I APPROVED EQUAL. C. WATERPROOF PAPER: PLASTER KRAFT BUILDING PAPER, FEDERAL NOTES UU-8-�790 OR EQUAL.* D. METAL LATH: SHALL BE STANDARD DIAMOND MESH, GALVANIZED, WEIGHING THREE (3) POUNDS . PER SQ.FT. E. RIB LATH: SHALL BE FLAT RIB-, 1/8" .34 LBS PER SO. YARD, GALVANIZED. ' SECTION 9-C RESILIENT FLOORING- . ' INSTALLATION: INSTALL ALL WORK IN. STRICT ACCORDANCE WITH RESILIENT TILE INSTITUTE AND MANUFACTURER'S PRINTED. INSTALLATION INSTRUCTION. INSTALLATION ONLY BY CONTRACTOR APPROVED BY THE MANUFACTURER. APPLY PRIMER IN ACCORDANCE WITH PRINTED INSTRUCTIONS. OF THE MANUFACTURER. SECTION 9-D PAINTING: I APPLICATION: A. APPLICATION OF PAINT, STAIN OR OTHER COATING. SHALL BE IN STRICT ACCORDANCE WITH THE PAINTING AND DECORATING CONTRACTORS OF AMERICA (PDCA) -PAINTING SPECIFICATION MANUAL" AND PER THE MANUFACTURER'S PRINTED INSTRUCTIONS. READY MIXED PAINT SHALL BE THINNED EXCEPT AS PERMITTED IN THE APPLICATION PRINTED 'INSTRUCTIONS. . B. ALL EXTERIOR AND INTERIOR SURFACES SHALL RECEIVE THE PAINTERS FINISH EXCEPT COLOR . . CORRDINATED FACTORY FINISH SURFACES. . � . C. ALL SURFACES TO BE FINISHED- SHALL BE CLEAN AND FREE OF FOREIGN MATERIALS (DIRT, I GREASE,. AND ETC.). D. APPLICATION SHALL BE IN WORKMANLIKE MANNER PROVIDING A SMOOTH SURFACE.' APPLICATION RATE SHALL BE PER THE MANUFA ' CTURER'N S. PRINTED INSTRUCTIONS, APPLICATION. MAY BE BY BRUSH OR ROLLER OR BY SPRAY IF PAINT IS FORMULATED FOR SPRAY APPLICATION. I MATERIALS'. A. PAINT: TO BE SELECTED BY CLIENT. I B.. STAIN: TO BE SELECTED BY CLIENT. FINISHES: . I A. EXTERIOR15WOOD- TWO COATS STAIN. PER (PDCA) AND MANUFACTURER'S PRINTED INSTRUCTIONS. B. EXTERIOR METAL: ONE COAT SEMI -GLOSS ENAMEL OVER ONE COAT METAL PRIMER PER (PDCA) AND MANUFACTURER'S PRINTED INSTRUCTIONS. C. INTERIOR 'FINISHES: REFER TO FINISH SCHEDULE ON DRAWINGS. SECTION 9-E CERAMIC TILE AND PAVERS: . A. ALL MATERIALS. SHALL . BE QUALITY CERTIFIED BY THE TILE COUNCIL OF AMERICA TO EQUAL OR EXCEED "STANDARD GRADE" REQUIREMENTS OF TCA 137.1 LATEST EDITION. B. INSTALLATION SHALL BE IN ACCORDANCE WITH ALL REQUIREMENTS OF THE LATEST EDITION OF THE "HANDBOOK FOR CERAMIC TIi E INSTALLATION.- TILE COUNCIL OF AMERICA, IN.C. (TCA). C. INSTALLATION AS SPECIFIED IN (TCA) "HANDBOOK METHOD" . 1. *F112" FOR FIRST FLOOR 2. `F141" FOR LOORS ABOVE . . 3. "W243" FOR WALL. INSTALLATION D. PROVIDE APPROVED WATERPROOF MEMBRANE AT SHOWERS OR TUBS, WHERE CERAMIC TILE FINISH IS INDICATED. DIVISION 10 - SPECIALTIES ' SECTION 10-1 MISCELLANEOUS . . INSTALLATION. ALL ITEMS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE RESPECTIVE MANUFACTURER'S PRINTED INSTALLATION INSTRUCTION AND ACCEPTED SHOP DRAWINGS. ADHESIVE INSTALLATION WILL NOT BE PERMITTED. SECTION 10-B FACTORY BUILT METAL FIREPLACES- . , A. FIREPLACES SHALL BE LISTED AND SHALL BE INSTALLED IN ACCORDANCE WITH THE TERMS OF , THEIR LISTINGS AND THE MANUFACTURER'S PRINTED INSTRUCTIONS AS PER SECTION 3102.5 OF THE UBC OR APPLICABLE BUILDING AND MECHANICAL CODES. ' B. FIREPLACE MANUFACTURER, MODEL .AND 1,C.O.O. NUMBER, Ul. NUMBER OR APPROVED TESTING AGENCY NUMBER SHALL BE INDICATED ON DRAWINGS. I * C. FLUE, CHIMNEY AND TERMINATION CAP SHALL BE MODEL I.C.B.O: NUMBER, U.L. NUMBER OR APPROVED TESTING AGENCY NUMBER TO MATCH FIREPLACE. SECTION 10-C NOT USED I I SECTION 10-D BATHROOM ACCESSORIES: I ' PROVIDE BATHROOM ACCESSORIES AS INDICATED ON THE DRAWINGS. DIVISION 11 - EQUIPMENT. SECTION 11-A APPLIANCES AND SPECIAL EQUIPMENT- . I ' MEASUREMENTS: VERIFY ALL DIMENSIONS SHOWN. ON THE DRAWINGS BY THE TAKING FIELD ER FIT AND ATTACHMENT OF ALL PARTS IS REQUIRED. . I DIVISION 12 - FURNISHINGS . NOT INCLUDED IN THESE NOTES. DIVISION 13 - SPECIAL CONSTRUCTION I NOT INCLUDED IN THESE NOTES. I ' DIVISION 1.4 - CONVEYING EQUIPMENT NOT INCLUDED IN THESE NOTES. I DIVISION 15 - MECHANICAL I I SECTION 15-A HEATING & AIR-CONDITIONING: RULES AND REGULATIONS- ALL WORK AND MATERIALS SHALL BE IN FULL ACCORDANCE WITH THE LATEST AMERICAN SOCIETY OF HEATING, REFRIGERATION AND AIR-CONDITIONING ENGINEER, REFRIGERATION AND AIR-CONDITIONING -ENGINEER STANDARDS. AND THE LATEST FEDERAL, STATE, COUNTY, CITY OR GOVERNING AGENCIES UNIFORM CODES, RULES, RULES, REGULATIONS OR AMENDMENTS. NOTHING IN THESE DRAWINGS OR NOTES SHALL BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO. THESE CODES. I DRAWINGS: . SHALL BE PREPARED- BY CLIENTS CONSULTANT OR CONTRACTOR AWARDED BID. * A.THE WORK SHALL BE INSTALLED ,AS INDICATED ON DRAWINGS, HOWEVER, CHANGES TO. ACCOMMODATE INSTALLATION OF THIS WORK WITH OTHER WORK OR IN ORDER TO MEET ARCHITECTURAL OR STRUCTURAL CONDITIONS SHALL BE MADE WITHOUT ADDITIONAL COST TO CLIENT. B. FOR PURPOSES OF CLARITY AND LEGIBILITY, THE DRAWINGS ARE ESSENTIALLY DIAGRAMMATIC . TO THE EXTENT THAT THE OFFSETS, BENDS, SPECIAL FITTINGS AND EXACT LOCATIONS ARE NOT INDICATED. CONTRACTOR SHALL MAKE USE OF ALL DATA. IN ALL OF THE CONTRACT DOCUMENTS AND SHALL VERIFY THIS. INFORMATION AT THE SITE. I I MATERIALS AND EQUIPMENT: . I A. DUCTWORK: DUCTWORK SHALL COMPLY WITH THE MINIMUM WEIGHT STANDARDS AS SET FORTH IN THE UNIFORM MECHNICAL CODE. GALVANIZED FITTINGS SHALL BE .1 INSULATED WITH 1* FIBERGALSS INSULATION BOARD. PROVIDE AUTOMATIC FIRE DAMPERS AND MISCELLANEOUS MATERIALS WHERE REQUIRED BY CODE. OR DESIGN. FABRICATION AN . D INSTALLATION: I A. EQUIPMENT CLOSETS- SHALL BE SIZED TO PROVIDE 6" CLEARANCE FROM EQUIPMENT UNIT AT SIDES, FRONT AND REAR OR PER LOCAL CODE. VERTICAL FAN COIL UNIT CLEARANCES SHALL BE PER CODE. I B. FLUES- PROVIDE FLUES, COMBUSTION AIR VENTING AND FRESH AIR DUCTING AND GRILLES FOR EQUIPMENT AS REQUIRED BY LOCAL CODE., SECT -ION 15-B PLANNING . REGULATIONS:RULES AND ALL WORK AND MATERIALS SHALL BE IN FULL ACCORDANCE WITH THE LATEST FEDERAL, STATE, COUNTY, CITY OR GOVERNING AGENCIES UNIFORM CODES, RULES, REGULATIONS OR AMMENDMENTS. NOTHING IN. THESE DRAWINGS OR NOTES SHALL BE CONSTRUED- To. PERMIT WORK NOT CONFORMING TO THESE CODES. . . A. CONSULTANT/PLUMBING, CONTRACTOR WHO IS AWARDED BID ON SINGLE FAMILY PROJECTS SHALL PREPARE AND SUBMIT DRAWINGS, RISER DIAGRAMS AND CALCULATIONS REQUIRED BY THE SUBJECT GOVERNING AGENCY. . � . . . I B. FOR PURPOSES OF CLARITY AND LEGIBILITY, THE DRAWINGS ARE ESSENTIALLY DIAGRAMIATIC TO THE EXTENT THAT MANY OFSETS, BENDS, SPECIAL FITTINGS AND EXACT LOCATIONS ARE NOT INDICATED, CONTRACTOR SHALL MAKE USE OF ALL DATA IN ALL OF THE CONTRACT DOCUMENTS AND SHALL VERIFY THIS INFORMATION. COPPER TO STEEL CONNECTIONS- ALL COPPER PIPE CONNECTIONS TO FERROUS PIPING SHALL BE MADE WITH DIELECTRIC COUPLINGS OR INSULATION FLANGES. I ' WASTE AND VENT SYSTEM: ALL SOIL WASTE AND VENT PIPING SHALL BE APPROVED LOCAL CODE UNLESS NOTED OTHERWISE. ALL PIPING SHALL BE SIZED AS REQUIRED BY SUBJECT GOVERNING AGENCY. CLEANOUT LOCATIONS SHALL BE LOCATED IN LEAST VISIBLE AREAS. DOMESTIC WATER PIPING SYSTEM: ALL WATER SUPPLY LINES SHALL BE COPPER. TYPE L BELOW SLAB AND TYPE M. ABOVE. SLAB, NO FITTINGS SHALL OCCUR BELOW SLAB. ' WATER HEATING SYSTEM: PROVIDE, INSTALL AND CONNECT PIPING, VENTING AND EQUIPMENT REQUIRED TO. COMPLETE THE WATER HEATING SYSTEM. PROVIDE PRESSURE AND TEMPERATURE . RELIEF VALVE AND PIPE TO OUTSIDE BUILDING. DOMESTIC GAS SERVICE: PROVIDE GAS LINE TO GAS -FIRED EQUIPMENT INCLUDING WATER HEATER, POOL EUIPMENT, FURNACES AND FIREPLACES, PLUMBING TO BE RECESSED IN WALL. ANTI -SIPHON HOSE BIBBS: INSTALL IN ACCORDANCE NTH' LATEST FEDERAL, STATE, COUNTY, CITY OR GOVERNING AGENCIES CODE OR REGULATIONS. . PLUMBING FIXTURES AND EQUIPMENT: ' A. GENERAL: PROVIDE AND INSTALL ALL FIXTURES AND EQUIPMENT SHOWN ON THE DRAWINGS OR NOTED HEREIN. ALL EXPOSED BRASS TUBING SUPPLIES, CAST BRASS TRAPS, HOSE BIBBS, AND WASTE PIECES AND OTHER BRASS TRIM SHALL BE HEAVY POLISHED CHROME PLATED FINIS14 ALL PIPING THROUGH WALLS, FLOORS OR CEILINGS WITH CHROME PLATED WALL FLANGES OR ESCUTCHEONS. COMPRESSIONS STOPS, STRAINERS, TAIL -PIECES, TRIM, ETC., ARE INCLUDED- TO MAKE A COMPLETE FIXTURE, WHETHER OR NOT, SPECIFIED, ' PROVIDE APPROVED ONE PIECE WASTE . OVERFLOW AND TRAP UNIT WITH GLUED FITTINGS_ AT TUBS. I B. GALVANIZED PIPE SHALL NOT BE USED FOR PLUMBING. P SECTION 15-C VENTILATING . PURPOSES. . . I DRAWINGS* : SHALL BE PREPARED BY CLIENT'S CONSULT -ANT OR CONTRACTOR AWARDED BID. MATERIALS AND EQUIPMENT: . A. EQUIPMENT SPECIFIED BYMANUFACTURER'S NUMBER SHALL INCLUDE ALL ACCESSORIES, CONTROLS, ETC., LISTED IN THE CATALOG AS STANDARD WITH THE EQUIPMENT. OPTIONAL OR ADDITIONAL ACCESSORIES SHALL BE FURNISHED AS SPECIFIED. FANS SHALL PROVIDE MINIMUM FIVE AIR R CHANGES PER HOUR, PROVIDE FANS IN BATHROOMS AND SERVICE ROOMS NOT PROVIDED VAIN NATURAL VENTILATION. C. FLUES: PROVIDE FLUES, FRESH AIR INTAKE, GRILL, ETC. FOR ALL NOT WATER HEATERS AND GAS HEATING EQUIPMENTS REQUIRING FLUE VENTING. D.- COMBUSTION AIR: PROVIDE COMBUSTION AIR PER SECTION 607 OF THE UBC OR THE . GOVERNING CODE, OPENINGS SHALL BE COVERED WITH 1/4" NON -CORROSIVE MESH SCREEN. E. AT -TIC. VENTILATION: VENTILATING AREA OPENINGS SHALL NOT BE LESS THAN 1°/150 OF ATTIC SPACE EXCEPT AREA MAY BE t/300 PROVIDED AT, LEAST 50 PERCENT OF REQUIRED AREA IS I PROVIDED IN UPER PORTION OF SPACES NOT LESS THAN V-O" ABOVE SAVE OR CORNICE. VENTS. F. ENERGY' REQUIREMENTS: PROVIDE ALL MATERIAL AND EQUIPMENT TO MEET ALL LOCAL ENERGY REQUIREMENTS. DIVISION 16 - ELECTRICAL RULES AND REGULATIONS: ALL WORK AND MATERIAL SHALL BE IN FULL ACCORDANCE WITH. THE LATEST FEDERAL, STATE, COUNTY, CITY OF GOVERNING AGENCIES UNIFORM CODES, RULES, REGULATIONS OR AMENDMENTS NOTHING IN THESE DRAWINGS OR NOTES SHALL BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE CODES. . ELECTRICAL SYSTEM LAYOUTS ARE GENERALLY DIAGRXMMATIC. LOCATION OF OUTLETS AND EQUIPMENT IS APPROXIMATE. EXACT ROUTING OR WRING, LOCATIONS OF OUTLETS TO BE GOVERNED BY STRUCTURAL CONDITIONS AND OBSTRUCTIONS. WIRING FOR EQUIPMENT REQUIRING MAINTENANCE AND INSPECTION TOBE READILY ASSESSABLE. . I WIRING AND CONNECTIONS: A. CONDUIT PIPING LOCATED WITHIN PLANTING AREAS SHALL BE PLACED.A MINIMUM- OF 18" BELOW FINISH GRADES. I B. U.L. LABELING: 'ALL ELECTRICAL EQUIPMENT, .BREAKERS AND TIME CLOCK CONTROLS SHALL BE PROPERLY' LABELED. I . ELECTRICAL SERVICES: I A. THE SERVING UTILITY WILL PROVIDE AND INSTALL ALL PRIMARY AND SECONDARY SERVICE RACEWAYS AND CONDUCTORS INCLUDING. TRANSFORMER PADS AND CONNECTIONS TO THE LINE SIDE OF ALL BUILDING MAIN DISCONNECTS. RACEWAYS SIZED AS DESIGNATED BY THE SERVICE UTILITY SHALL BE PROVIDED BY THE ELECTRICAL CONTRACTOR FROM EACH BUILDING MAIN- DISCONNECT TO. THE EXTERIOR BUILDING LINE FOR CONTINUATION BY THE SERVING UTILITY. B. PROVIDE ONE ELECTRICAL METER PER UNIT. C. LIGHT CIRCUITS SHALL BE 15 AMP WITH #14 AWG COPER CONDUCTORS. D. RECEPTACLE CIRCUITS SHALL BE 20 AMP WITH #12 AWG COPPER CONDUCTORS. E APPLIANCE CIRCUITS SHALL BE SEPARATE 20 AMP WITH #12 AWG COPPER CONDUCTORS. F. SYSTEM. GROUNDING- PROVIDE ACCESSIBLE JUNCTION BOX AND WIRING FOR GROUNDING EACH MAIN ELECTRICAL SERVICE TO REINFORCING BARS IN CONCRETE FOOTING. G. VERIFY AND LOCATE ALL RECEPTACLES PRIOR TO INSTALLATION. OF DRYWALL. .1 H. INSTALL RECEPTACLES AT HEIGHT ABOVE FINISH FLOOR AS INDICATED ON ELECTRICAL PLANS. I 1, INS -TALL LIGHT SWITCHES AT 3*-8" ABOVE FINISH FLOOR UNLESS OTHERWISE NOTED. J. ALL SWITCHED OUTLETS SHALL BE ONE-HALF -HOT. K. LOCATE RECEPTACLES IN ACCORDANCE WITH NATIONAL ELECTRICAL CODE. L GROUND FAULT CIRCUIT INTERRUPTERS SHALL BE INSTALLED AT ALL KITCHEN OUTLETS WITH IN 6"-0" OF THE SINK, BATHROOM OUTLETS, ACCESSIBLE GARAGE OUTLETS AND OUTDOOR OUTLETS AS REQUIRED BY THE CURRENT EDITION OF THE NATIONAL ELECTRICAL CODE. M. WHERE MM CABLE (ROMAX) IS RUN ACROSS THE TOP CEILING JOIST AND/OR. WHERE THE ATTIC IS NOT ACCESSIBLE BY PERMANENT STAIRS OR LADDERS, PROTECTION "THIN 6- OF THE NEAREST EDGE OF THE SCUTTLE HOLE OR ATTIC ENTRANCE SHALL BE PROVIDED (E C . 370-14). . N. INSTALL 110 VOLT SMOKE DETECTOR WITH BATTERY BACK-UP PER SECTION 12.0 OF THE UBC AND CONFORMING TO UBC STANDARDNO 43-6 & NFPA. INSTALL THE DETECTOR IN STRICT I ACCORDANCE WITH THE MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS. MATERIALS., MATERIALS AND EQUIPMENT SHALI_ BE NEW AND LISTED BY UNDERWRITER'S - LABORATORIES, INC. (U.L.), AND BEAR THEIR LABEL WHEREVER STANDARDS HAVE BEEN ESTABLISHED AND THEIR LABEL SERVICE IS REGULARLY FURNISHED. DIVISION 17 - MISCELLANEOUS 1. INSTALL ALL EQUIPMENT, MATERIALS AND ITEMS, ETC, IN STRICT ACCORDANCE WITH THE - MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS. ' 2. NO ASBESTOS PRODUCTS OR* PRODUCTS WITH ASBESTOS CONTENT TO BE SPECIFIED, INSTALLED OR USED. . 3- *-� rwmisit,t6 w4rLt- -r4.. z*,r & s7-d r> ...... -,-,....,-""---.-..------------.-.---.-,-------I . .... : , I a .Fgdoral Emergency. Manager-*nt Agency Na al Mod InsuMl . ..,q,-0. -,-, w I .. A. , I . I .. Program ELEVA110N CERTIFICATE shall be completed by a CgInbmiq Licensed L ' - . - Suripyor., Pr C.�jap.rple,. Rogistared Civil Engineer who ,1$ auftrWd tO pmotics t ..!'. -I.. - fm . - . .. ,.: Pmying. Ttw =q ed ELEVATION CMIFI(�ATG nvJst bia submrded to ft BUD( I . . . . .. .* .. . . I . * .. . . .. . . Inspedor at the tme:of bundation lnspedc)6-� � . . . . .. . I __ _______,_ _..._=-- . I - _..._.__ . ... and/or f Notw. - *Other. meMods may be used OMWed a saWactOrY Ongin0ering . .. , . . . . atchftefttral.doWgn Is . I•-•. I . . . I ,.-.-,-.�.-.--�-�.�-..�-.-..,.-"-,,-.--.,.-."..!: __ ,11 ....... __.__,_.._.-._.1-� ------ 1-------'., : . . I . - - . . , . . . .. . . : . . .:51.., 1 J I ; - ,IV, to be Inspeded before o6vering. Face,gral n of .. I .. . .wof diaphragm . . pjyw�XA Ship W p*pendiculartD suppodS. .. I 1, . , , . . ,.. : . I ...... . t . &...... , (:::),. Lit4�gto.-ac)u0_0 itkee,-, ionewav-e-T 0 LITIt-ITIF's .SP(AL-1- Su KAVIt-6D li%pf, d� _1,� C I V () I\_ AA, �,c C �k Ir C - 601 10 /2o/0-6 F_ . (3 - z F- z . ui co 0 r*-_ C\I 01) w 0 LO Ir- I .2 CL � < 0 I- , 0 .j W > LLJ 0 0 i..- , C.n cc [L- . 'LO 0 w4t () - < z < z W C\1 001ft%. qwt T_ N --- 0 CL � L) z . LLJ 0 U) uj CC >_ .j 2 < . LL It WLLJ .j ,,W, T 0') Z (1) 0 L) >- Cr. . 0 0 Z. 4< .j () =) Q z < F_ (1), I . 0 �_ - _ < 0 ui " u) �. < �_ z }_ �,_ CY) C/) DRAWN: DAVID I CHECKED:DAVID ,..,. . V�T. - DATE: 01,07-03 1 SCALE: ON PLAN SHEET 02 ! I GN-1 \1 OF 13 I REVISIONS I BY I ; SEC. 8-20& GARAGE -TYPE DOORS (AUTOMATIC) (A) GARAGE -TYPE DOM. WHICH ARE EITHER ROLLING OVERHEAD. SOLID OVERHEAD, SWINGING. SLIDING., OR ACCORDION STYLE DOORS SHALL CON- FORM TO THE FOLLOWING STANDARDS: (1) 'WOOD DOORS SHALL HAVE PANELS A MINIMUM OF FIVE -SIXTEENTHS (5/16) INCH IN THICKNESS WITH THE LOCKING HARDWARE BEING ATTACHED TO THE SUPPORT FRAMING. (2) ALUMINUM DOORS SHALL 13E A MINIMUM THICKNESS OF .0215 INCHES AND RIVETED TOGETHER A MINIMUM OF EIGHTEEN (18) INCHES ON CENTER ALONG THE OUTSIDE SEAMS THERE SHALL BE A FULL WIDTH HORIZONTAL BEAM ATTACHED TO MAINDOOR STRUCTURE WHICH SHALL -MEET THE PILOT, OR PEDESTRIAN ACCESS, DOOR FRAMING W17HIN THREE (3)INCHES OF THE STRIKE AREA OF THE PILOT OR PEDESTRIAN ACCESS DOOR. (3) FIBEGLASS DOORS SHALL HAVE A PANEL A MINIMUM OF SIX (6) OUNCES PER SQUARE FOOT FROM THE BOTTOM OF THE DOOR TO A HEIGHT OF SEVEN V) FEET. 'PANELS ABOVE SEVEN (7) FEET AND PANELS IN RESIDENTIAL STRUCTURES HAVE A DENSITY OF NOT LESS THAN FIVE (5) OUNCES PER SQUARE FOOT. (6) WHERE SLIDING OR ACCORDION DOORS ARE UTILIZED, THEY SHALL BE EQUIPPED WITH GUIDE TRACKS WHICH SHALL BE DESIGNED SO THAT THE 'DOOR CANNOT BE REMOVED FROM THE 'TRACK WHEN IN THE CLOSED AND LOCKED POSITION. (C) DOORS THAT EXCEED SIXTEEN .(16) FEET IN WIDTH SHALL HAVE TWO (2) LOCK RECEIVING POINTS ONE LOCATED ON EACH SIDE OF THE DOOR. DOORS NOT EXCEEDING SIXTEEN (16) FEET SHALL HAVE ONE LOCK RECEIV- ING POINT PLACED ON EITHER SIDE OF THE DOOR. A SINGLE BOLT MAY BE USED IN THE RENTER OF THE DOOR WITH THE .LOCKING POINT LOCATED EITHER IN THE FLOOR ORDOOR 'FRAME -HEADER. (D) ALL OVERHEAD OR SWINGING DOORS SHALL 'BE EQUIPPED Wilt" SLIDEBOCTS WHICH SHALL BE CAPABLE OF UTILIZING PADLOCKS WITH A MINIMUM NINE -THIRTY-SECONDS (9/32). INCH SHACKLE. -(l) THE ENTIRE SLIDEBOLT ASSEMBLY 'SHALL BE CONSTRUCTED OF CASE- HARDENED STEEL AND SHALL HAVE AFRAME MINIMUM OF .120 INCHES IN THICKNESS, AND A BOLT DIAMETER A MINIMUM OF ONE-HALF (1/2) INCHES INTO THE RECEIVING GUIDE. (2) SLIDE BOLT ASSEMBLIES SHALL BE ATTACHED 70 THE DOOR VA7H -BOLTS WHICH ARE NONREMOVABLE FROM THE EXTERIOR. RIVETS SHALL NOT BE USED TO ATTACH SUCH ASSEMBLIES (E) PADLOCKS USED WITH EXTERIOR MOUNTED SLIDE BOLTS SHALL HAVE A HARDENED STEEL SHACKLE A MINIMUM OF NINE -THIRTY-SECONDS (9/32) INCH IN DIAMETER WITH HEEL AND TOE LOCKING AND A MINIMUM FIVE (5) PIN TUMBLER OPERATION. THE KEY SHALL BE NONREMOVABLE WHEN IN AN UNLOCED POSITION. (F) DOORS -UTILIZING A CYLINDER LOCK -SHALL HAVE A MINIMUM FIVE (5) PIN TUMBLER OPERATION WITH THE BOLT OR LOCKING BAR EXTENDING INTO THE RECEIVING GUIDE A MINIMUM OF ONE (1) INCH. (G) PEDESTRIAN ACCESS DOORS CONTAINED IN GARAGE TYPE DOORS SHALL COMPLY TO THE STANDARDS SET FORTH 'IN SEC11ON 8-211 (B) OR (E). (ORD. NO. NS-1424, & 1, 8-5-78; ORD. NO. NS-1794, & 5. -10-14-85) SEC. 8-209. WINDOWS AND SLIDING GLASS DOORS. THE FOLLOWING -REQUIREMENTS MUST BE MET FOR WINDOWS AND SLIDING GLASS ODORS: (A) EXCEPT AS OTHERWISE SPECIFIED IN SECTION 3-210 (SPECIAL RESIDENTIAL BUILDING PROVISIONS) AND SECTION 8-211 (SPECIAL COMMERCIAL BUILDING PROVISION), ALL OPENABLE EXTERIOR WINDOWS AND SLIDING CLASS DOORS SHALL COMPLY WITH THE TEST AS 'SET FORTH -IN SECTION 8212 .(TESTS). (8) LOUVERED WINDOWS SHALL NOT BE USED WHEN ANY PORTION OF THE WINDOW IS LESS THAN TWELVE (12) FEET VERTICALLY OR SIX (6) FEET HORIZONTALLY FROM AN ACCESSIBLE SURFACE OR ANY ADJOINING ROOF. BALCONY, LANDING. STAIR TREAD, PLATFORM OR SIMILAR STRUCTURE. (ORD. NO. NS-1424. & 1. 6-5-78) SEC 8-210. SPECIAL RESIDENTIAL BUILDING PROVISIONS. THE FOLLOWING SPECIAL PROVISIONS SHALL APPLY TO ALL -RESIDENTIAL DWELLINGS.. (A) ALL EXTERIOR SWINGING DOORS SHALL BE OF SOLID CORE CONSTRUC- TION WITH A 'MINIMUM 'THICKNESS OF ONE AND THREE -FOURTHS (1 3/4) INCHES., OR WITH PANELS NOT LESS THAN NINE-+SIX71EENTHS (9/16) INCH THICK. (0) ANY SWINGING DOOR LEADING. FROM A GARAGf, INTO A RESIDENCE. SHALL BE OF SOLID CORE CONSTRUCTION WIV A MINIMUM* THICK- NESS OF ONE AND THREE ..EIGHTHS (1 3/8) INCHES. (C) THE ABOVE DESCRIBED DOORS SHALL BE EQUIPPED WITH A SINGLE CYLINDER DEADBOLT HAVING A MINIMUM PROJECTION OF ONE INCH AND AN EMBEDMENT OF AT LEAST THRE-FOURTHS (3/4) INCH INTO THE STRIKE RECEIVING THE BOLT. THE BOLT SHALL BE 'CONSTRUCTED SO, AS TO RESIST CUTTING TOOL ATTAOM THE CYLINDER SHALL HAVE A CYLINDER GUARD. AMINIMUM OF FIVE (5) PIN TUMBLERS, AND SHALL BE CONNECTED TO THE INNER PORTION OF THE LOCK BY CON- NECTING SCREWS OF AT LEAST ONE-FOURTH (1/4) INCH DIAMETER. THE PROVISION OF THIS SUBSECTION DO NOT APPLY WHERE PANIC HARDWAREIS REQUIRED OR AN EQUIVALENT 'DEVICE IS APPROVED BY THE ENFORCING AUTHORITY. FURTHER, A DUAL LOCKING MECH- ANISM. CONSTRUCTED SO THAT BOTH DEADBOLT AND LATCH CAN BE 'RETRACTED BYA SINGLE ACTION OF THE INSIDEDOOR KNOB OR 'LEVER. MAY BE UTIUZED PROVIDED IT -MEETS ALL OTHER SPECIFICA- 71ONS FOR LOCKING DEVICES (D) INSTALLATION AND CONSTRUCTION OF FRAMES AND JAMBS FOR EXTE- RIOR SWINGING DOORS SHALL BE AS FOLLOWS-. (1) DOOR JAMBS SHALL BE INSTALLED WITH SOLID -BACKING IN SUCH A MANNER THAT NO VOIDS EXIST BETWEEN THE STRIKE SIDE OF THE JAMB AND THE FRAME OPENING FOR A VERTICAL DISTANCE OF SIX (6) INCHES EACH SIDE OF 'ME STRIKE. FINGER JOINTS ARE PROHIBITED WITHIN TWELVE (12) -INCHES VER-R- CALLY OF ANY LOCKING DEVICE. (2) IN WOOD FRAMING. HORIZONTAL BLOCKING SHALL BE PLACED BETWEEN STUDS AT DOOR LOCK HEIGHT FOR THREE (3) STUD SPACES EACH 'SIDE OF THE DOOR OPENINGS. TRIMMERS SHALL BE FULL LENGTH FROM THE HEADSTO THE FLOOR WITH SOLID BACKING AGAINST SOLE PLATES. (E) THE INACTIVELEAF OF DOUBLE .DOORS SHALL BE EQUIPPED WITH METAL fLUSHBOLT(S) HAWING A MINIMUM EMBEDMENT OF FIVE - EIGHTHS (5/8) INCH INTO THE HEAD AND THRESHOLD OF THE DOOR FRAME. (f) GLAZING IN EXTERIOR DOORS OR WITHIN FORTY:-(40) INCHES OF A DOOR LOCKING MECHANISM SMALL :BE FULLY TEMPERED GLASS OR RATED BURGLARY RESISTANCE GLAZING. (G) HINGES FOR OUTSWINGING EXTERIOR DOORS SHALL BE EQUIPPED WITH NONREMOVABLE HINGE PINS OR A MECHANICAL INTERLOCK TO PRECLUDE REMOVAL OF THE DOOR 'FROM THE EXTERIOR BY REMOV- ING THE HINGE PINS. THIS REQUIREMENT SHALL ALSO APPLY TO EXTERIOR HINGES ON ANY SWINGING DOOR WHICH LEADS FROM A GARAGE INTO A RESIDENCE. <H) S7RlKEPLArEs SHALL BE CONSTRUCTED OF A MINIMUM SIXTEEN (16) U.S. GAUGE STEEL. BRONZE OR BRASS A MINIMUM OF THREE AND ONE-HALF (3 1/2) INCHES IN LENGTH AND SECURED TO THE JAMB WITH SCREWS A MINIMUM OF TWO AND ONE-HLAF (2 1/2) INCHES IN LENGTH. (1) ALL FRONT EXTERIOR 0009E SHALL BEEQUIPPEDWIT.-If A WIDE ANGLE ONE HUNDRED EIGHTY (180) DEGREE DOOR VIEWER, EXCEPT WHERE CLEAR VISION PANELS ARE INSTALLED. . WHEN PANIC HARDWARE IS REQUIRED 'BY THE UNIFORM BUILDING CODE OR TITLE 24 CALIFORNIA* ADMINISTRATIVE CODE. 17 SHALL BE EQUIPPED AND INSTALLED AS FOLLOWED (1) PANIC HARDWARE SHALL CONTAIN A MINIMUM OF TWO (2) LOCKING JOINTS ON EACH DOOR, ONE LOCATED AT THE -HEADER, THE OTHER AT THE THRESHOLD OF THE DOOR; OR (2) ON SINGLE DOORS, PANIC HARDWARE MAY HAVE ONE LOCKING CITY OF SANTA ANA "BUILDING SECURITY ORDINANCE POINT WHICH IS NOT 70 BE LOCATED AT EITHER THE TOP OR BOTTOM RAILS OF THE DOOR FRAME. THE DOOR SHALL HAVE AN APPROVED PRODUCT LIST EFFECTIVE 6-5-78 ASTRAGAL CONSTRUCTED OF STEEL .125 INCHES THICK MICH (REVISED 8-1-90) SHALL BE ATTACHED WITH NONREMOVABLE BOLTS OR WELDED TO THE OUTSIDE OF THE DOOR. THE ASTRAGAL SHALL EXTEND A DEADBOLTS MARSHALL ALUMINUM SERIES 100, 100/1100, 205/1205� 405/1405, 505/1505 MINIMUM OF SIX (6) INCHES VERTICALLY ABOVE AND BELOW ADAMS RITE' MS1850A. MS1850ANSI WOOD DOOR THE LATCH OF THE PANIC HARDWARE. THE ASTRAGAL SHALL BE (SINGLE STOREFRONT) APPLICATION, MS1850. MS1860, MARVIN WINDOWS M0600 A MINIMUM OF TWO (2) INCHES WIDE AND EXTEND A MINIMUM MS1890. ALL REQUIRE 4002 STRIKE AND MS4043 OF ONE (1) INCH BEYOND THE EDGE OF THE DOOR. CYLINDER GUARD. ALL 1 3/8 SWINGBMTS V47H MERZON INDUSTRIES SERIES 800. 820 (3) DOUBLE DOORS CONTAINING PANIC HARWARE SHALL HAVE A -CYLINDER GUARD AND HIGH SECURITY STRIKE (TO FULL LENGTH STEEL ASTRAGAL ATTACHED 70 THE DOORSAT THEIR WAlTHSTAND 1600 LBS. OF PRESSURE). MILGARD MANUFACTURING SERIES 410, 910 MIKRON. 7400 MEETING POINT WHICH WILL CLOSE THE OPENING BETWEEN MILGARD. 5620 THEM BY NOT INTERFERE WITH THE OPERATION OF EITHER ASSA/�HALT HOOKBOLT DOOR. (SINGLE STOREFRONT) NORTHRUP ARCHITECT SYSTEMS 560 (K) WE FOLLOWING 'PROVISIONS FOR THE ADDRESS MARKINGS SHALL APPLY ASSA/2544 2544DL PACIFIC INDUSTRIES SERIES 200, 250 70 THE RESIDENTIAL DWELLINGS: (1) ALL RESIDENTIAL STRUCTURES SHALL DISPLAY A STREET NUMBER BALDWIN 8011. 8013. 8015. 8017. 8031, PELLA WITH ADAMS RITE DEADLOCK IN A PROMINENT POS17ION SO THAT 17 SHALL BE EASILY 8033. 8035. 8045, 8047 807. 8041, 8043. CMS184802 NUMBERS SHALL BE :FOUR (4) VISIBLE FROM THE STREET. THE NU INCHES IN HEIGHT, OF A COLOR CONTRASTING TO THE BACK- ]DEXTER 4203.4209. 4303.4309 POSSI WOOD WINDOWS WSL5068 GROUND AND LOCATED SO THEY MAY BE CLEARLY SEEN AND READ. IF THE STRUCTURE HAS REAR VEHICLE ACCESS. NUMBERS FALCON' 'LOCK CS SERIES, D4000 SERIES. M PREMIERE 400. SHALL BE PLACED THERE AS WELL. SERIES WITH SAW RESISTANT REFLECTOLITE (2) AT EACH DRIVEWAY ENTRANCE TO A MULTIPLE -FAMILY DWELL- BOLT, K-900 SERIES. PRODUCTS 2588-1007-02 ING COMPLEX OR A PRIVATE RESIDENTIAL COMMUNITY WHICH HAS ACCESS FROM A PUBLIC ROADWAY, THERE SHALL BE AN IDEAL SECURITY REGENCY MARK VII REGENCY TYPE, 700, 750 ILLUMINATED, DIAGRAMMATIC REPRESENTATION (PLOT PLAN) SYSTEMS SUPERGUARD I AND SUPERGUARD 11 OF THE COMPLEX WHICH SHOWS THE LOCATION OF THE VIEWER -8180 WITH LOCKED INDICATOR ROBERT LEE AND THE BUILDING UNITS WT14IN THE COMPLEX. KWIKSET PR01EKTO LOK INDUSTRIES SLIDING DOOR 8-8-86 (3) IN MULTIPLE -FAMILY DWELLINGCOMPLEXES. ANY BUILDING MEDECO D11, ULTRA 700 ROLL EZE U-810. U-910 -HAVING A SEPERAIE IDENTIFYING FACTOR OTHER THAN THE STREET NUMBER SHALLBE CLEARLY IDENTIFIED N THE MAN- 880 RUSCO SERIES 1220. 1720, R811 WER DESCRIBED IN SUBSECTION (K). INFRA. EACH INDIVIDUAL RUSSWIN UNIT OF RESIDENCE SMALL HAVE A UNIT IDENTIFYING NUM- SCHLAGE B-560. USE OF SCHLAGE *BOX RYLOCK SERIES 16 MODEL SD-6 BER, LETTER OR COMBINATION THEREOF DISPLAYED UPON THE SIR-19r, APPROVED. H SERIES. SUNAIR ALUMINUM 700 SERIES DOOR. -(4) BUILDINGS -SHALL BE NUMBERED WITH THE APPROVAL OF THE WEISER D4000 SERIES, 09370, AND SUPERIOR ALUMINUM 90M 9500 ENFORCING AUTHORITY. D9470S. CS1170 COMBO TOMRAY/71M COSS YYCO 900-1000 5068= TYCO 66 (5) THIS SECTION SHALL NOT PREVENT SUPPLEMENTARY 'WESLOCK 430o 432 SUCH AS REFLECTIVE NUMBERS ON THE STEET CURBS OR DECD- 'MIKING INDUSTRIES SERIES 300. 7500 RAIIVE NUMBERING BUT THIS SHALL BE CONSIDERED SUPPLE- W.NIFIELD 5000 AUTOMATIC DEADBOLT WINDOW MASTER SGD-A2 700 SERIES. 290, 490 MENTAL ONLY AND SHALL NOT SATISFY THE REQUIREMENTS OF THIS SECTION. YALE 2850 SWINGBOLT, HOOKBOLT DOOR VIEWER: (6) MAPS OF THE COMPLEX SHALL BE FURNISHED TO THE POLICE AND FIRE DEPARTMENTS UPON COMPLETION OF CONSTRUCTION. MORTISE DEADBOLTS ALL WITH ALUMINUM 180 DEGREE VIEWING ANGLE. THE MAPS SHALL INCLUDEBUILDING IDENTIFICATION AND ADAMS RITE MS1837 PADLOCKS: UNIT IDENTIFICATION. ASSA 520 SERIES ABLOY -3041. 3042. 3051, 3061, 3071. 3072 Q ALL EXTERIOR DOORS SHALL BE EQUIPPED WITH A LIGHTING DEVICE 'MICH SHALL PROVIDE A MINIMUM MAINTAINED ONE (1) FOOT- BALDWIN 6000 SERIES (NTH FUNCTION .21, AMERICAN LOCK 5100 & 5200. 700, MSIOODL., -CANDLE OF LIGHT AT -,;ROUND LEVEL DURING HOURS OF DARKNESS. 75, 77,80) MS20ODL, 500. 600 LIGHTING DEVICES SHALL BE PROTECTED BY VANDAL RESISTANT COVERS CORBIN 9500 (WITH, FUNCTION 23. 43, MASTER ALL HAVING KEY RETAINING (M) AISLES. PASSAGEWAYS AND RECESSES RELATED TO AND WITHIN 49) FEATURE MULTIPLE -FAMILY DWELLING COMPLEXES SHALL BE EQUIPPED WITH FALCON M2530. M2570. M2650 LIGHTING DEVICES WHICH SHALL -PROVIDE A MINIMUM MAINTAINED SLIDING GLASS WINDOWS: ONE (1) FOOTCANDLE OF LIGHT AT GROUND LEVEL DURING HOURS OF DARKNESS. LIGHTING DEVICES SHALL BE PROTECTED BY VANDAL RUISSWIN 5000. 7000, T7000. 7400 (WITH 7OMRAY`/`TlM COBB 7YOO 66. TYCO 75, 7YOO 80, 77 79 RESISTANT COVERS. FUNCTION -61, 67.) (N) ALL PARKING LOTS. -CARPORTS. GARAGES AND PARKING STRUCTURES SARGENT .8100 SERIES (FUNCTION 24, 25, ASTRAGALS (STEEL EXTERIOR): OF MULTIPLE -FAMILY DWELLING COMPLEXES SHALL BE EQUIPPED 43. 45.50) COMBO ALUMINUM 1152 WITH LIGHTING DEVICES WHICH WILL PROVIDE A MINIMUM MAIN- TAINED ONE FOOTCANDLE OF LIGHT ON THE PARKING SURFACE DUR- YALE 4600. 8600, 8700. (WITH PEMKO 357SC. 357SP ING HOURS OF 'DARKNESS. SUBTERRANEAN PARKING SLOTS SHALL FUNCTION 20, 27;, 32. 47. 67) MAINTAIN LIGHTING TWENTY-FOUR (24) HOURS A DAY. LIGHTING REESE 183% 183ss DEVICES SHALL BE 'PROTECTED 'BY VANDAL 'RESISTANT COVERS. SCHLAGE L9453 (©) ALL EXTERIORULTRA REQUIRED LIGHTING DEVICES SHALL BE PLACED AT A i ALL EXTERIOR CYLINDERS MUST BE PROTECTED BY INDUSTRIES WS054. V6176 GASKET WS226 SEAL -HEIGHT WHICH WILL FULLY ILLUMINATE AN AVERAGE ADULT. APPROVED CYLINDER GUARDS. (P) IN MULTIPLE -FAMILY DWELLING COMPLEXES WHERE A:COMMON FLUSHBOLTS- LAUNDRY IS SUPPLIED. THE LAUNDRY ROOWS ACCESS DOOR SHALL BE EQUIPPED W17H A WINDOW, SELF CLOSURE DEVICE AND SELF ELECTROMAGNET LOCK APPROVED AUTOMATIC RELEASING FLUSHBOLTS. FOR WOOD LOCKING DOOR LOCK WHICH CAN BE MANUALLY DISENGAGED ON AND METAL DOORS. THE INTERIOR. LIGHTING SHALL BE MAINTAINED INSIDE THE LAUN SECURITY DOOR CONTROLS SERIES 1511 DOOR CONTROLS DRY ROOM DURING HOURS OF DARKNESS. 3 1/2 INCH WRIKEPLATE ATTACHED WITH MINIMUM 2 INTERNATIONAL 840 SERIES. 940 SERIES (0) MEN ACCESS TO OR WITHIN MULTIPLE -FAMILY DWELLING COI --MINIMUM 1/2 INCH SCREWS MUST BE INSTALLED REGARDLESS OF THE IVES NO. 456, 5% & 559 PLEX OR PRIVATE RESIDENTIAL COMMUNITY IS UNDULY DIFFICULT SIRIKEPLAIES INLCUDED WITH ANY OF 'THE LOCK KITS BE -CAUSE OF SECURED OPENINGS OR WHERE IMMEDIATE ACCESS IS ACCESSSIRIKEPLATE& 'MENTIONED ABOVE (EXCEPTION: SCHLAGE *BOX STRIKE). NECESSARY FOR LIFESAVING OR FIRE .FIGHTING PURPOSE% A KEY (ALUMINUM DOORS) OVERRIDE BE INSTALLED IN AN ACCESSIBLE *LOCATION. THE DOUBLE CYLINDER DEADBOLTS ARE NOT LEGAL IN ALL .ISTO KEY OVERRIDE SHALL BE MASTERED TO BOTH FIRE DEPARTMENT AND SITUATIONS; CONTACT THE CRIME PREVENTION UNIT FOR ADAMS RITE MS4002 POLICE DEPARTMENT KEYS. APPROPRIATE APPLICATION. (647-5093) (R) ALL SKYLIGHTS ON THE ROOF OF ANY RESIDENTIAL STRUCTURE SHALL -CYLINDER GUARDS KEEDEX WRAP AROUND STRIKEPLAlE BE PROVIDED WITH "RATED BURGLARY RESISTANT GLAZING. GOLDENROD (S) PASSENGER ELEVATORS. THE INTERIORS OF WHICH ARE NOT COM-.'. ADAMS RITE MS4043 INDUSTRIES STAINLESS STEEL DOOR GUARD PLETELY VISIBLE WHEN CAR DOOR(S) IS OPEN. SHALL HAVE MIRRORS A* OTHER REQUIREMENTS IN THE -ORDINANCE MAY APPLY, THOUGH NOT SO PLACED AS TO MAKE VISIBLE THE WHOLE OF THE ELEVATOR (DIVISION OF SPECIFICALLY ADDRESSED IN THIS PRODUCTS LIST. ANY QUESTIONS INTERIOR 70 PROSPECTIVE PASSENGERS OUTSIDE THE ELEVATOR. VINGCARD) 9190. 919t REGARDING THE ORDINANCE SHOULD BE -DIRECTED TO THE SANTA ANA (7) WHENEVER A MAIL SLOT IS LOCATED WITHIN FORTY (40) INCHES OF K24 POLICE DEPARTMENT CRIME PREVENTION UNIT AT 647-5093 THE PRIMARY LOCKING DEVICE ON ANY EXTERIOR DOOR, 17 SHALL BE -COVERED BY AN -INTERIOR HOOD WHICH WILL DISCOURAGE MANIPU KEEDEX ITEMS NOT APPEARING ON THIS LIST ARE NOT NECESSARILY PROHIBITED LATION OF THE PRIMARY LOCKING DEVICE, 4000 SERIES FOR USE� :REFER ALL SUCH ITEMS 70 THE SANTA ANA POLICE 'DEPARTMENT CRIME CRIME PREVENTION UNIT FOR EVALUATION PRIOR TO USE. -ITEMS NOT (U) ALL EXTERIOR BLOCK WALL FENCING OF MULTIPLE -FAMILY DWELLING MAJOR MFG. 00. MODEL 153 SPECIFICALLY APPROVED WILL NOT BE ACCEPTED FOR FINAL INSPECTION. COMPLEXES SHALL HAVE INTERVALS PROVIONG VISIBILITY CORRI- DORS. WHICH WILL ALLOW VISIBILITY OF THE INTERIOR FROM OUTSIDE RIUSSWIN 95 THE WALL. AND THESE VISIBILITY CORRIDORS SHALL BE PLACED AT SCOTSMAN CYLGARD ADDITIONAL NOTE&- REGULAR, INTERVALS. THESE WILL BE REQUIRED ON THE SIDE FACING THE STREET ONLY. 1. 16 FT. GARAGE DOORS TO HAVE SIDEBOL7S EACH SIDE INSTALLED W/ NON -REMOVABLE (V) PERMANENTLY AFFIXED LADDERS LEADING TO ROOFS SHALL BE FULLY SLIDING -CLASS DOORS: BOLTS. ENCLOSED WITH SHEET METAL 70 A HEIGHT OF TEN (1.0) FEET. THIS COVERING SHALL BE LOCKED AGAINST THE LADDER WITH A CASE A-1 (SUPERIOR ALUMINUM) -9000, 9500 SERIES 2. GARAGE SIDE DOORS AND GARAGE ACCESS DOOR TO BE EQUIPPED W/ *TITAN 780r HARDENED HASP, SECURED WITH NONREMOVABLE SCREWS OR BOLTS ABC PRODUCTS SERIES 350 & 9000 3. ALL SLIDING GLASS DOORS AND WINDOWS TO HAVE PERMANENT ANTI -LIFT DEVICES AND A PADLOCK WITH A MINIMUM THREE -EIGHTHS (3/8) INCH AND SIDEBOLlS INSTALLED. HARDENED STEEL SHACKLE, LOCKING AT BOTH HEEL AND TOE. AND ACI SERIES 3000 4. ALL SASH WINDOWS 70 HAVE AUXILIARY LOCKING DEVICES INSTALLED. A UINIMUMfIVE (5) PIN TUMBLER OPERATION WITH NONREMOVABLE KEY WHEN IN AN UNLOCKED POSITION. HINGES ON THE COVER WILL ACORN SERIES 400, 1-800, 2000..2300 5. *701MRAY, -INC WINDOW MODELS TO BE APPROVED PRIOR TO -INSTALLATION. BE PROVIDED WITH NONREMOVABLE PINS WHEN USING P114 TYPE HINGES. (ORD. NO. NS-1424, & 1, 6-5-78; ORD. NO. NS-1436. ADOR HIL17E R-800, 1200 & Z 8-21-75: ORD. NO. NS-1794. & 6. 10-14-85) ALENCO SERIES 1710 ALWINDOOR MARK \41 BASCO PRODUCTS SERIES 6138 BELKNAP INDUSTRIES SERIES 3000 BETTER BILT ALUM 465. 470 BLOMBERG HP 680 -BUILDERS FINISHED PRODUCT WOMEN SLIDING GLASS DOOR CALIFORNIA MILLWORKS FRENCH SLIDING GLASS DOOR CENTURY 41-D1 ELCO SERIES 150 FLEETWOOD 125 SIERRA. WOOD FLEETWOOD 800 SPARTAN. 900 TITAN. 3000 NORWOOD GUARANTEED PRODUCTS 875.900 HILTON 85/851 HORTON 2010 SERIES ICA SERIES 700 INTERNATIONAL ALUMINUM 901. 925. 926, 930. 935. 950 'KELLER SERIES Fit -MUST BE ADJUSTED FOR AND LIFT LIKIT LIKIT DOOR Z z w V (jo Lo 0) CL C/) < 0 W (1) cr- () z cm -, w 0 3: o 0) Z 0 Z 0 CL III 0 Z w 0 U) III rr uj � Lli w N 0 'cr Z F— 0-) U) CC z 0 z 0<Cm F— w 0.0 < C/) Z F_ cy) U) DRAWN: DAVID CHECKEDDAVID DATE: 07-07--03 SCALE: ON PLAN SHEET 03 PN~ ! k 1. REFER TO GN-1 FOR GENERAL NOTES. 17. ALL FIREPLACES CONSTRUCTED AFTER JJLY 1, 1991 IN RESIDENTIAL DWELLINGS UNITS TO 28. PROVIDE 70" HIGH NON ABSORBENT WALL ADJACENT TO SHOWER AND APPROVED SHATTER- 35. AREA OF COMBUSTION AIR OPENINGS OF 1 SQ. IN PER 1000 BTU (1000 SQ. INCH MIN.) 2. ALL EXTERIOR WALL TO HAVE R-19 BATT. INSULATION ROOF TO HAVE R-30 BATT. CONFORM SPECIFIED LISTINGS OR EPA REQUIREMENTS OR THEIR EQUIVALENT OR TO BE RESISTANT MATERIAL FOR SHOWER ENCLOSURE W/ CATEGORY it CLASSIFICATION PER UBC IS REQUIRED INTO COMPARTMENT. HALF OF THE AREA WITHIN 12" OF CEILING AND HALF INSULATION. DECORATIVE ELECTRICAL APPLIANCES INCLUDING HEARTH EXTENSION AND PER UBC 3105.2. STD. 24-2, 807.1.2, 2406.4.5 [510(b), 5406(d)5] AND PC 410.0. WITHIN 12" OF THE FLOOR (MC 701, 702, AND 707). 3. PROVIDE SEISMIC STRAPS AT WATER HEATER, 18. PROVIDE EACH ENTRANCE WITH PEEPHOLE AND DEADBOLT LOCK. 29. PROVIDE AN APPROVED SPARK ARRESTER FOR THE CHIMNEY OF A FIREPLACE, STOVE, OR 36. COMBUSTION AIR FROM THE ATTIC THROUGH 26 GAUGE GALVANIZED STEEL SLEEVE EXTENDING 4. PROVIDE BACK DRAFT DAMPERS AT (DRYER VENT HOOD AND EXHAUST HOODS. 19. THE STREET ADDRESS SHALL BE POSTED ON THE BUILDING IN SUCH A POSITION TO BE BARBECUE (L.A.M.C. 57.20.25). 6" MIN. ABOVE CEILING JOIST WITHOUT SCREEN AT THE TOP (ATTIC TO HAVE ADEQUATE 5. EXTERIOR SOFFITS SHALL BE STUCCO OVER EXPANDED METAL LATH. PLAINLY LEGIBLE FROM THE STREET FRONTING THE PROPERTY & MUST BE ILLUMINATED. 30. AN APPROVED SEISMIC GAS SHUTOFF VALVE WILL BE INSTALLED ON THE FUEL GS LINE ON OPENINGS). (MC 703 AND 704). 6. MIRRORED WARDROBE DOORS WHERE OCCUR SHALL BE SAFETY GLAZED AND MEET 20. ALL SMOKE DETECTORS ARE REQUIRED TO BE HARD -WIRED AND TO BE INTERCONNECTED THE DOWN STREAM SIDE OF THE UTILITY METER AND BE RIGIDLY CONNECTED TO THE 37. A CIRCULATION AIR SUPPLY OPENING OR DUCT OF 2 SQ. INCH PER 1000 BTU IS REQUIRED IMPACT TEST REQUIREMENTS PER UBC STD. 24-2. WITH BATTERY BACKUP. EXTERIOR OF THE BUILDING OR STRUCTURE CONTAINING THE FUEL GAS PIPING. FOR THE FORCE AIR FURNACE (MC 317). 7. CUTTING, NOTCHING AND BORING OF STUDS SHALL BE IN ACCORDANCE W/ UBC 21. PROVIDE AN APPROVED SPARK ARRESTER FOR CHIMNEY OF A FIREPLACE, STOVE OR 31. EXTERIOR STUDS ARE DIMENSIONED TO THE FACE OF STUDS UNLESS OTHERWISE NOTED. 38. COMBUSTION AIR FROM THE OUTSIDE TO COMPARTMENT WITH 1 /4" SCREEN AT OUTSIDE SECTION 2326.8.3, 2326.11.9, 2326.1 1.10, AND 2326.12.4. BARBECUE (L.A.M.C. 57.20.25). 32. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS SHALL GOVERN LARGE SCALE DRAWINGS OPENING. (MC702.3) 8. ALL EXTERIOR OUT SWING DOORS TO HAVE MAXIMUM OF 1" DROP FROM DOOR SILL TO 22. ALL HORIZONTAL PLASTERED SURFACES ON THIS PROJECT SHALL HAVE ONE LAYER SHALL GOVERN OVER SMALLER SCALE DRAWINGS CONTACT DESIGNER TO CONFIRM ALL EXTERIOR FINISH MATERIAL. BITUTHANE UNDER PAPER BACKED METAL LATH. LAP BITUTHANE VERTICAL WALL MIN. 2". DISCREPANCIES. 39. SEPARATE DUCTS FOR UPPER AND LOWER COMBUSTION AIR SUPPLY OPENINGS 9. ALL WINDOWS TO BE DUAL GLAZED AND ACCORDANCE WITH CBC CHAPTER 24, PART 11. 23, ALL ENCLOSED SPACES INCLUDING PORCH ROOFS SHALL BE PROVIDED WITH PROPER 33. GLAZING IN DOORS AND FIXED GLAZED PANELS OF MORE THAN 9 S.F. (INCLUDING SLIDING (MC 703 AND 704). 10. ALL BEDROOM WINDOW SILL HEIGHTS SHALL NOT EXCEED 44" PER UBC SECTION 310.4. VENTILATION. (2) 1 "x1'-O" SOFFIT VENTS WITH BUG SCREEN. GLASS DOORS) SHALL HAVE CATEGORY 11 CLASSIFICATION AND LESS THAN 9 S.F. SHALL 40. UNDERGROUND UTILITIES SHALL BE REQUIRED FOR THIS PROJECT.. 11. PROVIDE P & T RELIEF VALVE AT WATER HEATER -- VENT TO OUTSIDE. 24. SHOP DRAWINGS FOR FLOOR TRUSS PROFILES REQUIRED TO BE SUBMITTED SEPARATELY HAVE CATEGORY I CLASSIFICATION PER UBC STD. 24-2, TABLE 24-2A. 441. STRUCTURAL TESTS AND INSPECTIONS REQUIRED BY CBC CHAPTER 17. 12, PROVIDE BACKFLOW PREVENTER AT HOSE BIBBS. IN PLAN FORM W/ STRUCTURAL APPROVAL. 34. CLOTHES DRYER SHALL BE EXHAUSTED TO THE OUTSIDE WITH THE FOLLOWING DUCT CRITERIA: THE STRUCTURAL ENGINEER OF RECORD SHALE PROVIDE PERIODIC AND FINAL INSPECTION 13. PROVIDE RECESSED BOX FOR ICE MAKER. LINE AT REFRIGERATOR SPACE. 25. I.C.B.O. FABRICATOR REQUIRED FOR GLU-LAM BEAM, TRUSSE':3, AND STRUCTURAL STEEL. EXHAUST DUCT MUST BE 4" MIN. IN DIAMETER W/ A MAX. LENGTH UP TO 14'-0" W/ TWO FOR ALL STRUCTURAL ELEMENTS TO ENSURE COMPLETED CONSTRUCTION AGREES WITH 14. PROVIDE RECESSED BOX FOR WASHER AND DRYER HOOK-UP. 26. PROVIDE LOW CONSUMPTION WATER CLOSETS FOR AL NEW CONSTRUCTION THAT USE NO ELBOWS, 5" MIN. IN DIAMETER W A MAX. LENGTH UP TO 22'-0" W TWO ELBOWS, AND / / HIS/HER DESIGN. PRIOR TO THE BUILDING SAFETY DIVISIONS FINAL INSPECTION THE ' 15. PROVIDE MIN. 22'x3O" ACCESS TO ALL ATTICS WITH 30" MIN. HEADROOM. MORE THAN 1.6 GAL. PER FLUSH (PC 402.0) 6 MIN. IN DIAMETER W/ A MAX. LENGTH UP TO 22 -0 W/ TWO ELBOWS (MC 504, 908). STRUCTURAL ENGINEER OF RECORD SHALL SUBMIT A LETTER TO THE BUILDING OFFICIAL 16. ALL FIREPLACES SHALL HAVE A GAS SHUT OFF VALVE LOCATED IN THE SAME ROOM WITH 27. PROVIDE DAMP -PROOFING FOR ALL WALLS BELOW GRADE THAT ENCLOSE HABITABLE OR CERTIFYING COMPLETED STRUCTURAL ELEMENTS (106.3.5 AND 1702). 5'-0" OF FIREPLACES VALVE SHALL BE OUTSIDE OF FIREPLACES. NON -HABITABLE SPACE, UBC 1402.4. 35. FORCED AIR COMPARTMENT DIMENSIONS SHALL BE 3" MIN. CLEARANCE ON SIDES AND BACK, 43. OTHER STRUCTURAL INSPECTIONS REQUIRED BY THE ENGINEER OR ARCHITECT IN 6" MIN. CLEAR FROM FRONT OF EQUIPMENT TO COMBUSTION AIR INTAKE. THE MIN. WIDTH RESPONSIBLE CHARGE OF THE STRUCTURAL DESIGN WORK. PERMITTED IS 12' GREATER THAN THE EQUIPMENT. 51'-0" 49' _ 0>, 1V, =, I FAMM ok 0 0 ro. 04 ST- (0 31'-0" A 20'-0" 4,_0» 1 7'--0=, 1 , 6,_3" 1 1 0, 70_0„ 1 1 > 1$ 01, 18_0„ 11 13'-0„ 5'-6" 11'-6" 12 9'-11" 12" 8'-7" 1 3� -3" ,� , 3, 6„ 1 >, 2,�9,> 21 3'--6" 5t-6» 41-8,► 1 8 6,_5$► 2 EXTERIOR STUCCO OR WROUGHT IRON RAILING 6040SL ♦rr L=7'-0" w = SD o. o N 7068SL �--' / U L=9'-6" 00 h) ONO x L_ as Q N s to 0 W W I u� x u� 0 v 4'-9» i� 3016SL 2468HC 2468HC 0 C.-J _ _ co co N co FAM I LY CARPET 12'-0" KITCHEN TI LE v os � Co ° Ln DINING O TILE- 2068HC io ' J 2 PANTRY 'n TI LE 2 5040SL L=14'-6" 5'--6" 5'-9" 5'-9" 13'-3" 24'-8» 0 s b L=5'-3" q 0 0 0 co 0 ST 6 I tV 2868SC r o w 6040SL rj 1 HR RATED WALL WITH 5/8" TYPE ')C DRYWALL � o I 0 M 0 00 BEDRM.1 3--CAR GARAGE CARPET CONCRETE s rn SLOPE 1/4" PER FOOT TO DRAIN NOTE: 1 HR RATED WITH 7068SL 5/8" TYPE'X' DRYWALL CEILING IN THE GARAGE L=9'-0" 1 N � ® O is I\ � 7'-0" co(0`° I `v 20 MINUTES DOOR rn Self -closing, fight -fitting solid - wood doer 1-3/4" thk. 2868HC 1 HR RATED WALL WITH t L=20'-0" 5/8" TYPE'X' DRYWALL 0) 00 0 Air �! 0 w I N co ih to 0 - N 2668HC I 0 w ENTRY PORCH 00 °7 TI LE N r s 2668HC d� ® O -- N w -� O 70-6" 6'-11" 3'-0" I w � N N N 't 0 LIVING w1 1 CARF`ET o 0 rf- O�� w ( N ' 0 n F. P . 5040SL { I N 5'-0" 51'-O" 5'-6" 2'--4" 1. 2'-8" L 2' L 1'-11 SCALE: 1/4" = 1'-0" L=6'-5" I �=41_6" j 4040SL TG 2016SL Q 2068HC M . BATH FT w J I' I �2068HC 2068HCJ 0) w w _ (0 W I I I LO to r r a 6,_3$$ 4�6" 61--9$$ 00 1 Q0 A 0) O -9 N o IU- RAIN/OVER FLOW `�<p� x ° z ry(D 00 W 0) o N O' � 2 w 1 w iz °m U M.BEDRM ° CARPET 1 8 s `' () D-2 v n U Cl) 2o ° 2 o �- T RAIN/OVER FLOW--,,,Z � o x M77F�O o N L=8,-0„ 727 N 77 Ln _N 4050SL O O P� DRAIN/OVER FLOW DRAIN/OVER FLOW `5.12 w `D O I w A DECK I I o r HOT MOP W/ TILE_ OVER r `'" ° SHUR DECK (ICBO ER5968) 2' --1 1 " m ST 6 6040SL tp 4016SL TG 6068SL Nqr w Q � 0 I , 2 "w' . w IUD 00�77 oN I N t;tj 'r BEDRM.3 � / BEDRM.4 = M CARPET CARPET �n LJ I I 2468HC 2468HC 0 jn in O Ln r 5068SL w 6068SL 7p-0 \\ = w I S D L=7'-7! 2 �, C7 co �S)D \\\\\\ !I I 00 i l_AUNDco 727 NN w w w r Q 2668HC .- o OPEN TO BELOW co 0 Ln 0 LO 5050SL /2\ L=13'-0" 30'--5" 41'--5" b z z W F NLO CY) 0+ ' CL `� < O Y� w w ® ~ F- C) U 3: o aet U z z U) cm d' z 0 CL 2668HC SLOPE O DRAIN/OVER FLOW ,� CIVI w 2% CA�_jk DECK w HOT M W/ TILE OVER w O 0 SHUR K (ICBO-ER5968) O W 19 18 wl r D-2 2q D-2 z 2668HC SCOPE W j 0 DRAIN/OVER FLOW 0 I W cv w W J,rWlTa1 w l� Q w w o Vl w W 0 0 d- r r � V J �0 U� 0 �. cc: Z 00 <t °Q z cN F_ F_ Q sl C� � cC 00�� .44. �C co CIa 5050SL� SCALE: 1/4" = 1'-0" DRAWN: JACKIE CHECKED:-- DATE: 07-07-03 SCALE: AS NOTED SHEET 04 ST- 1 OF t3 I SHEAR WALL 2x6 STUD i BOTTOM 1 /2" DRY WALL WHERE PLATE W / 2x6 STUD 0 16" O.C. APPLICABLE 5/8„ ' 3 1 /2" THK. CONCRETE — 3 TE 1 2" THK. CONCRE E TE ANCHOR 7/8" STUCCO SLAB W 6— / 6x#10x #10 SLAB W/ 6x6-# 10x# 10 BOLT- 7" R-13 BATT INSULATION w WIRE MESH 0 2" SAND / WIRE MESH 0/ 2" SAND ENBEDED � Q zINTO > CONCRETE 1 /2" THK. CONCRETE „ 1 /4 PER z SLAB W/ 6x6—# 10x# 10 N `� FOOT MIN. 1 4 PER WIRE MESH 0/ 2" SAND MIN. 04 r-- d X ---=-K •---DC -- b---IC -+4-- X ---mac X--�e----aC X �--�CK ----- �C-+-^--e�(. ---gyp---- K u d a i .v : I=1 I I� I (--III 1—' ► ► —� I I (ICI 1 � aQ ° .. 0 0 I —III— I M #4 REBAR Q TOP &C I I—i � — —► � I � a 4 REBAR @ TOP &c �- �- # ° -, I I . o I— 44 Q. #4 REBAR @ TOP & �' "' " Q• N `- BOTTOM 1 I 12" FOR ONE STORY 0 BOTTOM I— 12" FOR ONE STORY N 15" FOR N ,_11 BOTTOM - I i 12" FOR ONE STORY - 00 00 N 15" FOR TWO STORY r- i I TWO STORY 15" FOR TWO STORY 0 N EXT. SEARING FOOTING (:1 GARAGE WALL (:2 GARAGE DOOR ( BOTTOM PLATE 1 /2" DRY WALL W/ 5/8" 2x6 STUD @ 16" O.C. 1 /2" DRY WALL 1 /2" DRY WALL ANCHOR BOLT— 7" ENBEDED 7/8" STUCCO SIMPSON IMP 7/8" STUCCO INTO CONCRETE STRONG —TIE 2x6 STUD © 16 O.C. STRONG -TIE HOLD DOWN " 2x6 STUD @ 16 O.C. 2 X 2 X 3/16 3 1 /2" THK. CONCRETE CB66 CB66 PLATE WASHER SLAB W/ 6x6—# 10x# 10 ° R-13 BATT INSULATION WIRE MESH O/ 2" SANDX. Z 4 X-----�C ---K ----K �---�C---)4--- Q. `� X -4 -- X X 4 X X X 4 �jc 4 X — 4 c� --. 4.. ���•� -111 N! Ifl NII�►!11 I —� � ,III-III-III�,II- \17 z a ••� A _ ' d 4 -.1 - - Q: ,_ III II III ry ��► ��� rn o BOTTOMREBAR @ TOP &tt. III III ' —��1© I III III I11 �I) (I ;III_I(� �1 IIII -1�►_f ill--- i�-111—.1 aq a v w a :. �- � a. #4 REBAR EACH WAY . CL 4 v 00 3—#4 REBAR EACH o 0 1'--6'> �-_ _ 12 FOR ONE STORY WAY PER PLAN 15" FOR TWO STORY PER PLAN MOUSE TO GARAGE (:4 INT. PAD FOOTING (:5 PAD. FOOTING POST 1. 2 X 4 STUDS CAD 16" O.C. 2. 2X P.T.D.F. PLATE WITH 7/32" DIA. x 3-1/2" SHOT 4-16d NAILS PINS ® 32" O.C. WITH 14" GAGE WASHERS & FIRST POST Simpson ABU44 POST 2 PINS PLACED 6" & 10" FROM PLATE ENDS _ 1 /2" DRY WALL 3. CONCRETE SLAB 1A 2x6 STUD © 16" O.C. 7" INTO 4. 1/2" DRY WALL CONCRETE z 2 x SILL PLATE P.T. LUMBER AB. SIZE AND SPACING SEE N FOUNDATION PLAN _ _I ��/ —i 111 I ___ I I —= I I�1 11=�1►1=1 I I I —I 11—i I I I I 1=1 I I= =l —rrr I 12" I —I 11=1(- 1I I—i I I —III—I I i 3 2 1 _ a d •� �� =f 1 I-1 I I I —III —I � III —III —III—III —III=11 I I I I— o — f a 4 — — — — — — ' _ � II -1 I I-1 I I =1 I I-1-1 I I.I I I-1 =1-1 11=11 ICI I I-1-1 I Imo: la I I ( III � • . . v : . s - #4 EA. Way T I Q 3'"Clear 1 g�� a :. :>- #4 @ TOP 44 Pr PER PLAN v AND BOTTOM \\//\Q\\,\\\,,�j SIZE S E E .-OUNDATION PLAN POST ANCHORS (::7 NON -BEARING INT. WALL. 8 DETAIL (:9 1 /2 "x 1 1 /2 "x 1 /8" TEEL TUBE @ 48" .C. (TYP.) FOR 4HANDRAIL & GUARD AI L 2 1 /2" 4"x4x4, STEEL PLATE N 10 G NOTES: J1 3/e LAG SCREW 1. ANCHOR BOLTS A-307 AND WITHIN 12" OF ENDS CORN' 1 2 x, 2 x 8 2. STEEL REINFORCEMENT GRADE 40 DEFORMED. STEEL TUBE 3. CONCRETE STRENGTH: 2,500 P.S.I. ® 28 DAYS. USE TY! 4. 1 /2" 0 x 20' LONG REBAR FOR BACKUP UFER 'GROUND 4" PIPE . LOCATION & UNDERGROUND SERVICE IF REQUIRE[ .5. PROVIDE SURVEY STAKES PRIOR TO FOUNDATION INSPEC LEGEND: 3/ ' HK P YW O L''' 1 /2" 0 A.B.L. = 10' ® 4'--0" O/C. LDGR 7 1 /2"0 A.B.L = 10" @ 4'-0" O/C. DOUBLE FLOOR 5-7 .JOISTS " NA N. A95/8"O A.B.L = 10" © 3'-4" 0/C. S/8 TYPE Y DRYWALL90 A 5/8"0 A.B.L = 10" 0 3'-4" 0/C. 2x12 FLOOR JOIST 16" .O.0 STAIRS a FLOOR 10 R to r II OR V CEMENT. BONDED TO COLD WATER ► BY S.C.E. PION TO VERIFY LOT LINES. FOUNDATION: 1. NOTE ON THE FOUNDATION PLAN(S): 'PROVIDE TWO COPIES OF A COMPACTION REPORT REVIEWED, ACCEPTED AND STAMPED BY THE ARCHITECT OR STRUCTURAL ENGINEER OF RECORD. THE REPORTS ARE TO BE SUBMITTED TO AND ACCEPTED BY THE BUILDING SAFETY DIVISION PRIOR TO CALLING FOR FOUNDATION INSPECTION. PLEASE TELEPHONE (714)647-5862 FOR AN APPOINTMENT WITH THE PLAN CHECK ENGINEER TO ACCEPT THE TWO CERTIFIED COPIES OF THE COMPACTION REPORTS. 2. NOTE ON THE FOUNDATION PLAN(S): 'PRIOR TO CALLING FOR FOUNDATION INSPECTION, THE BUILDING COMERS SHALL BE SURVEYED AND STAKED BY A CALIFORNIA LICENSED LAND SURVEYOR OR QUALIFIED CIVIL ENGINEER. THE SURVEY AND STAKING MUST BE DOCUMENTED AND BEAR THE STAMP AND SIGNATURE OF THE PERSON RESPONSIBLE FOR THE SURVEY AND STAKING. THE CERTIFICATION DOCUMENT MUST BE SUBMITTED TO THE BUILDING INSPECTOR AT TEH TIME OF FOUNDATOIN INSPECTION. 3. SHOW LOCATION OF UNDERFLOOR ACCESS CRAWL HOLE (18x24 INCHES). (2306.3) STRUCTURAL: 4. NOTE ON DRAWINGS: 'TRUSS SUPPLIER SHALL SUBMIT CALCULATIONS AND SHOP DRAWINGS SIGNED BY A REGISTERED CIVIL ENGINEER TO THE RESPONSIBLE PROJECT DESIGNER WHO AGREES TO REVIEW THE SHOP DRAWINGS FOR ACCEPTANCE PRIOR TO FABRICATION. SHOP DRAWINGS AND CALCULATIONS SHALL BE SUBMITTED TO THE BUILDING SAFETY DIVISION FOR ACCEPTANCE AFTER THE RESPONSIBLE PROJECT DISIGNER HAS NOTED HIS/HER ACCEPTANCE AND PRIOR OT FABRICATION. TRUSS DRAWINGS MUST REFLECT COMPLIANCE WITH CBC SECTIONS: 106.3.2 — PLANS, STRUCTURAL CALCULATIONS, AND SPECIFICATIONS MUST BE PREPARED BY A CALIFORNIA REGISTERED CIVIL ENGINEER. PORT 4YA . (^.RAA I'AU 1 b" bUUAM-A 1U W/ 2#4 EACH WAY POST 4x4 - CB44 PAD 16" SQUAREX12D W/ 2#4 EACH WAY LATERAL DESIGN: 5. WALLS BRACED TO RESIST WIND AND SEISMIC FORCES SHALL NOT EXCEED THE FOLLOWING HEIGHT TO WIDTH RATIOS: 2 FOR 1 FOR PLYWOOD. FRAMING MEMBERS OR BLOCKING SHALL BE PROVIDED AT THE EDGES OF ALL SHEETS IN SHEAR WALLS; 2 TO 1 FOR PYPSUM WALLBOARD AND PORTLAND CEMENT PLASTER (STUCCO). WALL SECTINNS HAVING HEIGHT —TO —LENGTH RATIOS IN EXCESS OF 1 1 /2 TO 1 SHALL BE BLOCKED. (2315, T 23-1 1—G, 2513.4, T25-1). 6. IF REQUIRED BY STRUCTURAL CALCUALTIONS, SHOW SIZE, LOCATION, EMBEDMENT LENGTH AND ICBO APPROVAL NUMBER OF HOLD-DOWN ANCHORS ON FOUNDATION PLAN. NOTE ON THE PLANS THAT HOLD-DOWN HARDWARE MUST BE SECURED IN PLACE PRIOR TO FOUNDATION INSPECTION. (1605.2.2). 7. NOTE ONTHE PLANS THAT HOLD-DOWN CONNECTOR BOLTS INTO WOOD FRAMING REQUIRE APPROVED PLATE WASHERS; AND HOLD-DOWNS SHALL BE TIGHTENED JUST PRIOR TO COVERING THE WALL FRAMING. 8. SILL PLATES SUPPORTING SHEAR WALLS WITH LATERAL LOADS GREATER THAN 350 POUNDS/FOOT REQUIRE A 3-INCH NOMINAL OR GREATER NUMBER. TABLE 23-11-1--1, FOOTNOTE NO.3. 9. NOTE ON THE PLANS THAT FOUNDATION ANCHOR BOLTS IN WALLS SHALL HAVE AN APPROVED PLATE WASHER UNDER EACH NUM; AND THE NUTS SHALL BE TIGHTENED JUST PRIOR TO COVERING THE WALL FRAMING. PLATE `WASHERS A MINIMUM OF 2 INCH BY 2 INCH BY 3/16 •INCH THICK SHALL BE USED ON EACH BOLT. (1806.6.1). DRAWN: JACKIE CHECKED: -- DATE: 07-07-03 SCALE: AS NOTED SHEET 05 ST-2 OF 13 In 5f" �O 0'-0° � 20' ��aw"% POST 46 L It IF ry X POST 46 POST 46 STRONG WAYL ZA rr DE K co STRING WALL 00 It DRAG S' 10 22 10 22 sx12 DF#1 POST 4x6(j � ���T�� �C�4u ' | - -------- �~~-��»�~-� / CC 44 _ . . . `" . "°. . =H = DRAG STI ZAP 50-60) SHEAR WALL SCHEDULE E ' ---~- ' --~-- ' -- 4x* HoR L=9'-O 4 Ho NOTE: 2x6BALLOON FRAMING FOR ALL VAULTED CEILING, TYPICAL SILL ATTACHMENT Allowable shear @ Slab Floor @ Plywood Floor 1 . Expanded metal, or woven wire loth 180 P|f 5/8" @ 58" 1 0d KD B" o.c. and 7/8^ port|ond cement plaster 380 p|f* 5/8^ 0 28^ 1 8d 0 4^ o.o. w/ 11 go. staples @ 8^ o.o. (4) 2. " COX plywood /24/O\ w/ Od noDo 260 p|f 5/8'` �� 32" 16d V� 8" o.o. ' 6-6- 1 2 ' ' ' ' 520 p|f* 5/8^ @ 1 6^ 1 6d @ 3^ o.o. 3. 3/8" CDX plywood (24/0) w/ Bd nails 380 P|f* 5/8" @ 24^ 1 @d @ 4^ o.c. 0D 4-4- 1 2 760 p|f* 5/8" @ 1 6" 1 8d VD 2" u.o. 4. 3/8" CDX plywood /24/0\ w/ 8d nails 490 p|f* 5 /8" @ 1 6" 1 6d @ J" o.o. @ 3-3- 1 2 QBO p|f* J /4" @ 1 G" 5. 3 /8" COX plywood /24 /O\ w / Bd nails 840 p|f* 5/8" @ 1 8° 1 6d @ 2 1 /2" o.o. @ 2-2- 1 2 1280 p|f* 3/4 $1 8D 1 8" B. 1 /2" Structural | plywood /24-0\ w / 1 Od 565 p|f* 5 /G" @ 1 6" nails @ J-J- 1 2 7. 1 /2" Structural | plywood /24-0\ w/ 1 Od 870 p|f* 3/4" KD 16^ nails @ 2-2- 1 2 pH-o +,8 Hon ' ----'---c�-__ SW 24X9 (D' X DECK M ST�RONGVWALL POST 4Xj4- '10 Lit, ����Zlk�|K](� LEGEND: ' '' FRAMING INDICATES SPAN AND DIRECTION OF TJI FLOOR JOIST K][�T[���' ' ` `' ' `-`�' 1. Second "iguna indicates where shear wall sheathing is to be applied to both sides of wall. Z Nailing cpp|ieo to all studs, top and bottom plates, and b|ookinc if applicable. J. Plywood nailing legend: 4. Staple a000|ng to top and bottom plates and to all studs. * Requinan 3" lumber for sill plate and boundary studs. SCALE: 1/4" 1-01' �J[�T[���' ' ` " `-^''See Roof Trusses as part of these plans . C\I �. . C/) ~� �� ~ -� w� ^� � ~~ 1� ~° cn 'It `~ < U) LU CL Lij LU cc LL C) mitt Uj r cm co SPECIFICATION-& FEATURES LIST GENERAL NOTES WINDOWS SCHEDULE REVISIONS i BY 1. THESE DRAWINGS ARE THE PROPERTY OF EMAQ ASSOCIATES AND ARE NOT TO BE USED FOR ANY 14. ALL FINISHED WORK SHALL BE FREE OF ANY DEFECTS. THE OWNER RESERVES THE RIGHT TO REJECT 1. APPLIANCES 13. BATHROOM MIRRORS: MASTER BATHROOM: 42" HIGH - 3/16" ELECTRO COPPER PLATED W/ POLISHEQ EDGES WORK OTHER THAN THE PROJECT AND LOCATION SHOWN HERE. ANY MATERIALS AND WORKMANSHIP WHICH ARE NOT CONSIDERED TO BE OF THE HIGHEST STANDARDS OF THE VARIOUS TRADES INVOLVED. ANY ACTION REQUIRED TO CORRECT POOR WORKMANSHIP WiLL • " -CLEAN-WHITE OVEN. GE JKP45WW 27 DOUBLE SELF - SECONDARY BATHROOM: 42" HIGH 3/16" ELECTRO COPPER PLATED Wh`/ POLISHED EDGES 2. NO CHANGES ARE TO 8E MADE ON THESE PLANS WITHOUT THE KNOWLEDGE OR CONSENT OF THE ARCHITECT / ENGINEER WHOSE SIGNATURE APPEARS HEREON. BE AT THE CONTRACTOR'S EXPENSE. COOKTOP: GE JGP636WEV 36" 5 SEAL BURNER GLASS TOP -WHITE HOOD: GE JVM134OWW 1.3 cu.ft. MACRO/HOOD - WHITE POWDER ROOM: 42" HIGH - 3/16" ELECTRO COPPER PLATED W/ POLISHED EDGES 3. DIMENSIONS AS INDICATED ARE THE DIMENSIONS TO BE USED FOR CflNSTRUCTiON. DO NOT 15. UPON COMPLETION, THE CONTRACTOR MUST FORWARD 70 THE ARCHITECT THREE (3 COMPLETE EL KITCHEN -WHITE � GE JX40WH 12" FILLER PAN E SCALE DRAWINGS. BOUND SETS OF INSTRUCTIONS INCLUDING THE MANUFACTURER'S CERTIFICATES, WARRANTY SLIPS, DISHWASHER: GE GSD363OZWW 6 CYCLE 18 OPTIONS -WHITE DISPOSAL: GE GF0305V 1/2 HP WITH CORD 14. FINISH CARPENTRY: FRONT DOOR: PANEL FIBERGLASS DOOR PRE -PRIMED EMBOSSED W/' WINDOWS ON TOP 4, NO FRAMING OF ANY TYPE IS TO BE CONCEALED PRIOR TO INSPECTION BY GOVERNING AGENCIES. SUBAND OPERATING INSTRUCTIONS PER SPECIFICATIONS. THE BUILDING WILL NOT BE CONSIDERED SUBSTANTIALLY COMPLETE UNTIL THIS INFORMATION HAS BEEN RECEIVED. INTERIOR: 6 PANEL COLONIST DOOR SMOOTH FINISH -HOLLOW CORE HOUSE TO GARAGE: 6 PANEL COLONIST DOOR SMOOTH FINISH 1-3/8" 20 MINUTE RATED -- 5. REFERENCE TO ANY DETAIL OR DRAWING IS FOR CONVENIENCE ONLY AND DOES NOT LIMIT THE 16. CONTRACTOR'S INSTALLATION OF ALL UTILITIES AND SUBSEQUENT HOOKUP SHALL BE AS NECESSARY OPTIONS. STANDARD APPLIANCE PACKAGE IN "BLACK FINISH" SOLID CORE GARAGE SIDE DOOR: WOOD JAMB WITH STEEL SLAB DOOR APPLICATION OF SUCH DETAIL AND DRAWINGS. TO ASSURE CONFORMANCE WITH ALL UTILITY COMPANY REQUIREMENTS. OVEN: GE JKP458W 27" DOUBLE SELF -CLEAN -WHITE COOKTOP: GE JGP636BEV 36" 5 SEAL BURNER GLASS TOP MIRRORED WARDROBE: HOLLOW CORE HARDBOARD DOORS ALL CLOSET SHELVINGS: 12" VINYL COATED METAL SHELVING 6. DIMENSIONS AND CONDITIONS AT THE JOB SITE SHALL BE VERIFIED BY ALL CONTRACTORS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO EXAMINE THE EXISTING CONDITIONS PRIOR TO 17. CONTRACTOR SHALL BE RESPONSIBLE FOR REQUESTING AND SCHEDULING ALL INSPECTIONS AND HOOD: GE JVM13408W 1.3 cu.ft. MICRO/HOOD BASE: 2-1/4- STREAMLINE SUBMITTING BIDS 70 SUCH CONDITIONS WHICH MAY AFFECT THE WORK. DISCREPANCIES ON THE DRAWINGS OR BETWEEN THE DRAWING AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE TESTS REQUIRED TO IMPLEMENT THE PLANS AND SPECIFICATIONS, RECOMMENDED BY THE SOILS INVESTIGATION REPORT AND REQUIRED BY ANY GOVERNMENT AGENCY. GE JX41BL i FILLER PANEL KIT DISHWASHER: GE OSD3620ZBB 6 CYCLE / 18 OPTIONS CASING: 1-5/8 #711 STOOL AND APRON: N/A OWNER. CORRECTED DRAWINGS OR INSTRUCTIONS SHALL BE ISSUED BY THE OWNER PRIOR TO THE INSTALLATION OF ANY WORK. 18. ALL REVISIONS TO THE DRAWINGS MUST PROCEED THRU THE ARCHITECT. OWNER /CONTRACTOR REVISIONS MAY BE CONSIDERED INVALID. OVEN: GE JKPSfiWW 27" CONVECTION UPPER/ SELF -CLEAN LOWER -WHITE 15. ' FINISH HARDWARE: � FRONT DOOR: KWIKSET TITAN "CHELSEA" MODEL 800 W/ KWIKSET LEVER -- POLISH BRASS 7. ALL WORK CONSTRUCTION AND MATERIALS SHALL COMPLY WITH ALL PROVISIONS OF THE BUILDING CODE AND WITH THE OTHER RULES, REGULATIONS, AND ORDINANCES GOVERNING THE PLACE OF 19. OWNER SHALL BE ALLOWED TO PERFORM WORK BY OTHERS PRIOR TO THE GENERAL GE JKP568W 27" CONVECTION UPPER/ SELF -CLEAN LOWER -WHITE INTERIOR: KWIKSET "PORTICO" LEVERS - POLISH BRASS - CONSTRUCTION. IT IS THE RESPONSIBILITY OF ANYONE SUPPLYING LABOR OR MATERIAL OR BOTH CONTRACTOR'S COMPLETION. HOOD: GE JVM1350BW 1.3 cu.ft. MICRO/HOOD -WHITE HOUSE TO GARAGE: KWIKSET "PORTICO" LEVERS -POLISH BRASS TO BRING TO THE ATTENTION OF THE ARCHITECT AND THE OWNER ANY DISCREPANCIES OR CONFLICT GE JVM1350BW 1.3 cu.ft. MICRO/HOOD -- BLACK GARAGE SIDE DOOR: KWIKSETR TYLO KNOBS - POLISH BRASS BETWEEN THE REQUIREMENTS OF THE CODE AND THE DRAWINGS. THE APPLICABLE CODE SHALL 20, CONTRACTOR SHALL PROVIDE PUBLIC PROTECTION AS NECESSARY PER CITY, STATE AND LOCAL DISHWASHER: GE GVD4330ZWW 5 CYCLE 3OPTIONS -WHITE INCLUDE, BUT NOT LIMITED TO: 1995 EDITION OF THE CALIFORNIA BUILDING CODE. CODE REQUIREMENTS. GE GVD4330ZBB 5 CYCLE 30 OPTIONS -BLACK % AIR TAIR RAILING RAiL, KNEWEL POST &PICKETS - PAINTED WHITE fi. ST OPTIONS: STAIN OAK RAIL & KNEWEL POST WITH WHITE PICKETS 8. THESE DRAWINGS DO NOT CONTAIN THE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY. 21. ALL MATERIALS AND WORK SHALL CONFORM TO LATEST GOVERNING BUILDING CODES AND 2. CABINETS STAIN MAPLE RAIL & KNEWEL POST WITH WHITE PICKETS STAIN OAK RAiL KNEWEL POST AND PICKETS 9. iT SMALL BE UNDERSTOOD THAT ALL INTENDED WORK IS SUBJECT TO RE VIEW AND INTERPRETATION REGULATIONS. KITCHEN: OAK PRE -FINISHED WITH #307 DOOR (SOUTHCOAST), CONCEALED HINGES, WHITE INTERIORS BACKS ON UPPERS AND PANTRIES, DRAWER INTERIORS WHITE WITH , STAIN MAPLE RAIL , KNEWEL POST AND PICKETS BY THE ADMINISTRATIVE AUTHORITY HAVING JURISDICTION, AND IN NO CASE SHALL WORK BE PERFORMED WITHOUT THE REVIEW AND WRITTEN APPROVAL OF SAID AUTHORITY. THE CONTRACTOR 22. �C_TOR. SHALL VERIFY THE SIZE AND LOCATION ALL EXISTING UTILITY LINES AND STUBS . 'C' WiTH EURO SIDE MOUNTED GUIDES, AND M-3 CROWN MOULDING. ROUGH TOPS AS PER PLANS 17. METAL FIREPLACES:T SHALL BE RESPONSIBLE FOR ALL FEES RELATED TO THE ISSUE OF PERMITS, INSPECTIONS AND CERTIFICATES NECESSARY FOR THE EXECUTION AND COMPLETION OF THE WORK AND THE OCCUPANCY 23. ROOF COVERINGS SHAL! HAVE AT LEAST A CLASS RATING. DESIGN MATERIALS, EQUIPMENT AND PRODUCTS OTHER THAN THOSE DESCRIBED OR INDICATED FOR CERAMIC TILE. MASTER BATHROOM: OAK PRE -FINISHED WITH #307 DOOR (SOUTHCOAST), CONCEALED HINGES FIREPLACE FACE: SANTA CATALiNA DIST / AUTUMN SERIES 8"X8" - 5 COLORS OF THE AREA OF WORK. ON THE DRAWINGS MAY. T CONSIDERED FOR USE, PROVIDED PRIOR APPROVAL IS OBTAINED FROM OWNER, ARCHITECT AND THE APPLICABLE GOVERNING CODE AUTHORITY. ANY MODIFICATIONS TO AND EURO DRAWER GUIDES. ROUGH TOPS FOR CERAMIC TiLE. FLOORING: 10. IN THE EVEN? THAT THE ADMINISTRATIVE AUTHORITY HAVING JURISDICTION WITHHOLDS ITS APPROVAL DESIGN ELEMENTS OR STRUCTURAL COMPOSITIONS THAT ARE REQUESTED BY THE CONTRACTOR FOR SECONDARY OAK WITH 307 DOOR (SOUTHCOAST), CONCEALED 0 BATHROOM. OA # ( CARPET: TUFTEX "NEWCOMER II" FOR ANY CAUSE, THE CONTRACTOR SHALL IMMEDIATELY INFORM THE DESIGNER OF THE SITUATION HIS BENEFIT OR CONVENIENCE THAT REQUIRES ADDITIONAL WORK BY THE ARCHITECT AND/OR HINGES AND EURO DRAWER GUIDES. ROUGH TOPS FOR CERAMIC TILE. PAD: 3/8" 5 LB. REBOND (NOT FHA/VA) ALONG NTH CORRECTIVE ACTIONS TO'BE TAKEN. ENGINEERS, SHALL 8E PAiD FOR 8Y THE CONTRACTOR. COMPENSATUfON FOR THIS WORK SHALL POWDER ROOM: OAK PRE --FINISHED WITH 307 DOOR (SOUTHCOAST}, CONCEALED HINGES # VINYL; ARMSTRONG "INITIATOR" - CERAMIC TILE:_ SAN?A CATALINA DIST. AUTUMN SERIES 8"X8" 5 COLORS PAYABLE IN ADVANCE OF. THE WORK BEING PERFORMED. GUIDES. ROUGH TOPS FOR CERAMIC TILE, AND EURO DRAWER11. LINEN: OAK PRE -FINISHED WITH #307 DOOR (SOUTHCOAST), CONCEALED HINGES. FACTC3 ~ BUILT ^METAL FIREPLACE INSTALLATION AND USE SHALL BE IN ACCORDANCE WITH ITS LISTING. WHERE THERE IS A DISCREPANCY OR CONFLICT IN THE DRAWINGS &/ OR SPECIFICATIONS, THE CONTRACTOR SHALL REQUEST CLARIFICATION FROM THE ARCHITECT BEFORE PROCEEDING IN THE WORK. 24. THE CONTRACTOR SHALL .INDEMNIFY AND HOLD HARMLESS THE OWNER AND THE ARCHITECT AND LAUNDRY ROOM:PAINT GRADE WITH BRIO DOOR (SOUTHCOAST STYLE), SEMI -CONCEALED HINGES 1 S. ELECTRICAL: THEIR AGENTS AND EMPLOYEES FROM AND AGAINST CLAIMS, DAMAGES, LOSSES, AND EXPENSES PANEL: 200 AMPS 12. CONTRACTOR SHALL CONFORM WITH AND ABIDE BY ALL LOCAL, CITY, COUNTY, AND STATE BUILDING INCLUDING ATTORNEY'S FEES ARISING OUT OF OR RESULTING FROM THE PERFORMANCE OF THE WORK OPTIONS: OUTLET & SWITCHES: DECOR SWITCHES AND PLATES & STANDARD CUPLEX OUTLETS & PLATES AND SANITARY RULES AND REGULATIONS. PROVIDED THAT ANY SUCH CLAIM, DAMAGE, LOSS, OR EXPENSE (1) IS ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE, OR DEATH OR 70 INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY LAUNDRY ROOM: MAPLE PRE -FINISHED WHITE_ ..,___........._ . _ ._._-..__._...u___..____..__._._________._..____ 13. ALL MANUFACTURED MATERIALS, PRODUCTS, PROCESSES AND EQUIPMENT SHALL BE INSTALLED OR (OTHER THAN THE WORK ITSELF) INCLUDING THE LOSS OR USE RESULTING THEREFROM, AND (2) iS WHITE PRE FIREPLACE: SLTPERBIOR BR-42, UL APVL J99025$65B-231, ICBO ER5677 APPLIED iN ACCORDANCE WiTH MANUFACTURERS INSTRUCTIONS. NO SUBSTITUTIONS SHALL BE . CAUSED IN WHOLE OR PART BY ANY NEGLIGENT ACT OR OMISSION OF THE CONTRACTOR, ANY ALL OAK CABINETS: MAPLE PRE -FINISHED 19. LIGHT FIXTURES ACCEPTED WITHOUT EXPRESS WRITTEN APPROVAL OF THE OWNER AND ANY CORRECTIONS REQUIRED SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY EMPLOYED BY ANY OF THEM OR ANYONE WHOSE WHITE PRE -FINISHED TO SPECIFIED MATERIALS WILL BE SOLELY AT THE CONTRACTOR'S EXPENSE. ACTS ANY OF THEM MAY BE LIABLE, REGARDLESS OR WHETHER OR NOT iT IS CAUSED IN PART BY 3. COUNTER TOPS KITCHEN CEILING: AS PER PLANS KITCHEN SINK AREA: AS PER PLANS PER PLANS 7.. 'This project Is In a spedai flood hazard area designated on the flood insurance rate trap lowest finish floor elevation (including A PARTY INDEMNIFIED _ i _..._ ,_. HEREUNDER. ___�.,._._....._...._._.._._____ +•- A Federal 'Emergency Mana ement A en National Flood fnsuran . r9 cY 9 9 cY - " " " ACKSPLASH KITCHEN: DAL D 100 4 X4 WITH V CAP EDGE AND 6 SURFACE B " " KITCHEN UNDER COUNTER: AS -- POLISH BRASS HOUSE LIGHT FIXTURES. PROGRESS LIGHTING POL LIGHT: AS PER PLANS :(FIRM) as zone AO-1. This zone requires that the 'basement) of the structure shall be one foot above the highest adjacent grade for the AG AE an the flood gr--_ � � � Program' ELEVATION CERTIFICATE shall be completed by a Califotr�io- Licensed C;:and_i; Surveyor or California Registered.. Civil Engineer who Is authorized to prance -land -_ „ MASTER BATHROOM: DAL D-100 4 X4 WITH V-CAP EDGE AND 4 SURFACE BACKSPLASH ADDRESS zone, or to or above .the base flood elevation specified for the zone to the National Geodeii :::Vertical surveying. The completed. ELEVATION CERTIFICATE must be submitted to the Building SECONDARY BATHROOM: CULTURE MARBLE -WHITE ON WHITE POWDER ROOM: DAL D-100 4 X4 WITH V--CAP EDGE AND 4 SURFACE BACKSPLASH " " 20. PAINTING. insurance rate-alap. All elevations must be referenced Datum. References •should' be made to. the Flood Plain Management Ordlh- 4110ei: Banta aatlorr show Inspector at the time of foundation inspection " ' LAUNDRY ROOM: CULTURE MARBLE - WHITE ON WHITE INTERIOR: AS PER PLANSDrav EXTERIOR: AS PER PLANS AND COLOR SCHEME d - Ana ,Municipal Code, Chapter 7, for complete requirements. finish floor9elev with said ordinance Including noting flood zone, 4. PLUMBING SINKS: compliance elevation of "original highest adjacent grade." KITCHEN: MANSFIELD S-3221-DFL PORCELAIN--ON-STEEL, DOUBLE SINK W/ 4 HOLES - WHITE 21. DRYWALL: WALLS: ORANGE PEEL TEXTURE MASTER BATHROOM: MANSFIELD 268-8 SELF -RIMMING CHINA LAVATORY W/ 8" FAUCET HOLE - WHITE CEILING: KNOCKDOWN TEXTURE CORNERS: BULLNOSE CORNER METAL THROUGHOUT EXCEPY WINDOWS, BACKSIDE OF CLOSETS SECONDARY BATHROOM: MANSFIELD 217 UNDER COUNTER CHINA LAVATORY W/ 4" FAUCET HOLE -WHITE POWDER ROOM: MANSFIELD 267-8 SELF -RIMMING CHINA LAVATORY W/ 8" FAUCET 22. ROOFING: CONCRETE TILE, STYLE AS PEL2_Et.E_V._ATIONS AND COLORS AS PER COLOR SCHEME rngsaassrating: - ROOM SCHEDULEHOLE - WHITERoof LAUNDRY ROOM: SELF -RIMMING FIBERGLASS SINK - WHITE OPTION: SELF -RIMMING CAST SINK - WHITE 23. GUTTERS: AS PER PLANS NAME BASE FLOOR WALL CEILING REMARKS 24. STUCCO: LIGHT LACE FINISH AND COLORS AS PER COLOR SCHEME 5. PLUMBING FAUCETS: 25. MASONRY VENEERS: AS PER PLANS as KITCHEN: *MOEN MONTICELLO 7645 SINGLE HANDLE - CHROME OPTION: MOEN TOUCH 7385 PULL-OUT - CHROME WHITE LEVER HANDLE 26. GARAGE DOORS: METAL ROLL -UP DOORS OPTIONS: ADD WINDOWS TO GARAGE DOORS r=n m MASTER BATHROOM: MOEN MONTICELLO 4550/97376 CHROME W/ WIDESPREAD SECONDARY BATHROOM: MOEN MONTICELLO 4550/97557 CHROME W/ CHROME LEVER HANDLE CENTERSET 27. GARAGE DOOR OPENERS: OPTION POWDER ROOM: MOEN MONTICELLO 4570/97376 CHROME W/ WHITE LEVER HANDLE . z I WIDESPREAD 28. AIR CONDITIONING: STANDARD - AS PER PLANS ca a v x o vsi LAUNDRY ROOM: MOEN LEGENT 7200 SINGLE HANDLE - CHROME ;n 29. ROOM OPTIONS. AS PER PLANS t.- v v 5 �n .- �:. •-- - 6. PLUMBING 8 &SHOWER: ..,MASTER BATHROOM: TUB: LASCO BATAVIA ACRYLIC TUB W/ DAL D-100 4"X4" BACKSPLASH 12" ABOVE DECK PORCH SHOWER: DAL 0-100 4"X4" WHITE TILE SEAT, WALLS AND FLOOR OVER HOT MOP FOYER ✓ ✓ . `� TT SECONDARY BATHROOM. LASCO 2603-CTW FIBERGLASS TUB/SHOWER W/ TILE PATTERN - WHITE POWDER ROOM: LASCO 2603-CTW FIBERGLASS TUB/SHOWER W/ TILE PATTERN - WHITE FAMILY ROOM LIVING ROOM ✓ ✓ ✓ `� 7. PLUMBING TUB & SHOWER FAUCETS: MASTER BATHROOM: TUB: MOEN MONTiCELLO T-950/97376 CHROME W/ WHITE LEVER HANDLE DINING ROOM r,/ ✓ `� `� SHOWER: MOEN MONTICELLO 3125/97376 CHROME WiTH WHITE LEVER HANDLE CONTROL ✓ WiTH 2126 CHROME SHOWER HEAD KITCHEN/NOOK ✓ '� . `� SECONDARY BATHROOM: MOEN CHATEAU L 2739 CHROME W/ CHROME LEVER HANDLE ✓ ✓ POWDER ROOM: MOEN CHATEAU L 2739 CHROME W/ CHROME LEVER HANDLE LAUNDRY .,/ `� 8. PLUMBING TOILETS: HALL ✓ ✓ °'� MASTER BATHROOM: MANSFIELD 135-164 W/ ELONGATED SEAT, INC. CHROME TANK LEVER AND ANGLE STOP WALK -IN -CLOSET •,/ SECONDARY BATHROOM: MANSFIELD 135-160 W/ ELONGATED SEAT, INC. CHROME TANK LEVER AND ANGLE STOP PANTRY ✓ '✓ `� POWDER ROOM: MANSFIELD 135-160 W/ ELONGATED SEAT, INC. CHROME TANK LEVER AND ANGLE STOP COAT ✓ ✓ '� `S 9. PLUMBING MISCELLANEOUS: BED ROOM 1 �/ # �✓ `� iCE MAKER: VALVE iN RECESSED PLASTIC BOX WATER HEATER: AS PER PLANS BED ROOM #2 ✓ ✓ `✓. 10. BATHROOM HARDWARE: CHROME WITH CONCEALED SCREWS BED ROOM #3 �/ �✓ `� 11. SHOWER ENCLOSURE: BRIGHT DIP CHROME WITH CLEAR GLASS BED ROOM #4 OPTION: OBSCURED GLASS MASTER BED ROOM .,/ ✓ 1✓ `� 12. TUB ENCLOSURE: OPTION: CHROME WITH CLEAR GLASS OR OBSCURED GLASS ✓ ✓ `f MASTER BATH ROOM ✓ HIS/HER WALK -IN --CLOSET BATHROOM #1 ✓ ✓ ✓ `� POWDER ROOM �/ �✓ BATHROOM #2 GARAGE ✓ FINISH NOTES ORANGE PEEL TEXTURE -- TWO COATS FLAT VINYL PAiNT 6 •- 2 1 /4" STREAMLINE 2 -- ORANGE PEEL TEXTURE -- TWO COATS SEMI --GLOSS ENAMEL PAINT 7 -- METAL BULLNOSE CORNER EXCEPT WINDOWS 3 -- LIGHT KNOCK-- DOWN TEXTURE -- PAiNT TO MATCH WALL UJ "Wonownwan It 4 -- TAPED JOINTS -- ONE COAT FLAT VINYL PAINT 0. 5 -- PROVIDE WATER RESISTANT GYSUM BOARD AT ALL TUB AND SHOWER LOCATIONS Oro- Qi I SYMBOL TYPE FRAME REMARKS C CASEMENT AL/ OR VINYL SEE EXTERIOR ELEVATIONS FOR MUNTINS S SLIDER AL/ OR VINYL SEE EXTERIOR ELEVATIONS FOR MUNTINS SA SASH AL/ OR VINYL SEE EXTERIOR ELEVATIONS FOR MUNTINS FX FIXED GLASS AL/ OR VINYL SEE EXTERIOR ELEVATIONS FOR MUNTINS WINDOW TYPES N.N NEI 00100- S NOTE: 1. ALL WINDOWS TO BE DUAL GLAZING (EXCEPT GLASS BLOCK) 2. WINDOW MANUFACTURER TO BE: "TOMRAY, INC." - A DIVISION OF T.M. COBS DOOR SCHEDULE SYMBOL 'TYPE FRAME THICKNESS E SOLID CORE ENTRY WOOD HC HOLLOW CORE WOOD W SLIDING BI-PASS ALUMINUM SG SLIDING GLASS ALUMINUM SE SECTIONAL META ---METAL (ROLL -UP GARAGE DR) SC SOLID CORE WOOD F FRENCH WOOD M HOLLOW METAL WOOD R SOLID CORE WOOD 0 - - DOOR TYPES SEE EXTERIOR ELEVATIONS FOR DOOR DESIGN E IMMM0011 HC/C/R OPEN REMARKS 1-3/4" SEE EXT. ELEV. FOR STYLE 1-3/8" PANELED - MIRRORED - TEMPERED GLASS - SEE EXT. ELEV. FOR STYLE (NO GLAZING) 1-3/8" PANELED 1-3/4" SEE EXT. ELEV, FOR STYLE 1-3/4" SEE EXT. ELEV. FOR STYLE (NO GLAZING) 1-3/8" PANELED - 20 MIN. RATED - GYP. BD. CASED OPENING M 0 SEE EXTERIOR ELEVATIONS FOR ----------- DOOR DESIGN ----� NOTE: 1-5/8" #711 CASEMENT THROUGHOUT INTERIOR SG p JP = I 6 Z h W �C%l M r11_ ct% L0 v. O W w o LL -t h Z ¢ Z 0 '. c Z a CL W U Z UJ 0 W LLJ ILL UJ UJ W 0. cc �.... CV 00 Z Q 0 Q 0 i' 0 J '� CCZ0 Z 0 < :) < w a cy) W DRAWN: DAVID CHECKED:DAVID DATE: 07- 07�03 SCALE: ON PLAN SHEET 07 ST-4 OF 13 F SE GENE L NOTES - 1. THE GENERAL CONTRACTOR AND EACH SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS BEFORE STAR-TING WORK. THE ENGINEER ' SHALL BE NOTIFIED OF ANY DISCREPANCY. 2. DIMENSIONING SHALL TAKE PRECEDENCE OVER SCALES SHOWN ON DRAWINGS. TYPICAL DETAILS AND GENERAL NOTES ARE MINIMUM REQUIREMENTS TO BE USED WHEN CONDITIONS ARE NOT SHOWN OTHERWISE. 3. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. WHERE NO DETAILS ARE SHOWN CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ON PROJECT. 4. ALL WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE 1997 EDITION OF THE UNIFORM BUILDING CODE, AND ANY OTHER REGULATING AGENCIES WHICH HAVE AUTHORITY OVER ANY PORTION OF THE WORK, INCLUDING THE STATE OF CALIFORNIA DIVISION OF INDUSTRIAL SAFETY, AND THOSE CODES AND STANDARDS LISTED IN THESE IN THESE NOTES AND SPECIFICATIONS. 5-. APPROVAL BY THE INSPECTOR DOES NOT MEAN APPROVAL OR ALLOWABLE FAILURE TO COMPLY WITH THE PLANS AND SPECIFICATIONS. ANY DESIGN WHICH WHICH FAILS TO BE CLEAR OR IS AMBIGUOUS MUST BE REFERRED TO THE DESIGNER OR ENGINEER FOR INTERPRETATION OR CLARIFICATION. 6. VIBRATION EFFECTS OF MECHANICAL EQUIPMENT HAVE NOT BEEN CONSIDERED BY ABSTRACTS CONSULTING GROUP (ACG). 7. THE DESIGN ADEQUACY AND SAFETY OF ERECTION BRACING, SHORING, TEMPORARY SUPPORTS, ETC. IS SOLE RESPONSIBILITY OF THE CONTRACTOR, AND HAS NOT BEEN CONSIDERED BY ACG. THE CONTRACTOR IS RESPONSIBLE FOR THE THE CONTRACTOR IS RESPONSIBLE FOR THE STABILITY OF THE STRUCTURE PRIOR TO THE APPLICATION OF ALL SHEAR WALLS, ROOF AND FLOOR DIAPHRAGMS. AND FINISH MATERIALS. HE SHALL PROVIDE THE NECESSARY BRACING TO PROVIDE STABILITY PRIOR TO THE APPLICATION OF THE AFOREMENTIONED MATERIALS. , OBSERVATION VISITS TO THE SITE BY ACG SHALL NOT INCLUDE INSPECTION'"' OF THE ABOVE ITEMS. 8. THE CONTRACTOR SHALL INVESTIGATE SITE DURING CLEARING AND EARTHWORK OPERATIONS FOR FILLED EXCAVATIONS OR BURIED STRUCTURES SUCH AS CESSPOOLS., FOUNDATIONS, ETC. IF ANY SUCH STRUCTURES ARE FOUND. ACG SHALL BE NOTIFIED IMMEDIATELY. 9. CONSTRUCTIONS MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMED FLOORS OR ROOF. LOAD SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT. PROVIDE ADEQUATE SHORING AND/OR BRACING WHERE STRUCTURE HAS NOT ATTAINED DESIGN STRENGTH. 10. CONSTRUCTIONS DOCUMENTS IDENTIFIED AS "BID SET" ON ANY OR ALL SHEETS MAY BE SUBJECT TO REVIEW. THIS REVIEW MAY RESULT IN CHANGES WHICH MAY BE MADE TO THE PLANS PRIOR TO THE ISSUANCE OF THE FINAL CONSTRUCTION SET WHICH WILL CONTAIN NO "BID SET" DESIGNATIONS. CONSTRUCTION DOCUMENTS IDENTIFIED AS " BID SET" ARE NOT CONTRUED AS BEING THE COMPLETED OR FINAL DRAWINGS AND THEY SHOULD NOT IN ANY WAY BE USED AS SUCH. 11. ALL GUARD RAILS AND HAND RAILS SHALL BE DESIGNED TO WITHSTAND A LATERAL LOAD OF 20 POUNDS PER LINEAL FOOT APPLIED HORIZONTALLY AT RIGHT ANGLES TO TOP RAIL. (50 PLF FOR COMMERCIAL) 12. THESE ARE INTENDED SOLELY FOR THE USE OF THE OWNER FOR CONSTRUCTION AND ARE EXPRESSLY NOT INTENDED FOR USE IN MARKETING. EXTERIOR ELEVATIONS AND OTHER DETAILS ON THESE PLANS ARE ONLY A REPRESENTATION AND MAY VARY SIGNIFICANTLY FROM THE ACTUAL CONSTRUCTION. 13. SLAB ON GRADE REQUIREMENTS TO BE PER THE SOIL ENGINEERS RECOMMENDATIONS SOLELY. THE SLAB ON GRADE IS A NON-STRUCTURAL ITEM AND THEREFORE HAS NOT BEEN BY THE STRUCTURAL DESIGN ENGINEER. REINFORCING STEEL 1. ALL REINFORCING STEEL SHALL BE ASTM A-615-40 FOR #4 BARS AND SMALLER. ALL REINFORCING STEEL SHALL BE ASTM A-615-60 FOR #5 BARS AND LARGER. WELDED WIRE FABRIC TO BE ASTM A-185, LAP 1-1/2 SPACES, 9" MIN, FOR STRUCTURAL SLABS ALL REINFORCING STEEL #5 AND LARGER TO ASTM .A-615-60. 2. ALL BARS SHALL DEFORMED AS PER ASTM A-305. 3. ALL BARS SHALL BE CLEAN OF LOOSE FLAKY RUST, GREASE OR OTHER MATERIALS LIKELY TO IMPAIR BOND. 4. ALL BENDS SHALL BE MADE COLD. 5. SPLICING OF BARS SHALL HAVE LAPPING OF 30 DIA. OR 2'-0"' MIN. IN ALL CONTINUOS REINFORCEMENT OF FOOTINGS AND CONCRETE WALLS, EXCEPT AS NOTED Q.N.PLANS. 6. ALL 'REINFORCING BARS SHALL BE ACCURATELY AND SECURELY PLACED 'BEFORE POURING CONCRETE. 7. CONCRETE PROTECTION FOR REINFORCEMENT SHALL BE AT LEAST EQUAL TO THE DIAMETER OF THE BARS. COVER SHALL BE AS -FOLLOWS: A. POURED AGAINST EARTH 3 B. POURED AGAINST FORM BELOW GRADE 2 #6 LARGER 2 #5 LARGER 1 1/2 C. FORMED SLABS 1 -D. SLABS -ON -GRADE (FROM TOP OF SLAB) 1 E. COLUMNS AND BEAMS TO 'MAIN BARS 2 F. WALLS - EXPOSED TO WEATHER 2� NOT EXPOSED TO WEATHER* #11 AND SMALLER I #11 AND #la 1 1/2 CONCRETE 1. ALL CONCRETE S)HALL CONFORM TO THE LATEST EDITION OF THE UNIFORM BUILDING CODE. 2. CONCRETE $HAU"- BE DESIGNED AND TESTED AS OUTLINED IN SPECS. 3. ALL CEMENT SHALL CONFORM TO NSTM C-150. 4. FINE AND COURSE AGGREGATE SHALL CONFORM TO ASTM C-33 FOR STANDARD WEIGHT CONCRETE AND ASTM C-330 FOR LIGHT WEIGHT CONCRETE. 5. ALL AGGREGATE SHALL BE COMPARABLE TO "SAN GABRIEL VALLEY" AGGREGATE. THE SHRINKAGE SHALL BE AS PER ASTM C-157 WITH THE AVERAGE DRYING SHRINKAGE AT 28-DAYS NOT. EXCEEDING 0.04%. 6. DRYPACK SHALL BE COMPOSED OF ONE PART PORTLAND CEMENT TO NOT MORE THAN THREE PARTS SAND. 7. ANCHOR BOLTS, HOLDOWN BOLTS, DOWELS, INSERTS, ETC. SHALL SECUREU,( TIED IN PLACE PRIOR TO POURING CONCRETE. 8. CONCRETE SHALL BE CURED BY KEEPING CONTINUOUSLY WET FOR 10 DAYS OR BY' AN APPROVED CURING COMPOUND. 9. ALL STRUCTURAL CONCRETE F'c = 2,6-00 PSI ALL SLAB-ON-C-IRADE F'c = 2,500 PSI ALL CONTINUOS FOOTINGS AND PADS F'c = 2t600 PSI 10. ALL CONCRETE WITH F'c GREATER THAN 2500 PSI SHALL HAVE SPECIAL INSPECTION PER SECTION 1702 OF THE UNIFORM BUILDING CODE UNLESS NOTED OTHERWISE. LUMBER/CARPENTRY 1. ALL STRUCTURAL LUMBER SHALL BE GRADED IN ACCORDANCE WITH THE STANDARD GRADING RULES NO.16 FOR WEST COAST LUMBER AND UBC STANDARD NO. 23-1. 2. ALL WOOD BEARING ON CONCRETE OR MASONRY SHALL BE PRESSURE TREATED DOUGLAS FIR OR REDWOOD. 3. HOLES FOR BOLTS SHALL BE BORED WITH A BIT 1/32" TO 1/16 LARGER THAN THE NOMINAL BOLT DIAMETER. 4. ALL BOLTS SHALL RE -TIGHTEN PRIOR TO APPLICATION OF PLYWOOD,, PLASTER, ETC. 5. STRUCTURAL MEMBERS SHALL NOT BE CUT FOR PIPES, ETC. UNLESS SPECIFICALLY NOTED OR DETAILED. 6. 2X SOLID BLOCKING SHALL BE PLACED BETWEEN JOISTS OR RAFTERS AT ALL SUPPORTS, EXCEPT WHEN LEDGERED. 7. CROSS -BRIDGING SHALL BE PROVIDED AT 8'-0' O.C. MAX. FOR ALL FLOOR JOISTS OVER 10" DEPTH. USE SOLID BLOCKING OR AN APPROVED TYPE METAL BRIDGING. 8. ALL STRUCTURAL PLYWOOD SHALL BE STRUCTURAL It OR C-D GRADE WITH 'EXTERIOR GLUE' UNLESS NOTED OTHERWISE AND CONFORM TO PS-1-83. EACH SHEET SHALL BE IDENTIFIED STAMP D.F.P.A. OR A.P.A. 9. ALL BOLTS BEARING ON WOOD SHALL HAVE STANDARD CUT WASHERS UNDER -HEADAND NUT UNLESS NOTED OTHERWISE. 10. ALL METAL ANCHORS, FASTENERS AND CONNECTORS ETC. SHALL BE FROM, SIMPSON STRONG --TIE (TM). SUBSTITUTIONS MUST BE PRE -APPROVED IN WRITING BY ACG. 11. ALL STRUCTURAL LUMBER SHALL BE DOUGLAS FIR -LARCH, 19% MAX. MOISTURE CONTENT, OF THE FOLLOWING GRADES UNLESS NOTED OTHERWISE. 2X4 STUDS (UP TO 10') "STUD GRADE" OR BETTER 2X4 STUDS (OVER 10') "CONSTRUCTION GRADE" 2X PLATES "STANDARD GRADE" OR 13ETTER 2X STUDS NO.2 2X JOIST NO.2 BEAM AND STRINGERS_ 4X10 AND SMALLER NO.2 4X12 AND LARGER NO. 1 6X AND 8X NO.1 POST AND TIMBERS NO. I ROOF PLANKING AND DECKING..COMM.DEX BOARD SHTG. AND STRIPPING.. SUITABLE FOR INTENDED USE. 2001 C.BC STRESS VALUE FOR DOUGLAS FIR --LARCH SiNGLE/REPETITIVE 2X4 #2 Fb = 1 ,425/1780 PSI Fv = 95 E = 1. ' 6 X 10`0`6 2X6 #2 Fb: = 1,235/1,540 PSI Fv = 95 E 1.6 X 10 '6 2X8 #2 Fb. = 1, 140/1,425 PSI Fv = 95 E ~= 1-.6 X 10"6 2X1.0 #2 Fb. = I o045/1,305 PSI Fv = 95 E = 1.6 X 10'6 2X 12 #2 Fb = 950/1,185 PSI Fv = 95 E 1.6 X 10'6 6 4X4 #2 Fb: = 1,425 PSI Fv = 95 E = 1.6 X 10* 4X6 #2 Fb = 1 ,235 PSI Fv = 95 E = ,1.6 X 10'6 4,X.8 #2 Fb, = 1,140 PSI Fv = 95 E = 1'.6 X 10'6 4XI-0 #2 Fb = 1,045 PSI Fv = 95 E = 1.6 X 1 O'.6 12. ALL NAILING TO BE PER TABLE NUMBER 23-1-0 OF THE LATEST UNIFORM -BUILDING CODE, UNLESS NOTED OTHERWISE. 13. PLYWOOD FLOOR AND ROOF SHEATHING SHALL BE LAID CONTINUOUS OVER TWO OR MORE SPANS WITH FACE GRAIN PERPENDICULAR TO SUPPORTS (UNLESS SHOWN OTHERWISE)., STAGGER ALL -PLYWOOD PANELS A MINIMUM OF 41%_om. 14. WHENEVER LATERAL BRACING OF WEB MEMBER IN TRUSSES IS REQUIRED, THE LATERAL BRACE MUST END ON AN EXTERIOR BEARING WALL. 15. FRAMING CONTRACTOR SHALL PROVIDE BACKING AS REQUIRED FOR ALL LIGHT FIXTURES, CABINETS, WARDROBES, TOWEL BARS, AND HANDRAILS AS REQUIRED AND REQUESTED BY GENERAL CONTRACTOR. 16. EXTERIOR WOOD POSTS AND COLUMNS SUPPORTED BY A CONCRETE SLAB SHALL BE INSTALLED A MINIMUM OF 6" ABOVE EXPOSED EARTH AND AT LEAST 1" ABOVE THE SLAB ON METAL POST BASES. (EXCEPTION POSTS OR COLUMNS OF APPROVED WOOD AND NATURAL RESISTANCE TO DECAY OR TREATED WOOD). POST OR COLUMN RESTING ON CONCRETE PIERS SURROUNDED BY EXISTING GRADE SHALL BE A MINIMUM OF 8" ABOVE ADJACENT GRADE PER UB.C. SECT. 2317-5. ALL ISOLATED INTERIOR AND EXTERIOR WOOD POSTS ATTACHED DIRECTLY TO CONCRETE SHALL BE SECURED WITH SIMPSON `PB' OR EQUIVALENT. 17. PROVIDE 2X4 FLAT HEADERS AT ALL INTERIOR NON -BEARING OPENINGS UP TO 36" IN WIDTH AND 4X4 HEADERS FOR OPENINGS 31 TO 51 IN W(TDTH. 18. PROVIDE A MINIMUM 1/2" CLEARANCE (VOID SPACE) FROM THE TOP OF ALL INTERIOR NON BEARING PARTITIONS TO ROOF AND CEILING FRAME ABOVE. 19. ALL EXTERIOR WALL ADJACENT TO VAULTED CEILINGS SHALL BE BALLOON FRAMED WITH CONTINUOUS STUDS TO BOTTOM CHORD OF TRUSS OR RAFTER. 20. WHEN PLYWOOD SIDING IS USED AS AN EXTERIOR OR INTERIOR WALL COVERING, PROVIDE SOLID BLOCKING AT ANY HORIZONTAL JOINTS, BETWEEN SOLE PLATE AND ANY TOP PLATE.7" BAR METAL SHALL BE USED AT EXTERIOR HORIZONTAL JOINTS. 21. INSTALL FIREBLOCKS TO CUT OFF ALL HORIZONTAL, AND VERTICAL DRAFT OPENINGS BETWEEN TWO STORIES AND ROOF ATTIC SPACES. FIREBLOCKS `SHALL BE OF 2" NOMINAL THICKNESS. LOCATION OR FIREBLOCKS SHALL INCLUDE: A. STUD WALLS AT FURRED SOFFITS, CEILING AND FLOOR LEVELS. B. AROUND TOP, BOTTOM, SIDES AND ENDS OF SLIDING POCKETS DOORS C. BETWEEN STAIR STRINGERS AT TOP AND BOTTOM OF RUN AND BETWEEN STUDS IN A WALL PARALLEL AND ADJOINING RUN OF STAIRS. 22. ALL ROUGH OR RESAWN BEAMS ARE TO BE FREE OF GRADING STAMP LABELS AND FREE OF HEART CENTER. 23. ALL HANGING JOISTS SHALL BE HUNG WITH SIMPSON "WS" HANGERS U.N.O. AND SIPMSON'"ITT" FOR TJI's U.N.O. 24. ALL BEARING WALLS ON A WOOD FLOOR ARE TO BE SUPPORTED WITH DOUBLE JOISTS OR SOLID BLOCKING UNLESS NOTED OTHERWISE. 25. ALL BEAMS TO BE SUPPORTED WITH FULL BEARING, U.N.O. 26. ROOF SHEATHING IS TO CONTINUE UNDER CALIFORNIA FRAMING. TYP. 27. APPLY SHEAR WALL PLYWOOD PRIOR TO ALL BOX -CUTS, FUR -CUTS, SOFFITS OR ANY OTHER FRAMING THAT MAY INTERRUPT CONTINUITY OF THE PLYWOOD. 28. PROVIDE FURRING AS NEEDED TO ALIGN NON -SHEAR WALLS WITH SHEAR WALLS. 29. PROVIDE 4X OR DOUBLE 2X MEMBERS UNDER SOLE PLATE NAILING AT 2' O.C. 30. DOUBLE TOP PLATES W/ MIN 48' LAP SPLICES TO BE PROVIDED W/ MIN (8d) 16d's PER TOP SPLICE. 31. TOP PLATES BREAKS ARE SHALL OCCUR OVER A STUD OR POST. 32. SOLID BLOCKING BETWEEN PERPENDICULAR JOIST AT BEARING AND AT SHEAR WALLS. 33. ALL EXPOSED BEAMS AND HEAVY TIMBER RECOMMENDED TO BE FREE OF HEART CENTER. 34. ALL ISOLATED POSTS AND BEAMS TO HAVE SIMPSON PB'S AND/OR BC'S MINIMUM, UNLESS NOTED OTHERWISE. 35. ALL SIMPSON HD,PA, AND CB HOLDOWNS TO BE FASTENED TO 4X4 POST MIN, U.N.O. 36. ALL EXTERIOR WALLS ARE TO BE SECURED WITH 1/2" DIA. X 10" ANCHOR BOLTS AT 72" O.C., U.N.O.(WS 1270 RAMSET/REDHEAD MAYBE USED IN LIEU OF ANCHOR BOLTS). 37. ALL INTERIOR WALLS TO BE SECURED WITH SHOT PINS PER MANUFACTURER'S RECOMMENDATION. U.N.O. CALCULATIONS GOVERN IN ALL CASES RECOMMEND RAMSET/REDHEAD. 1516D AT 24" O.C. PER ICBO REPORT NO. 1147. 38. ALL CONVENTIONAL FRAME PORTIONS OF STRUCTURE ARE TO BE CONSTRUCTED PER SECTION 2326 OF THE UNIFORM BUILDING CODE, U.N.O. 39. ALL SHOP DRAWINGS ARE TO BE REVIEWED BY THE CONTRACTOR AND THE ENGINEER PRIOR TO SUBMITTAL FOR ENGINEER REVIEW. 40. TRUSS MANUFACTURER TO PROVIDE CALCULATIONS, SHOP- DRAWINGS, DETAILS-, TRUSS HANGERS, BRIDGING AND ERECTION BRACING. 41. PROVIDE DOUBLE 2X SOLE PLATE WITH SOLE PLATE NAILING AS SPECIFIED ON THE PLANS AT BOTH PLATES WHERE 1 1/2 LIGHT WEIGHT CONCRETE IS USED AT THE FLOOR. 1 42. WHERE BOTH TOP PLATE ARE BROKEN, STRAP WITH ST6224 MIN. U.N.O. 43. COMMON NAILS SHALL BE USED FOR ALL PLY SHEATING TOP PLATE SPLICES & SOLE PLATE NAILING. ALL HARDWARE SHALL BE INSTALLED WITH NAILS PER MANUFACTURERS SPECIFICATIONS AND RECOMMENDATIONS. MFR. WD. PROD. 1. PARALLAM PSL 2.0E BY TRUSS JOIST MACMILLAN PER NER 292 Fb = 2900 PSI Fv = 290 PSI: E= 2.0 2. PROVIDE MULTIPLE 2X4 SQUASH BLOCK 'UNDER BEARING POINT 'LOAD FROM ABOVE TO TOR PLATES .BELOW AT FLOOR LEVEL. 3. TRUSS JOIST MACMILLAN -PRODUCTS PER NER 119, NER 126, NER 292 AND NER 481. 4. PROVIDE DOUBLE TJI's OR DOUBLE TJI BLOCKS WHEN 16d SOLE PLATE NAILING IS 'LESS THAN 4" O.C. AT SHEAR 'WALL ABOVE. 5. REFER TO TRUSS JOIST MACMILLAN SPECIFICATIONS FOR DRILLING OF HOLES THRU TJI WEB. WOOD TRUSSES 1. MANUFACTURER SHALL SUPPLY TO THE ENGINEER AND BUILDING DEPARTMENT, CALCULATIONS AND SHOP DRAWINGS FOR APPROVAL PRIOR TO FABRICATION. ALL CALCULATIONS AND SHOP DRAWINGS SHALL BE SIGNED BY A CALIFORNIA REGISTERED PROFESSIONAL ENGINEER. IT SHALL BE THE RESPONSIBILITY OF THE MANUFACTURER TO OBTAIN, BUILDING DEPARTMENT APPROVAL FOR CALCULATIONS AND SHOP DRAWINGS PRIOR TO FABRICATION. 2. TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST LOCAL BUILDING CODE FOR ALL LOADS IMPOSED, INCLUDING LATERAL LOADS AND MECHANICAL' LOADS. 3. ALL CONNECTORS SHALL BE ICBO APPROVED AND OF ADEQUATE STRENGTH TO RESIST STRESSES DUE TO THE LOADING INVOLVED. 4. TOTAL LOAD DEFLECTIONS SHALL BE LIMITED TO L/240. 5. CROSS BRIDGING AND/OR BRACING SHALL BE PROVIDED AND DETAILED AS REQUIRED TO ADEQUATELY BRACE TRUSSES. 6. PER UBC SECTION 2321.4 "EACH TRUSS SHALL BE LEGIBLY BRANDED, MARKED OR OTHERWISE HAVE PERMANENTLY AFFIXED THERETO THE FOLLOWING INFORMATION LOCATED WITHIN 2 FEET OF THE CENTER OF THE SPAN ON THE. FACE OF THE BOTTOM CHORD. A. IDENTITY OF THE COMPANY MANUFACTURING THE TRUSS. B. THE DESIGN LOAD C. THE SPACING OF THE TRUSS FCCU N DATI ON/S ITEWORK 1. THE ALLOWABLE SOIL BEARING VALUE IS 1000 PSF FOR CONTINUOUS FOOTING PER SOILS REPORT. 2. ALL SITE PREPARATION, EXCAVATION AND COMPACTION SHALL BE DONE U14DER THE SUPERVISION OF THE SOIL ENGINEER. 3. PROVIDE NON -EXPANSIVE FILL AS REQUIRED TO LEVEL PAD. 4. ALL HOLDOWN ANCHORS, POST BASES AND HOLDOWN BOLTS SHALL BE TIED INTO PLACE PRIOR TO FOUNDATION INSPECTION. 5. PLACE 20'-0" REBAR IN FOUNDATION AT SERVICE LOCATIONS. STUB UP REBAR ABOVE THE FLOOR BY ELECTRIC SERVICE METERS. 6. DRIVEWAY PAVING SHALL BE 4" PORTLAND CEMENT CONCRETE. 7. MINIMUM SLAB REINFORCEMENT AND PAD ' REQUIREMENT SHALL CONFORM TO THE SOILS ENGINEER'S RECOMMEDATIONS., U.N.O. MASONRY 1. ALL MASONRY WORK SHALL CONFORM TO THE LATEST EDITION OF THE UNIFORM BUILDING CODE. 2. CONCRETE BLOCK SHALL BE OF SIZES SHOWN ON ARCHITECTURAL DRAWINGS AND/OR CAL -LED FOR IN. SPECS. AND CONFORM TO ASTM C90-86, GRADE "N-1" NORMAL WEIGHT UNITS WITH MAXIMUM LINEAR SHRINKAGE OF 0.06 % f"m = 1500 PSI GROUTED REINFORCING CELLS. 3. MORTAR MIX SHALL BE COMPOSED OF ONE PART PORTLAND CEMENT AND THREE PARTS SAND AND NOT LESS THAN 1/4 PART NOR MORE THAN 1/2 PART LIME PUTTY FOR TYPE 'S' MORTAR. MINIMUM COMPRESSION STRENGTH TO BE F'c = 2500 PSI. 4. GROUT MIX SHALL BE COMPOSED OF ONE PART PORTLAND CEMENT TO 2.1 TO 3.0 MAX PARTS SAND AND NOT LESS THAN TWO PARTS PEA GRAVEL, MAX. GROUT LIFT = 4'-0". SPECIAL INSPECTIONS SHALL BE REQUESTED FOR HIGH LIFT GROUTING. MINIMUM COMPRESSION STRENGTH TO F'c = 21-500 PSI. 5. PROVIDE CLEANOUT OPENINGS AT BOTTOM OF ALL VERTICALLY GROUTED CELLS IF GROUT LIFT EXCEEDS 4 0 . 6. ALL REINFORCING SHALL HAVE A MINIMUM COVERAGE OF 1/2" GROUT. 7. BOLTS SHALL BE GROUTED WITH 1" OF GROUT BETWEEN BOLT AND MASONRY. 8. NO PIPES OR DUCTS SHALL BE PLACED IN MASONRY WALLS UNLESS SPECIFICALLY NOTED OR DETAILED. 9. DOWELS IN CONCRETE FOR -MASONRY WALLS SHALL BE THE SAME SIZE AND SPACING AS MASONRY WALL REINFORCING. 10. ALL MASONRY, EXCEPT VENEER, SHALL BE REINFORCED GROUTED MASONRY, GROUT CELLS CONTAINING REINFORCING UNLESS NOTED OTHERWISE. GROUT SOLID ALL MASONRY' RETAINING EARTH UP' TO 6 ABOVE RETAINING WALL. 10G tj 11. ALL VERTICAL REINFORCING IN MASONRY WALLS NOT RETAINING EARTH SHALL BE LOCATED IN THE CENTER OF THE WALL, U.N.O. UT c. p. 0 '13 /04 m Lu cc NO36951 12. REINFORCING SHALL BE SECURELY HELD AND BRACED IN PLACE TO PREVENT MOVEMENT WHI'LE PLACING MASONRY. 13. MASONRY TO HAVE SPECIAL INSPECTION PER SECTION 1702 OF THE oj= c N UNIFORM BUILDING CODE WHEN SPECIFIED. 1997 UBC SEISMIC FACTORS PER SOILS ENGINEER FIGURE 16-2 ZONE 4 TABLE 16-1 0.40 TABLE 16-Q 0.4ONG TABLE 16-U B TABLE 16-S 1.0 WIND DESIGN CRITERIA WIND SPEED EXPOSURE 70 MPH C I REVISIONS I BY 0 W00) CL co I*"- U-) o w > w o F_ OC U- 3: (.0 v Z Q < z 0 '' Z 0 CL uj z Lij 0 ui .j F- uj UJ j UJ 0 is cm or) Z < W 0 Cc z 0 Z. 0 m Lij 00-- Z 3:-rN < F- F- C'e) DRAWN: DAVID CHECKED:DAVID DATE: 07.07-,03 SCALE: ON PLAN SHEET 08 ST"'5 OF 13. FOUNDATION NOTES GENERAL. IN ADDITION TO THE INSPECTIONS REQUIRED BY SECTION 108, THE OWNER. OR THE ENGINEER OR ARCHITECT OF RECORD ACTING AS THE OWNER'S AGENT SHALL EMPLOY ONE OR MORE SPECIAL INSPECTORS WHO SHALL PROVIDE INSPECTION. DURING CONSTRUCTION ON THE TYPES OF WORK LISTED UNDER SECTION 1701.5. UBC 1997 ALL DIMENSIONS SHALL BE VERIFIED WITH THE ENGINEERS DRAWINGS. ANY DISCREPANCIES SHALL BE RESOLVED PRIOR TO COMMENCING OF WORK. 1. ALL EXTERIOR WALLS ARE TO BE SECURED WITH 5/8 W DIAMETER BY 1.0' " LONG ANCHOR BOLTS EMBEDDED AT LEAST 7" INTO CONCRETE WITH A MAXIMUM, SPACING OF 72" O.C' THERE SHALL BE A MINIMUM OF TWO BOLTS PER PIECE OF FOUNDATION PLATE WITH ONE BOLT LOCATED WITHIN 12" MAX. & 4-1/2 MIN. OF EA. END OF EA. PIECE. A PROPERLY SIZED NUT AND 2" X 2 X 3/16" THICK WASHER SHALL BE TIGHTENED ON EA. BOLT TO. PLATE. 2. ALL INTERIOR NON —SHEAR WALLS ARE TO BE SECURED WITH SHOT PINS INSTALLED PER MANIFACTURERS RECOMMENDATIONS., U,N,Q, STRUCTURAL ENGINEERS CALCULATIONS GOVERN IN ALL CASES. 3. INSTALL ALL SIMPSON (OR APPROVED EQUAL) FOUNDATION HARDWARE PER MANUFACTURERS RECOMMENDATIONS. DEEPEN FOOTING WHERE NECESSARY TO PROVIDE ANCHOR EMBEDMENT AT HOLDOWN LOCATONS. SIMPSON HTT2 ICBO NO. 5313 AND ISO 9001 REGISTERED. 4. PROVIDE SURVEY STAKES PRIOR TO FOUNDATION INSPECTION TO VERIFY LOT LINES. 5., ALL ISOLATED POST AND 'BEADS TO HAVE SIMPSON'S PBS AND PCS MIN. UNLESS OTHERWISE NOTED. 6. ALL SIMPSON HD, PA AND CB HOLDOWN TO BE'FASTENED TO 40 OR (2) 2x4 FRAMING MEMBERS MINIMUM. 7, ALL HARDWARE TO BE " SIMPSON STRONG —TIE" OR APPROVED EQUIVALENT. 8*" TIE ALL ANCHOR BOLTS HOLDOWN BOLTS AND POST BASE BOLTS IN PLACE PRIOR TO FOUNDATION INSPECTION. 9. HOLDOWN DIMENSIONS (SHOWN WHEN REQUIRED BY JURISDICTION) ARE GUIDELINES ONLY. ACTUAL LOCATIONS MAY VARY BY FRAMING METHOD USED CONCRETE SUBCONTRACTOR IS RESPONSIBLE FOR FINAL LOCATIONS, AND SHALL THUS CONSULT WITH THE FRAMING CONTRACTOR PRIOR TO POURING. 10. SECURE ALL NON —BEARING INTERIOR -WALLS WITH SHOT PINS PER MANUFACTURER'S RECOMMENDATIONS UNLESS NOTED OTHERWISE. STRUCTURAL ENGINEER'S CALCULATIONS GOVERN IN ALL CASES," RECOMMEND RAMSET/ REDHEAD 1516SD AT 24 ti O/C. UNLESS NOTED OTHERWISE. 11. ALL EXTERIOR WALLS ARE TO BE SECURED WITH 5/8" DIAMETER X 10 ANCHOR BOLTS AT MIN. 72" O.C., UNLESS NOTED OTHERWISE. (RAMSET/ RAMHEAD -1516SD AT 24" O/C. MAY BE USED IN LIEU OF ANCHOR BOLTS). 12. PAD CERTIFICATIONS ARE REQUIRED PRIOR TO FOOTING INSPECTIONS. FOUNDATION LEGEND: ................ ................. ....... I ......... INDICATES AREA OF CONCRETE SLAB -1 INDICATES LOCATION OF FOOTING L _J NON SHADED FTG. INDICATES 20" WIDE x 18." DEEP 18" WIDE x 16" DEEP ANCHOR BOLT LEGEND, [AB241 e 5/8" DIA. X 12$# ANCHOR BOLTS AT 24" O.C. HOLDOWN LEGEND: HTT2 1 SIMPSON HTT2 PER POST. CBQ44 1 SIMPSON CB044 PER POST. CB046 r (1) SIMPSON CBQ46 PER POST. SECTION B - B SCALE: 1/4"= T-0" HORIZONTAL ROOF SHEATHING FLAIR SHEATHING- 15/32" C-D/C-C EXP`-1 15/32" C-D/C-C WITH WITH 8d COMMON NAILS 8d COMMON NAILS 4" O.C. BOUNDARY 4" O.,C. BOUNDARY 6" . O.C. ALL OTHER PANEL EDGES 6".O.C. ALL OTHER PANEL EDGES 12" O.C. FIELD 127 O.C. FIELD SPAN RATING 32/16. SPAN RATING 40/20 HEADERS: Hl USE 46 DOU-0LAS ' FIR LARCH H2 USE 46 OR 4x4 DOUGLAS FIR LARCH H3 USE 4x8 DOUCi;LAS FIR LARCH H4 USE 46 DOUGLAS FIR LARCH H5 USE 46 DOUG LAS FIR LARCH H6 USE 46 DOUGLAS FIR LARCH H7 - USE 44 DOUGLAS FIR, LARCH H7a USE 44 DOUGLAS FIR LARCH H8 USE 44 DOUtilAS FIR LARCH H9 USE 44 DOU01AS FIR LARCH H10 USE 46 DOU0 "LAS FIR LARCH Hll USE 44 DOUGLAS FIR LARCH BEAMS: Bl USE 4x6 DOUGLAS FIR LARCH OR 1-3/4 is x 9-1/4" MICROLAM B2 USE 4x8 DOUGLAS FIR LARCH OR 1 —3/40 x 7-1/4" MICROLAM 133 USE 602 DOUGLAS FIR LARCH OR 2-11/16)s x .11-7/8" PARALLAM 133o USE 2x16 DOUGLAS FIR LARCH OR 2 11/16 x 11 7/8 2.OE PARALLAM B4 USE 6x 12 DOUGLAS FIR LARCH OR 2-11/16" x 11 — 7/8" PARALLAM 85 USE 6x12 DOUGLAS FIR LARCH OR 2-11/16 is x 11 —7/8 " PARALLAM SECTION A - A SCALE: 1/4"= V-0" SECTION NOTES 01 7/8" STUCCO 0/ EXPANDED WIRE LATH 0/ BLDG. PAPER - 2x6 BALLOON FRAME Q2 ADJACENT FINISH GRADE (MIN. 1' BELOW FINISH FLOOR LINE) 2N0 FLR. CEILING LINE / TOP OF PLATE 04 GROUND FLOOR CEILING LINE 20 MIN. FIRE RATED DOOR 2ND FLOOR LINE 1 HOUR WALL RE/S 2x8 FASCIA OR BARGE BOARD TOP OF RIDGE 1 HOUR FLOOR / CEILING FINISH FLOOR LINE REVISIONS BY z WLo Ce) ;tea LLJ w c/) [7L 3: 0) 0 ^� z < z < C/) Z 0 CLvt z w Lu a� U. w W 0 cc cm 0) Z 0 rr 0 z 0 0<=) z w 00 < ,� = N z < F- F- Ce) 0 DRAWN: DAVID CHECKED:DAVID -DATE: 0147-03 SCALE: ON PLAN SHEET 09 ST-6 OF 1:3 Q 48 .91 .................... ...... 'BORED HOLES_..........._.._.._...._.----..._.._...._......�. _...... �.._ . . EXTERIOR FINISH Stud 2x3 NAILERS CONCRETE RIDGE TILE 2" x 4" Stud-2 1/8 in max. - - MANIF. SPECS. 1 LAYER 15# FELT S TILE Bared hoe 2" x 6" Stud-3 5l16 in max. CONTINUOUS _------_� _ UNDERLAYMENT 0/ " 2x3 NAILERS CEMENT GROUT TILE i 1. Simp.A35 * at 48O.0 ' . " 5/8 in max. BUILI--}LNG PAPER BRACE AT EA. Omit if Truss (To Be installed After PLYWOOD WALL PER is Adequate Loading Roof) 2X BLOCKING ROOF BOUNDARY - DETAIL A/S1-1 for Drag Farce 2. 16d Nails* G.I. FLASHING (26 GA. MIN.) SHEATHING ? ALTERNATE 3. Struct. Truss AND COUNTER FLASHING BARREL OR ' 4. Roof Shtg S TILE FRAMING MEMBERS 6 6 5, 2x Blk'g 1.4, CONTINOUS ° {SEE FRAMING PLAN) 60% Allowed any FIN. COLOR COAT 0/ POST SEE 4 6. E.N `40 2 x FILL IN nonbearing wall or each FIBERMESH" 0/ FOAM FRAMING PLAN HALF TILE TRUSS W/ 2"x4" bored stud doubled bored 1 1/2 TRIM 0/ AT 16" Q.C. FOR hole not permitted In more BROWN COAT PLYWOOD than two successive GYPSUM BOARD 6 6 See Spacing on NAILING PLYWOOD doubled studs SISAL KRAFT PAPER 3 Schedule. Below. SHEAR 1 3 WALL 40% allowed at any wall ! PANEL STUCCO FINISH 16d A35 ROOF DT R 2 •X SPACING 11" IAN. STUDS AT 16" O.C. BOUNDAR 1 6 _ t 10" 32" - NAILING METAL CORNER .2 8" 24" - 26 GA. G.I. PAN CUTTING & NOTCHING BEAD .3 4" t6" -- UNDERLAYMENT FLASHING 00 X.UM. WINDOW 5 4 2" (SEE GENERAL NOTES) Stu 8 FRAME STAGGERED 8 " 6 6 25% Allowed exterior 2x STUDS AT 16 O.C. Notch ---.,walls bearing partitions # As Per Plans TRUSSES OR RAFTERS SHEAR WALL C®NN. `- U.N.O. (SEE FRAMING PLAN) TO ROOF SHEATHING 40% allowed non" 1/2" PLYWOOD N.T.S. _ bearing partition wall INTERIOR F#N#SH SHEATING .. 2"x4" Stud-1 7/16 in max. 2"x6" Stud-1 3/8 in max. NTS 21 NTS 17 V'ERT"IC.AL�NiULL10N NTS 13 DRAG TRUSS SHEAR TRANSFER NTS 9 RAKE AT WALL FLASHING NTS . 5 RIDGE CAP oNTS 1 R.N. PLYWOOD SHEATING SNUBBED WOOD TRUSS ........:.._......._............................,....._..:............._........................... 1/2" PLYWOOD AT FIELD TO BLOCKING UNDERLAYMENT E GENERAL NOTE VENT CAP .-. ... STILE S NOTES )- 1" FLASHING _.." 1" SHIPLAP SHEATING �....._....._...:......- 1. Shear Wall Edge Nailing HAND FORM TO 2. Dbl.top Plates UNDERLAYMENT AT OVERHANG 1 j2p PLYWOOD AT NOTES)FIELD �._........_._.._ 1. MST14 a/Plywd Roof TILE SHAPE CRIMP 12" 24�� SEE GENERAL OVER ALUMBING VENT 3. Simpson CS16 { 2x6 FASCIA 2. 2X Plot Blocking 2 Min. Min. 4 ®Ea. Corner 1x WOOD STRIP (SEE ELEVATIONS) 3. Trusses per Plan TILE ROOFING 4. 2x Blocking t. t/3 OF JOIST DEPTH MAX. * U.N.O BARREL ORS TILE 1 nT do BORED HOLES To BE o GLAV: PLUMBERS ut 1 SPAN ONLY EDGE OF JOIST SEE ROOF PLAN • r r / 2. 2 CLEAR To � 26 GA. G.I. 12 _0" 12'-0" I 6 NG:sTYM. VENT # 1 ����ED t�� 3. JasT DEPTH FLASHING 10d at 3.5O.0 10d at 3.50.0 6 1 4. PIPE OR CONDUIT / . " " NDIT =� � BIRD STOP 5, 1/6 OF JOIST DEPTH MAX WHERE ' Wow. `- OCCURS . OPNG. , 3 RAFTER � f � ' See Framing # # Plan, Typ. 3 3 • , 2x BUILT-UP I 1 ` \ 2 5 ROOD SHEATING FASCIA (SEE STRUCT.) . 2X BLOCKING PROVIDE s. t !4 J01 'rN WITHIN VENTS AS REQ, PER LxA1oN sH . , , . # K , • STUCCO 0/ WIRE TRUSSES OR ROOF RAFTERS LOCAL CODE 1 MESH 0/ BLDG. PAPER (SEE FRAMING PLAN) . DOUBLE 2x TOP PLATE ?� 2x BLOCKING I i PLUMBING WATER LINE p - 2-LAYERS\_261 GA. GALV. MT . INTERIOR FINISH BORE HOLES FLOOR JO IS•� OR F.A.U: VENT SEE 15# FELT DOUBLE 2x TOP OF PLATE DRIP FLASHING EXTERIOR FINISH �.._.. _ . :DRAG CONNECTION :NTS. 22. ONNE C C N.T.S. ' .. - NTS 18 • ..•.. :.............................. _ ....................... PLUMBING FOR SIZE LEAD cOLLAR, SKIRT AND STEEL BOOT BY CONTRACTORS SEE PLUMBING SPECS. VENT THRU ROOF PLUMBING NTS 14 SPECIAL SHEAR AT WINDOW OPENING 10 INTERIOR FINISH TIGHT RAKE DETAIL NTS 6 4"x4" MTL. RAIN GUTTER WHERE 0 CURS SEE ROOF PLAN ..._ .._... FOR OVERHANG EAVE AT SNUBBED TRUSS 'NTS 2 S, .ROOF TILE PER 1- NOTCH IN PLATE MFR. SPECS. 1. Simp.ST 6236, UNO 2- 1 3 4" MA . ,jF BORED HOLE: EXCEED 1 3 4 Ili 2x4 TOP f 2 ' ; �� 28 GA. G.I. VALLEY FLASHING WITH UNDERLAYMENT Alt. MSTi 48 of Dbl. TJl PSL LVL / / PLATE OR 3 4 IN x6 TOP PLATE g� AP iS OF 3 COAT STUCCO 0/ CRIMPED EDGES {SEE GENERAL NOTES ) 2. See Plan for Brg. Condition. PLATE W IIEM #3 B OW 3" MAX 1. TYPICAL 2X STUDS AT 16" 0. EXPANDED WIRE MESH 0/ BUILDING PAPER Y G SUM BOARD 1. Truss w/ Roof E.N. -Blocking 3. Drop Beam, or DbI Jst. 4. Flush Beam, or Dbi Jst. �� 3- SIMPSON CS16xt4" LONG 1/2 DEP EA9HLPLA'IEP UTEW/t6}� C. U.N.O. W/ (2) 16d END NAILS OR (4} 8d TOE NAILS EACH PER MFR. SPECS, 2. Min. 3x 3. Truss Top Chord EQ. EQ. 5. Plywd• Shtg w/E.N 18d s � EACH SIDE. 4- PIPE WHERE OCCURS 1 ,.- _ END TO TOP & SILL PLATES. S Or Rafter (To Each Joist When Dbl F J / � l s- TOP PLATES/SILL PLATES 2 2. CORNER STUDS OR POST PER PLAN. 1 1/2 1` 6- ANCHOR BOLTS PER PLANS 5 4 3 4 7-M OCAJEM XCHA tA�o oM 3• PLYWOOD SHEAR PANEL PER HEADER 4 NOTCH OR END OF PLATE 5 _ LAN. FIN. COLOR COAT O/ y 4. POST AT END OF SHEAR PANEL PER PLAN. F#BERMESH 0/ FOAM 30 ,W g 0 +/- 1-� _-�- F`T"r-�- i `� pit ''' 7 3 5. NAIL CORNER & MULTI -STUDS TOGETHER W/ 16d'S 0 16d 1 1/2"x4" TRIM 0/ BROWN COAT � 8d @ Ea. 8d 0 Ea. 3rd Hole Hole Wb126 Over Roof Sheath'sng 1 r O.C. STAGGERED. BUILDING PAPER ;C Strop ® ON. TJI/ CVL PS,L NOTE: -IF NOTCH OR HOLE EXCEEDS USE SIMPSON S 24 WIDTH, 3 NOTE: NAILS SPACE AT 2" O.C. SHOULD SISAL KRAFT PAPER ST6236 MSTi60 4 XI BE STAGGERED MIN. 1/8". BIRD STOP + lt�N►• --- 6 STAGGERED • E�S 0 PLATES. 3 2 MST48 MSTi72 -USE SIMPSON NS AS NEEDED 3 MST60 - REVISIONS BY 0 z z W M r`' N 6) CC ' t- I r LJJ > Z „� •.. W ~ o j a dam° Q Z W Ll Ll C d p, c�/( -T. N XP 6/30/04 NpOy S6D i l�IIL. LLI z Uj ALL PLYWOOD EDGE NAILING METAL LONER SHOULD FALL ON 2X FRAMING � BEAD ..... MEMBERS. . FRAMING MEMBERS ALUM. WINDOW 2 (SEE FRAMING 'PLAN) . PLATE FRAMING � � PLAN VIEW FRAME . PIPING THRU 1 /2" PLYWOOD N.T.S. / 3 " ' SHEATHING . .... ^. NTS 23 :NTS- 19 SHEAR WALLIW LL INTERSET: NTS 15 HEAD/JAMB SIMILAR NTS 11 DRAG CONNECTION -- DRAG DETAIL m,NT,S 7 VALLEY FLASHING NTS 3 B.N. OF PLYWOOD SHEATING -- .�� . _._.. - BARREL OR S TILE EXTERIOR FINISH TO BLOCKING - PER M NUF. FELT . A 5 _........._ _.._.. 1 /2." PLYWOOD AT FIELD 1 LAYER 1 1" SHIPLAP SHEATING 1. PLYWOOD SHEATHING 2x BLOCKING d 1. NOTCH DEPTH ac BORED HOLD AT OVERHANG 20 LOOKOUTS FLAT FRAME 2x4 PLATE AND 2. TRUSS BY MANUFACTURER 2x ROOF RAFTERS SEE TABLE BELOW. AT 24" 0. C. 2 STUD ALUM. WINDOW CRIPPLE SRUDS 3. 8d COMMON NAILS AT 6" O.C.2x FASCIA W/ TRIM (ONE TRUSS SPACE OR t4 3 to s t 4 3 s 2 B.N. G.I. FAASHING (26 GA. MIN.) 3. SILL PLATE TWO RAFTER SPACES) 4. 2X FULL HEIGHT BEVELED AND COUNTER FLASHING OVER �, SEE ELEV.) BLKG. (IF BLKG. IS NOT BEVELED Q 3 1 8 1. SiMPSON CS16 W„„/8d SINKER i 4. HALE EDGE DISTANCE 5/8" METAL LONER , SEE DETAIL 13/SN2) IF BLKG. 0/ SEALANT NAILS @ 2 1 /16 O.C. CUT TO MIN. UNDERLAYMENT SEE BEAD , NOT TIGHT FIT, SEE ITEM #15. FIT OVERALL BAYS OF �/ 4 ( 1X& CONTINUOUS BLKG. WHERE APPLICABLE AN GENERAL NOTES) 5. DBL. TOP PLATE OR BEAM UNDERLAYMENT 6. SIMPSON A35 OR LS50, SEE (SEE GENERAL NOTES) CEMENT GROUT FILL I I 2. TYPICAL ROOF RAFTER OR 2 4 "- ° TABLE FOR SPACING. TOP CHORD OF TRUSS 3 MIN, FIN. COLOR COAT 0/ 11 2 12 15 7. SHEAR PANEL TYPE 12 TYPICAL MIN. 4" OVER TILE 3. 2X FLAT BLCK'G WITH EDGE 1 FIBERMESH O/ FOAM 12 (U.N.O. ON PLANS) BETWEEN NAILING SEE PLAN FOR NO. 1# 2"x4" TRIM O/ d, 8 g 5 TRUSSES. S OF BAYREQUIRED / BROWN COAT �� . „"`r„i 8. SEE PLAN FOR TYPE AND 1 2" PLYWOOD A35 OR LOCOF SHEAR PANEL ON 2X / COD 4. HIP BEAM OR TOP CHORD a H1 . OF Hilo TRUSS cs> LS50 STUDS AT 16" O.C. MAX. AT FIELD. . NOTE: BORED HOLES -NOT PERMITTED SISAL KRAFT PAPER 8 40 �� 9. ALT. LOG OF SHEAR PANEL 5. ROOF RAFTER OR JACK IN MORE THAN TWO CONSECUTIVE 32 24 3 1E3 13 10. 2X FULL HEIGHT BLOCKING. 2 4 5 6 TRUSS W/ E.N. DOUBLE STUDS 4 11 TYPiCA i / 6. 16d's AT 4" O.C. STAGG. 7. ADD 2X4X48 INCHES LONG MEMBER TO RECEIVE 2ND CS16 8. END LENGTH BORED HOLES MMOR SIZED G WED. 2x4 1 7 16" 2 Var 2x6 2 3 16" 3 5 16" 2-2x4 2 1/8* 2 1 8 Z-2x6 3 5 16" 3 5 6` �� yet•. L A N $OUNDARY NLIG E 16 I—,- 12. SIMPSON HI CAN BE USED AS TRUSSES OR ROOF RAF ER - AM At T TA CRADCnna nzr'c oco NOTCH'DEPiN U -NOTCH AT LOOKOUTS TABLE AT LEFT ONLY WHERE $TUD EXTERIOR SEARING (S$E FRAMING PLAN} 10 6 INDICATED ON DETAILS ABOVE. SIZE Ewj�• WALLS \f2x BLOCKING STUCCO FINISH USE HI AT 48" O.C. WHEN OVER- SEE ROOF PLAN 2x4 s` 1 7/1s'PLANHANG EXCEEDS 18". FOR OVERHANG �QU)PLE 2X TOP OF PLATE 7 13. 2X BLKG. & UPPER SHEATHING 2x6 1 3 C 2 3 16". \ n.Ygtim RnARr1 ABV. PLATE CAN BE REPLACED DER 2x SOLID BLOCKING BUILVINU PAPER n� rKt-rHtJK1UF%1tu rust, Utt IH BLOCKING 2x STUDS AT ' 14. 2X RAFTER TAIL W/MIN. 3'-0" " " / �`` LAP Wj16d's 6" O.C. STAGG. 2x STUDS AT 16 O.C. 16 O.C. 8 6 OR TRUSS TOP CHORD STUD, NOTCHNG{BORING LIMITS -- INTERIOR FINISH 15. MAX. GAP BETWEEN BLKG. & TOP PLATE FOR HI & LS50 TO N.T.S. EXTERIOR FINISH BE 1/2" &FOR A35, To BE 1/4" � INTERIOR FINISH . 16. 2X BEVELED BLKG. SEE 13/SN2 IF NOT BEVELED .__.____ AKE DETAIL � NTS 16 SILL DETAIL � � 12 SHEAR TRANSFER WALL: .�.-._.--_____.� NTS _24 NTS 20 NTS 8 ROOF' TO WALL FLASHING NTS_ 4 DRAG DETAIL. STRAP CAPACITY END LENGTH A CS16 1650# 3'-6' B (2)Csi E 3300# 3'-6" I.0 �� yet•. L A N $OUNDARY NLIG E 16 I—,- 12. SIMPSON HI CAN BE USED AS TRUSSES OR ROOF RAF ER - AM At T TA CRADCnna nzr'c oco NOTCH'DEPiN U -NOTCH AT LOOKOUTS TABLE AT LEFT ONLY WHERE $TUD EXTERIOR SEARING (S$E FRAMING PLAN} 10 6 INDICATED ON DETAILS ABOVE. SIZE Ewj�• WALLS \f2x BLOCKING STUCCO FINISH USE HI AT 48" O.C. WHEN OVER- SEE ROOF PLAN 2x4 s` 1 7/1s'PLANHANG EXCEEDS 18". FOR OVERHANG �QU)PLE 2X TOP OF PLATE 7 13. 2X BLKG. & UPPER SHEATHING 2x6 1 3 C 2 3 16". \ n.Ygtim RnARr1 ABV. PLATE CAN BE REPLACED DER 2x SOLID BLOCKING BUILVINU PAPER n� rKt-rHtJK1UF%1tu rust, Utt IH BLOCKING 2x STUDS AT ' 14. 2X RAFTER TAIL W/MIN. 3'-0" " " / �`` LAP Wj16d's 6" O.C. STAGG. 2x STUDS AT 16 O.C. 16 O.C. 8 6 OR TRUSS TOP CHORD STUD, NOTCHNG{BORING LIMITS -- INTERIOR FINISH 15. MAX. GAP BETWEEN BLKG. & TOP PLATE FOR HI & LS50 TO N.T.S. EXTERIOR FINISH BE 1/2" &FOR A35, To BE 1/4" � INTERIOR FINISH . 16. 2X BEVELED BLKG. SEE 13/SN2 IF NOT BEVELED .__.____ AKE DETAIL � NTS 16 SILL DETAIL � � 12 SHEAR TRANSFER WALL: .�.-._.--_____.� NTS _24 NTS 20 NTS 8 ROOF' TO WALL FLASHING NTS_ 4 DRAG DETAIL. STRAP CAPACITY END LENGTH A CS16 1650# 3'-6' B (2)Csi E 3300# 3'-6" I.0 I.0 cc G U. Uj J Eli T cc cm �� � Q L) < Cc z 0. Z OO .Z N DRAWN: DAVID CHECKED:DAVID DATE: ®- 07-03 SCALE: ON PLAT` SHEET 10 D-1. OF 13 e 1. HEADER .-_._.__.._...._ ...... _... _.... REVISIONS- BY 2. EDGE NAILING Lj PLASTER SCRATCH COAT 3. PLYWOOD ROOF SHEATING FOUNDATION GRADE..____........._______._._..____-..__..__._..___....__..._....__..... .....__..._.__.._......._....__.__...._.....__.........,_.__,......__....._...._.._____....__.._._............. _._..... 4. 2X BLK'G W/ 16d's @ 6" O.C. REDWOOD (OR) PRESSURE 2X STUDS 016" O.C. B.N. PLYWOOD SHEATING SNUBBED WOOD TRUSS 5. SIMPSON JOIST HANGER TREATED SILL LET IN TO SHEAR PANEL PER PLAN SLAB OR OTHER APPROVED TO BLOCKING UNDERIAYMENT • 6 E (SEE GENERAL NOTES) ' 7. FULL HT. BLK'G W/ A35 @12" PER U.B.C. 2804 (C) ` EXPANDED METAL �� srItPLAP FASCIA Nc FIELD AT OVERHANG 1/2- PLYWOOD AT 0011 O.C. LATH 2x6 FASCIA (SEE ELEVATIONS) ' 8. I -JOIST AS OCCURS MORTAR JOINT --------� BLDG. PAPER BARREL OR $.TILE s. TS @ 16 O.C. SLOPE TO DRAIN SEE ROOF PLAN 10. FLUSH BEAM PER PLAN APPLICATION COAT 3--COAT 6 14 REDWOOD OR ___.��__. .----.._.__. BIRD STOP 60 MINUTE GR. D STUCCO SYSTEM WHERE 11. ST-18 @48" O.C. MAX DECK JOIST P,T.D.F. SPACER + • OCCURS r° TO FLOOR JOIST OR BLOCKING WF'ERE OCCURS) I 9 k'xa TA9 _ t i ( 1-3/4 CULTURED P.T.D,F. SILL PL, SHAPED FOAM t° 9 3 I STONE VENEER O CONT. "ROPE" CAULKING ADHERED MANUFACTURED 26 GA. CORROSION BRICK OR STONE VENEER 2X BLOCKING PROVIDE i RESISTANT WEEP I OVER MORTAR BED AND SCRATCH VENTS AS RED. PER f i_TT. �. --' SCREED, BASEBOARD COAT, . INSTALL PER U B C LOCAL CODE -� -•.- Q . 1403A.5 AND MANUFACTURER'S DOUBLE 2x TOP PLATE SEALANT a Q 4 SPECS. I #�x6 utiR O �_ v BUILDING PAPER OVER taiGre_c >�s+TY Iv sat CONCRETE SLAB-----•�- E ANCI46R DOLTS AS EXTERIOR GRADE WOOD T �,,, �' ° 4 REQ'D SEE STRUCTURAL wfNDaW - -_11-', ° 4 1= = = FINISH GRADE 111=1IF, - _I I ICI I I -ME- I i=_-_...._.____....._....__.______....._.___. 1 {ll EIIII� III '=ill Ifli.11lli © ° 8 ---- 11111 4 4 d NOTE : 2x STUDS PER PLAN -L { -WEEP SCREED TO BE --Ill- INSTALLED PER 1 11=11 1!I �1i 1994 U.B.C. -•111� 1 11 -# I I �# f I• -� Y • ..NTS LOW ROOF DETAIL NTS 17 SILL ALUMINUM SLIDING D NTS 13 CULTURED STONE APPLICATION NTS 9 PILASTER EASE _.__..NTS 5 ROOF DETAIL - NTS 1 4x OR 6x BLOCKING EXTERIOR FINISH NEWEL POST TO GUARDRAIL 1 " FLUSH GUARDRAIL TO WADI HAND RAIL • „ WOOD PLUG 7/8" STUCCO INTERIOR FINISH .. 1-1 2 11/2" RAIL @ 30 O.C. FASTEN SUP. W/ ADHERED MANUFACTURED SEALANT OF GUARDRAIL MAX. SECURELY ' BRICK OR STONE VENEER CONNECTED TO (2)- 3/8" 12s x 3" CURB ®GARAGE 2x4 STUDS AT OVER MORTAR BED AND SCRATCH 16" O.C. . LAG. SCREW TO BUILDING PAPER WHERE OCCURS COAT. INSTALL PER U.B.C. MlN. 3/8" DIA. X 6" " STRINGER STUD (MIN. 3 1403A.5 AND MANUFACTURER'S 28 GA. GALV. MATL. (� 3 —"RAIL--BOLT" W/1/2 SUP) 2X STUDS DRIP FLASHING Z NUT AND WASHER. MI MIN. Z WIRE LATH AT 16 O.C. BLDG.APER OVER EXTERIOR --- 1-1 2 3 GRADE PLYWOOD STRUCTURAR BALL.USTERS BUILDING PAPER GUARDR__AL SECTION 2X,- P.T. SILL PLATE DRAWINGS z CO NEWEL POST TO FRAMI1 R _ - --• STUCCO OVER FOAM � � " MIN. D 26 GA. G.I. 1 2X STUDS PER PLAN TRIM WHERE OCCURS w C\1 ,r MIN. 2-1/4" NOTE: 1-1 /2 1 /2 GYP. BOAR STUCCO SCREED ANCHOR BOLTS AS SEE ELEV. FOR """" MOISTURE ;;� #-- o) + SQUARE NEWEL POST G7 MIN. 3 " SPACING TO BE 2M �2„ 2X STUD WALL REQ D SEE STRUCTURAL SIZE BARRIER Q. tf) EC 31- SQUARE MAX. 5'-9" Q.C. GARAGE Q a P.T. SILL PLATE --� „ TREAD 4 .4 sn DOOR -- Ci •cC d" 1 _ 1 /2 Dom' NEWEL POST SECTIO ° ° 4 MIN. HOLE ° SOFFIT FRAMING. PER [„j j -- 2 „(2)--3/8" DIA. X 10» MIN,. _. g F STRUCTURAL DRAWINGS '` �> d 4" RAIL -•BOLTS W/1 /2 3/4 2x14 S INGER E 4 4 ° . ' C6NC6tETE FOUNDATION CONCRETE SLAB Uj Q NUT AND WASHER. o ° 4 4R4 STEM WALL __._ LINE OF WALL `� (TORQUE NUT TIGHT ' ' FINISH GRADE " Z. BEYOND 2 X WOOD tS) TMO BM. ENOUGH TO BEND MIN. 3 /WASHER TIGHT AGAINST • /� _ N o d a • TRIM �. �C BLK'G. SURFACE OF CYLINDER) SQUARE ' ___) I (_�� , ^� ° 4 FINISH GRADE �E a a . CIL s 4 Q 4 N n c4• o• , oe VJ J-MOULD AT STRINGER AT WALL SEALANT y: HANDRAIL ,DETAIL .NTS 18 NTS 14 E�CTERiOR PLA ER SCREED NTS 1O VENEER AT GRADE NTS GARAGE DOOR HEAD NTS 2 ��• __.__.._._...____..____._____..._.-_____...�_-._____.._._.._---.._..____.___._..__.___......._ _ WINDOW FRAME .._._..__....__-_.__..__...__..._....__;..._ _. _.....___ WIN - .... _ SLOPE TO DRAIN ------ - HANDRA�. TO WAL FRAMING AT WALL _._...:._ ...__.�..._.. •.......... _ _._ .. ................... _ SEALANT _._.____�_.__.__..._._.. --- 7 8 STUCCO SYSTEM v _._ . _ 7/1 S" DIA. X 2--1 /2" 2X STRINGER __.................. LONG LAG BOLTS W/ NEWEL POST W J-MOULD MOISTURE 1. Ctc� " 661 STANDARD CUT WASHERS / BARRIER 2. 2x Studs ®16 o.c. THROUGH DRYWALL TO "RAIL --BOLT" ---al j BUILDING PAPER ``° , PER STAIR MANUF. � 3. E.N. � -� . - C� BLK'G. PROVIDE METAL I �� i 1-COAT STUCCO SYSTEM 2 4. Lop & Spike wA4)16d /V 2 x 4 SLEEVES AT LAG BOLT CONT. DBL. 2x TOP ATTACHMENT W/ SEALANT PLATES W/ 4x ----� BUILDING PAPER OVER 3/4" CDX 5. 16D 8" o.c. - �-- AROUND SLEEVES AND BLK'G. AT NEWEL " 6. 2x B!k'g. 2 X FRAMED WALL LAG BOLTS. POST LOCATION WATERPft•OOF MEMBRANE LOPE 1 2»;12 SEE PLAN FOR DIMENSION 3 3 957 2X10 BLK'G. W/6-16d (1)--H2.5 AT STRINGER R,a, 4 N NAILS 0 EACH END. TO STUD AT EACH - Ap END OF NEWEL SHAPED FOAM + _ SHEAR WALL MAY OCCUR 2X STUDS 16" O.C. POST LOCATION. TRIM + + ,,, REFER TO STRUCTURAL` FRAMING AT RIM (1)-LSTA18 OR CS16X18 „ 3 PAPER OVER BUILDING DRAWINGS O C NEWEL POST W/"RAfL--BOLT" AT EACH SIDE OF STUD 7/8" STUCCO - PER STAIR MANUF. AT EACH SIDE OF 2 X FRAMING -• N . NEWEL POST LOCATIO TF CONT. 4X SOLID RIM AT (4 TOTAL) PARALLEL JST. COND. BEND OPPOSING 5 MOISTURE BARRIER W/ A35F AT 24" O.C. STRAPS OVER TO PLTS. PLTS. IN OPPOSITE I 2 X P.T. SILL i I DIRECTIONS ! ii i J--MOULD CONT. 4X SOLID BL.K'G. AT i ii I PERPEND. JST. COND. W/ nOf UJI. 2-A35F EA. END (EXT.) N --A35 EA. END fNT.} a . & 2 (. CONT. STUCCO 2 d. SEALANT -- • ' SCREED ""`'` � n (3)-CONT. ' FIN. GRADE ° ` �� •� •° � • � _ n 2X PLTS. _ -I i I--III-I 1 I_ I 1 11� l-1 i i`1(1=1 I(=1 11=1 I I=E ' 2 X WOOD TRIM EtEyATION_t I I�i # GARAGE DOOR SEE PLAN FOR SIZE _ HANDRAIL DETAIL ..............NTS 19 WINDOW SILL NTS 15 FLOOR DETAIL NTS 11 RAKE AT WALL FLASHING NTS 7 GARAGE DOOR JAMB NTS 3 U. Uj LU EXTERIOR PLATER ..._....._..._....__..._...... ..... 1-COAT STUCCO SYSTEM C -' ONE COAT STUCCO ,,.�..��„ FOAM TRIM APPLIED r SYSTEM �✓ TO BROWN COAT W/ LATEX INSULATION HOEDOWN MASTIC SEE ELEVATION1%FOR SIZE `� z 0 z BLDG. PAPER----�-..- 1 ••. r wl ^ <� F , 0 5 60 MIN. GR. 'D' N �►--r----- GYPSUM BOARD 2 PAPER CONT. BLDG. PAPER � . Rom, 00 ,,- . Z - 6 2 X STUDS t� 16' O.C. `'' SHAPED FOAM VAPOR BARRIER-�----- HEADER x JJ ! ADHERED MANUFACTURED'" �"" FINISH COAT BRICK OR STONE VENEER OVER'MORTAR BED AND SCRATCH NOTE: Holdown Anchors SYNTHETIC STONE VENEER COAT INSTALL PER U.B.C. G.I. FLASHING / \��\\� \�VER HIGH ADHESIVE DRAWN : DAV I D WOOD CASING �\ J \ \ Must Beg Tied In MORTAR OVER SCRATCH COAT 1403A,5 AND MANUFACTURER'S Simp.Stab Place Prior To SPECS. WOOD DOOR 3 //��% Bolt, Foundation PAPER BACKED BUILDING PAPER OVER CHECKED:DAVID WOOD CASING FRAME \\ \ II --� Inspection. METAL LAT14 EXTERIOR GRADE WOOD 4 Deepen Footing DATE:3°�D��Q3 As Required To MORTAR JOINT WEATHERSTRIPPING Obtain Anchor ' v Alternate Footing Embedment and 2x STUDS PER PLAN SCALE: ON PLAN DOOR � Condition w/Heel Concrete Cover. 2 X FURRING 0 a SHEET 11 ry- w B C} LT _..._.._.._..._. -. • O s. ____ _-- EAD NTS 15 DOWN wl SSTB NTS 12 STUCCO BELLYB OR H L EJ O N H O AND _ . _.._.._ _ o F � � NTS 20 D SIMPS® NTS, 8 STO E VENE NTS 4 . � . ....... . . ....... .... . . ...... -------- .... ....... . ..... ...... . .... . .. FIN. FLOOR ALL COMPONENTS AND ROOF CAP W/ 5/8" SHEATHING VAPOR BARRIER INSTALLATIONS SHALL FIREPLACE MANUFACTURER AND TREADS AND RISERS COMpIY WITH REQUIREMENTS BACKDRAFT DAMPER I.C.B.O. APPROVED FLUE PLYWOOD TRIM MAY OCCUR -REFER TO WROUGHT IRON RAILING 1. ROOF SHT'G OF U 14-C- 1405 TERMINATION CAP -REFER TO SUBFLOOR OR STUCCO 2. EDGE NAILING ROOFLINE EXTERIOR ELEVATIONS FOR EXTERIOR BLDG. PAPER 3. 2x6 R.J. 0 16 O.C. STYLE 4. 2X BLK'G W/ 16d's @ 6" O.C. NOE-PIECE GALV. METAL Z-BAR FLASHING 5. SIMPSON JOIST HANGER CAP WITH STANDING COLLAR OVER SLOPING PLYWOOD 2x FRAMING A (HU26) FOR CHIMNEY FLUE FLASHING 6. SHEAR PANEL PER PLAN REFER TO FIREPLACE f INSULATION HOT MOPPED W/ TILE OVER 7. FULL HT. BLKG W/ A35 @12" MANUFACTURER SPECS, SLOPING PLYWOOD 2 e2 SHUR DECK (ICI3O ER5968) O.C. SADDLE 1 *00 8. CONTINUOUS 2X8 LEDGER EXTERIOR FINISH OVER GYP. BD. 2 BLDG. PAPER > HEADER WHERE 2x STUDS PER PLAN GYPSUM BOARD OCCURS THRUTG.I. Z-BAR FLASHING V,SEE PLAN 1.9* MIN26 GA. G.1 FLASHING WITH 4 ROOF DRIP EDGE ROOF OVER KING STUD SIMPSON JOIST HANGER •-IF T 2X6 STUD WALL UNDELAYMENT 1-2x SOLD BLOCKING TRIMMER, =113=1 .FLEXIBLEpl, ) I - Zs_ I i __INTERIOR FINISH I 4r.*r ^r% . I x SIDING OR WOOD REVISIONS BY ly 10-01-03 %jtvril4r_%.# 1 IVN 11- Vi-J I vr% SHINGLES OVER BLDG. 2 X DECK JOISTS, SLOPE MIN. FROM DRYER MATERIAL HEADER PAPER G.I. REVERSE 3 1/4"/FT. TO DRAIN TEE-WYE DA APPROVED HANGER I x WOOD TRIM SEALANT 2x BLOCKING G.I. CLEAN -OUT BOX CONT. 2x4 LEDGER DRAFT STOP 0 ENTIRE SEA NOTE 3 W/ ACCESS DOOR Ve MIN. PLYWOOD PERIMETER OF FLUE CHASE WINDOW FRAME RIP DECK JOISTS TO SLOPE T_ 2X12 SRINGER (MIN. 3) FLUE CHASE WHERE 20 WOOD TRIM MIN. 1/4" l'- 0" FIRMANUFACTURER ADJACENT TO ATTIC DRAFT BY FIREPLACE STOP TO BE ON MATERIAL 5/8" TYPE 'X* 26 GA, G. 1. APPROVED BY THE U.B.C. DRIP FLASHING 5 RECESSED JAMB/HEAD DECK EDGE 2-1 LOW ROOF DETAIL 17 DRYER VENT THRU ROOF NTS 13 CHIMNEY AT ROOF NTS 9 STRINGER AT HEADER -NTS T8 ............ ---- -------- INSULATION TO OCCUR . ........ AT EXTERIOR WALL ONLY SHEARWALL STUD WALL. LTRI LTP4 P4 FINISH FLOOR ft WHERE OCCURS CING A 24" O.C. + 5/8" PLYWOOD SILL PLATE HUNG B 16" O.C. 2 1 2 4 2 TREADS AND RISERS ELASTOMERIC SHEET EDGE NAIL BOUNDARY NAIL C 12" O.C. 2x STUDS WATERPROOFING FLOOR SHEATHING D .8" O.C. 0 16" O.C. WINDOW FRAME STUD WALL -1" &_ I I I FLOOR JOISTS PER PLAN SHEAR WALL MIN. CLEARANCE SOLE PLATE NAILING 2x BLOCKING 2z�; �_W/ (3) 8d COMMON TOE AS OCCURS -OF NON --COMBUSTIBLE I x TRIM BOARD 0 4*-0" INTERVALS 3 3 5 MATERIAL ABOVE I -JOIST BLOCK NAIL TO PLATE AND (2) 16d ING AT 48m O.C. OPENING PER MFI:�S SHORT END NAILS AT RIM. BOUNDARY NAIL AND ( --\ 5/lr PLYWOOD SEALANT W SHORT NAILS SPECS. F ; 1; 1 4 1 dd TO PLATES TREADS AND RISERS z 2X CONTINUOUS RIM JST. FLOOR SHEATHING FIREPLACE BRACING 6 VAPOR BARRIER cr) F6 SHALL BE SIMPSON EDGE NAIL 1. BOTTOM CHORD OF TRUSS L lo PERPENDICULAR PARALLEL CU WBI 26 STRAP OR HUDER LL z EDGE NAIL TO (1) 1 Od T&B 2. SIMP. STC AT EACH CONNECT. SEALANT STUD WALL OR DROPPED6 LET -IN Uj Lo (MAX. 0 24" O.C.Ocq UPPER PLATE I -JOIST PER PLAN t BEAM 3. IX OVER 2X PLATE OR (2) L goo ELASTOMERIC SHEET 2X TOP PLATE WHEN TRUSS 0 FIREPLACE INSTALLATION LSL RIM w/ A35 OR LTP4 AT BOT. CHORD IS CAMBERED GYP. BID. WATERPROOFING 1,_ c\I 32" O.C. U.N.O.(ALT. A35 ABV. 4. 2X f3LKG. @ 24" O.C. W/ (2) AND CLEARANCE FROM J'A �io - cj) S 1 -8COMBUSTIBLE MATERIALS TOP PLTS) NAIL Wj 8d JOIST 16d 0 EACH END. As n�l ot rr SHEARWALL EDGE NAIL HANGER NAILS TO F M G AND SHALL BE IN ACCORDANCE SILL BOARD v, < WHERE OCCURS A35F AT 32n O.C. INSTALI.ED BELOW 5. 2X MEMBER W/ (2) 16d.'S TO Z U_ j TO UPPER PLATES. USE 2w LONG NAILS AT BLKG. WITH MANUFACTURES (3) 2xi 2 !0 SHEATHING OR LTP4 OVER SHEATHING TOP PLATE LTP4 APPLIED OVER SHEATHING, 6. 2X8" BRACING F USH TILE STRINGER 0: A35 ABOVE TOP PRINTED INSTALLATION AT WE SPACING F-H ART !tpp; LTR A35 OR LTP4 SPACING 1 ()H AT JOIST AND PLATES. USE 20 LONG NAILS AT LTP4 APPLIED OVER SHEATHING. SHEAR WALL AS OCCURS -STUD WALL OR DROP BEAM 7. (2) 2X TOP PLATE ALT. CONDITION 8. (2) 16d'S @ 12" O.C. 9. TYP. EDGE NAILING 10. 2X CEILING JOIST OR BOTTOM CHORD OF TRUSS. INSTRUCTIONS & i.c.8.0. I lef. I- APPROVAL PRE-FAB METAL or- FIREPLACE -SEE MG PRINTED INSTALLATION 2x' CONT. PLATE I 2x STUD CRIPPLE WALL______l ^%ffft^tmj - - ->< 2x FRAMING AT LANDING !N�iULAIIIIVNM 2x FRAMING I 1 SEALANT I x TRIM BOARa- 1 x SIDING OR WOOD SHINGLES 0/ 8 , DG. z Q0 0 z 0 0) 0) CL I A 24* O.C. B C 12 O.C. 0 8' O.C. • INSTRUCTIONS -JI W I Ir-L. A %P]I-QVM rAftill BOARD AT USABLE A-]T,7 MIN.' CLEARANCE PER SPACE UNDER STAIR FIREPLACE M.F.G. SHR TNSFR PERPENDICULAR JOIST AT EXTERIOR WALL 22- '-JOIST PARALLEL TO WALL AT EXT'R. FRAME TO NON -BEARING WALLS NTS.- 14 FIREPLACE SECTION -NTS 110 STRINGER AT LANDING NTS. RECESSED SILL 2 ------ - ----- ...... . ...... ------ INSTALLATION PROCEDURE - ----- - ------ INSTALL 18" WIDE 15# SATURATED FELT TO SIDES AND BOTTOM OF ROUGH ------- OPENING. JESS/O SHEARWALL STUD WALL 2. APPLY CONTINUOUS CAULKING BEAD TO INTERIOR SIDE OF NAILING FIN ON 2X FRAMING 99, N , U /X AS OCCURS # .............. ......... WINDOW FRAME, CONTINUOUS ALL FOUR SIDES. FINISH FLOOR SOLE PLATE NAILING THAT PLACE WINDOW FRAME IN ROUGH OPENING MAKING SURE OF PROPER FIT AND 5/8" PLYWOOD co THAT CAULKING IS ADHERING. CAULKING AT HEAD TO ADHERE DIRECTLY ON BOUNDARY NAIL WOOD HEADER. CAULKING AT SIDES AND BOTTOM TO ADHERE DIRECTLY TO TREADS. AND RISERS /04 :33 EN. TYP. 2x PLATE K/ (1) lbd per I r-, w 0. 3-957 J5T, 4 (1) Ibd per 13LK. 2x PLATE K/ Ibd EDGE NAIL (3) 10d PER BLOCK/JOIST- 15# FELT. 0 U.N,O. 0 16" oc 4 (1) Ibd PARALLEL I -JOISTS AS 4. AFTER WINDOW IS SECURED. PLACE A CONTINUOUS BEAD OF CAULKING ON per J015T 2.-" OCCURS: SEE PLAN EXTERIOR SIDE OF NAILING FIN ON WINDOW FRAME. (5) 10d per BLOCK SLOPE Mg, LA R 1 /11 1 1 400 5. INSTALL llr WIDE 15# SATURATED FELT TO HEAD, FIRST MAKING SURE THE FELT Out 2x BLKG w/ SOLID RIM JOIST IS FIRMLY SET IN THE CAULKING. OF C (3) 16d/BLK I -JOIST PER PLAN AT 6. INSTALL 18- WIDE 15# SATURATED FELT AT SIDES AND BOTTOM TO COMPLETE 11 PERPENDICULAR FRAMING THE SECOND LAYER MAKING SURE THAT THE FELT IS FIRMLY SET IN THECAULKING. ... .. ..... . 7. INSTALL FINAL CONTINUOUS BEAD OF CAULKING AT SHAD FOR INSTALLATION OF 4 1-0 7 M 1, N. . .... 2x DECK JSTS w/ 7• SECOND LAYER OF IW WIDE 15# SATURATED FELT AT HEAD. < 'U" HGR TO BEAM I -JOIST BLKG 0 48*oc AT PARkLEL (3) 2X 12 FRAMING CONDITION. 8. APPLY NECESSARY GALVANIZED SHEET METAL FLASHING, PLAT -ONE, ETC. STRINGER L Uj T[AN6E5 of I_J0I5T I-JO15T KI Ibd 51NKER5 I-JO15T W lbd 51NKER5 EDGE NAIL TO NOTE ALL CAULK TO BE "SIKAFLEX I A" 3 COAT STUCCO SYSTEM BLKC7 BELOW 5HEAR 0 6" oc. to TOP PLATE, @ 6" oc. to TOP PLATE, I -JOIST BLOOKIN6 ST-18 0 480oc MAX DECK JOIST TO NOTE * THE ABOVE PROCEDURE IS KAJ_L5 SHALL 13E UPPER PLATE OVER BLDG. PAPER 0 FLOOR JOIST OR BLOCKING Ai R FOR INSTALLATION OF PATIO ENTIRE LENGTH OF WALL, ENTIRE LENGTH OF WALL, @ 4b" x SIMILAR d4. 2V4* WIDE MINIMUM U.N.O.ON PLANS U.N.O. ON PLANS SHEARWALL DOOR& PATIO DOORS SILL TO BE '14 2 X WOOD TRIM z 4 v , -, 4 . * . - - - It AS OCCURS A35F AT 32" D.C. INSTALLED BELOW CONTINUOUSLY CAULKED WITH 4• BEAM WHERE ALT: 12d COMMONS ALT. 12d COMMONS 2x ST1,05 @ 16 oc, SHEATHING 0R LTP4 OVER SHEATHING X, SlKAFLFX IA. WITH GFNFRWS AMAIINTR _ 2x 5TW5 ®16" oc" TYP. • LTR A35 OR LTP4 SPACING AT SAME SPACING (ALT: A35 ABOVE TOP PLATES) NAIL W/ (6)8d JOIST HANGER NAILS AT JOIST AND PLATES. USE 2" LONG NAILS AT LTP4 APPLIED OVER I SHEATHING. STUD WALL �,,v - I 0(6>_ APPLIED AT ENDS TO DISCOURAGE WATER PENETRATION. 41 . 0.. . I . .• 1 . J 5/8" TYPE "X.. GYPSUM BOARD AT USEABLE SPACE UNDER STAIR 2x4 P T, T14RIIqT PLATE SEALANT I X WOOD SIDING/SHINGLE OVER BLDG. PAPER 6101111101 U) w -Sk A 24" O.C. -_ 8 1 16 O.C. C 12' O.C. D I ANCHORED W/HOT PINS AT 24- O.C. W/ 2-0 WASHERS ---- ------ - LL w JOIST PERP. TO INT. WALL 2,5 JOIST PARALLEL TO INT. WALL DECK JOIST TO FLOOR FRAMING. ;.NTS 15 WINDOW FLASHING NTS .1 STRINGER GROUND FLOOR NTS 7 WOOD SIDING TO STUCCO 3 w- w cc C\l 0) 26 GA. G.I. ---------- EXTERIOR PLASTER FIREPLACE MANUFACTURER DRIP FLASHING Z CD 0/ W, MESH AND I.C.B.O. APPROVED 1 x WOOD FLUE TERMINATION AND SIDING cn SHEAR WALL SPARK ARRESTOR 318" PLYWOOD SHEATHING SEE ELEV. FOR SHAPE VAPOR BARRIER > -WHERE REO'D z 0 HOLD DOWN MSTA24 2x4 FRAMING ---- - ------- BLDG. PAPER z @16 O.C. PAINTED METAL CAP .0 m 2x 5TLV5 0 16" oc 2x PLATE vi 16d @ 16" or, RAILING 0 16" O.C. 60 MINUTE 2x FRAMING 4 (1) Ibd per JOIST GRADE 'D" PAPER F INSULATION FLOOR BEAM PER PLAN T_ A35-F @ 8" O.C. GRACE "ICE & WATER SHIELD" FIRE RESISTANT 0 0 G.EN. TYP. I I U U GASKET 2x BLOCKING 1/2" EXT. GRADE PLYWOOD GYP. BD, 3: HEADER WHERE V-1 x < EXTERIOR PLASTER OCCURS 0/ W. MESH DRAWN: D"ID HEADER 3-COAT STUCCO KING STUD I-J015T m/ Ibd MERE REQ'D SYSTEM 0/ FOAM ® b" oc, to TOP PLATE, NOTE'- TRIM SEE ELEVATION ENTIRE LENGTH OF KALL, PLYM. 5PLICE 4 311r PLYWOOD FOR PROFILE FLUE TRIMMER 3-COAT STUCCO CHECKEDDAVID U.N.O. ON PLANS CHAW-7E of 5HT6. STRONGWALL SHEATHING SYSTEM ALT: 12d COMMONS DIRECTION to OCCR SIMPSON JOIST HANGER PER PLAN WERE REVID BUILDING PAPER J-MOULD DATE: 07-07-03 at q of J015T 5 MIN. 60 MIN. GRADE SEALANT o I -JOIST W/ SIMPSON 'IU' OPENING 12 'D' PAPER HANGER, TYP. U.N.O. WINDOW FRAME. SCALE: ON PLAN Z. 20 FRAMING 0 16" O.C. 2x FRAMING STUCCO 0/ FOAM TRIM WHERE SHEET 12 so OCCURS _ _ .- _. -D-3 ....... ... 13 2o SHEAR WALL CONN. TO BELOW A6 FIREPLACE SHOULDER CHIMNEY OF RECESSED JAMB/HEAD NTS 4 TYP. CHANGE OF JOIST DIRECTION TYP. FLUSH BEAM DETAIL Nli REVISIONS BY CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF-1R Project Title.......... RESIDENCE OF THOAI TANG Date..10/22/03 21:31:57 MICROPAS6 v6.01 File-TANGTHOA Wth-CTZ08S92 Program -FORM CF-1R 1User#- -- MP0820User-_- _- D &NAssoci tesRun- - -- RESIDENCEOFTHOA TANG +------ --____{ THERMAL MASS Area Thickness xseExposed inLocation/ComTnents ________ ___`-__ _ _ --------- ------------------------ S bOnGrade No 94l3.5 Covered InteriorHorz Yes 900 1.0 DINING LIVING FAMILY HVAC SYSTEMS ------------ Refrigerant Tested ACC A Equipment Minimum Charge and Duct Duct Duct Manual Thermostat Type Efficiency Airf'ow Location R-value Leakage D Type Furnace 0.780 AFUE n/a Attic R-4.2 Yes No Setback ACSp1itRCA 10.00 SEER Yes Attic R-4.2 Yes No Setback DUCT' TESTING DETAILS Duct Measured Supply Leakage Target Duct Surface Area Equipment Type ti -_________ °fan(f -�CFM/CFM25) - _ ____ t2) -----' Furnace / ACSpiitRCA 60 / 113.6 n/a WATER HEATING SYSTEMS --------------------- Number Wank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal.) R-value ------------------------ ------------------- ------ -------- ---------------- Storage Gas Standard 1 0.58 50 R- n/a SPECIAL FEATURES AND MODELING ASSUMPTIONS ----------------------------------------- *** .Items in this section should be documented on., -he plans, *** *** insta-_led to manufacturer and CEC specifications, and *** *** verifJed during plan check and field inspection. *** fihis building incorporates non-standard Fenestration Shadina. This buildirlg incorporates a High Mass Design. This building incorporates Tested Duct Leakage. This building incorporates either Tested Refrigerant Charge and Airflow (RCA) or a Thermostatic Expansion Valve ;TXV) on the specified air conditioninc system(s) . CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF-1R Project Title.......... RESIDENCE�OFrTHOAI TANG Date..10/22/03 21:31:57 Project Address........ 324 -328 S. EUCLID STREET******* --------------------- SANTA ANA 92714 *v6.01* .Documentation Author... LAM NGUYEN ******* Building Permit # 1 D & N Associates 12277 Baja Panorama Plan Check / Date Santa Ana, CA 92705 714-538-:3828 Field Check/ Date Climate Zone........... 08 --------------------- Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01� File-TANG&I'HOA Wth-CTZ08S92 Program -FORM CF-lR # User#-MP0820 User-D & N Associates Run -RESIDENCE OF THOAI TANG -------------------------------------------------------------------------------- GENERAL INFORMATION Conditioned Floor Area..... 2704 sf Building Type .............. Single Family Detached Construction Type ......... New Building Front Orientation. Front Facing 90 deg (E) Number of Dwelling Units... 1 Number of Stories.......... 2 Floor Construction Type.... Slab On Grade Glazing Percentage......... 18.3 % of floor area Average Glazing U-factor... 0.87 Btu/hr-sf-F Average Glazing SHGC....... 0.7 Average Ceiling Height..... 8.9 ft BUILDING SHELL INSULATION Component _________________________ Frame Cavity Sheathing Total Assembly Type Type R-value R-value R-value U-factor Location/Comments Wall Mood R-13 R-0 R-13 0.088 EAST, SOUTH, WEST NORTH Floor Wood R-19 R-0 R-19 0.037 RAISED FLOOR Roof Wood R-30 R-0 R-30 0.035 Attic SlabEdge None R-0 R-0 F2=0.760 To Outside FENESTRATION ------------ Over- Area U- Interior Exterior hang,/ Orientatior, (sf) Factor SHGC Shading Shading Fins Window Front (E) 76.0 0.870 0.700 Standard Woven None Window Left (S) 90.0 0.870 0.700 Standard Woven None Window Back (W) 190.0 0.870 0.700 Standard Woven None Window Right (N) 140.0 0.870 0.700 Standard Woven None MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 5 MF-1R Project Title.......... RESIDENCE OF THQAI TANG Date..10/22/03 21:31:57 Project Address........ 324 -328 S. EUCLID STREET******* _____________________ SANTA ANA 92714 *v6.01* Documentation Author... LAM NGUYEN ******* I Building Permit # D & N Associates 12277 Baja Panorama Plan Check / Date Santa Ana, CA 92705 714-538-3828 Field Check/ Date Climate Zone........... 08 _____________________ Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. f MICROPAS6 v6.01 File-TANGTHOA Wth-CTZ08S92 Program -FORM MF-1R User#-MPQ82Q Uae,y-D & N Aoseeiateg RUTS- , %HN E QF THQAI TANG ---------------------------------------------------------------------------- Note: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES -------------------------- Design- Enforce- er ment *150(a): Minimum R-19 ceiling insulation. X 150(b): Loose fill insulation manufacturer's labeled R-Value. X *150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U-factor in metal frame walls (does not apply to exterior mass walls). *150(d): Minimum R-13 raised floor insulation in framed floors. 150(1): Slab edge insulation - water absorption rate no greater than 0.30, water vapor transmission rate no greater than 2.0 perm/inch. 118: Insulation specified or installed meets insulation quality standards. Indicate type and form. 116-17: Fenestration Products, Exterior Doors and Infiltration/ Exfiltration Controls 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. 2. Fenestration products (except field fabricated) have label with certified U-factor, certified Solar Heat Gain Coefficient (SHGC), and infiltration certification. 3. Exterior doors and windows weatherstri.pped; all joints and penetrations caulked and sealed. 150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. 150(f): Special infiltration barrier installed to comply with Sec. 151 meets Commission quality standards. 150(e): Installation. of Fireplaces, Decorative Gas Appliances and Gas Logs 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door X CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF-1R Project MTitle .......... RESIDENCE �OF THOAI�'TANGDate..10/22/03 21.31.57 MICROPAS6 �v6.Ol�+File-TANGTHJA�^Wth-CTZ08S92 Program -FORM CF-1R } User#-MP0820 User-D & N Associates Run -RESIDENCE OF THOAI TANG ------------------------------------------------------------------------------- HERS REQUIRED VERIFICATION *** Items in this section require field testing and/or *** *** verification by.a certified home energy rater under *** *** the supervision of a CEC-approved HERS provider using *** *** CEC approved testing and/or verification methods.and *** *** must be reported on the CF-6R installation certificate. *** This b�uLlding incorporates Tested Duct Leakage. Target CFM leakage values measured at 25 pascals are shown in DUCT TESTING DETAILS above or may be calculated as documented on the CF-6R. If the measured CFM is above the target, then corrective action must be taken to reduce the duct leakage and then must be retested. Alternatively, the compliance calculations could be redone without duct testing. If ducts are not installed, then HERS verification is not necessary for Tested Duct Leakage. This building incorporates either Tested Refrigerant Charae and Airflow ,RCA) or a Thermostatic Expansion Valve (TXV) on the specified air conditioning system(s). If a cooling system is not installed, then HERS verification is not necessary for the RCA or TXV. MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 6 MF-1R Project Title.......... RESIDENCE OF THOAI TANG Date..10/22/03 21:31:57 MICROPAS6 v6.0:1 File-TANGTHOA Wth-CTZ08S92 Program -FORM MF-1R j User#-MP0820 User-D & N Associates Run -RESIDENCE OF THOAI TANG ___________________.______-____________________-_-______________--_________-___- b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. . SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES ------------- .__________________________________________________ Design- Enforce- er vent 110- 1-13 : HVAC equipment, water heaters; s.howerheads and faucets certified by the Commission. x 150(h): Heating and/or cooling loads calculated in accordance with.ASHRAE, SMACNA or ACCA..... 150(i): Setback thermostat on all applicable heating and/or cooling systems. 150 (j) : Pipe and Tank insulation 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-12 or greater. 2. First 5 feet of pipes closest to water heater tank, non - recirculating systems, insulated (R-4 or greater). 3. Back-up tanks for solar system, unfired storage tanks, or other indirect hot water tanks have R-12 external insulation or R-16 combined internal/external insulation. 4. All buried or exposed piping insulated in recirculating sections of hot water system. 5. Cooling system piping below 55 degrees insulated. 6. Piping insulated between heating source and indirect hot water tank.. X_ *150(m): Ducts and Fans 1. All ducts and plenums installed, sealed and in- sulated, to meet the requirements of the 1998 CMC sectons 601, 603, and 604, and standard 6-3; ducts insulated to a minimum installed level of R-4.2 or enclosed entirely in conditioned space. Openings shall be sealed with mastic, tape, aerosol sealant, or other duct -closure system that meets the applicable requirements of UL181, UL-.81A, or UL181B. If mastic or tape is used to seal openings greater than 1/4 inch, the combination of mastic and either mesh or tape shall be used. .Building cavities shall not be used for conveying conditioned air. Joints and seams of duct systems and their components shall not be sealed with cloth back rubber addhesive duct tapes unless such tape is used in combination with mastic and drawbands. 2. Exhaust fan systems have backdraft or automatic dampers. 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. 114: Pool and Spa Heating Systems and Equipment _. Svstem is certified with 78% thermal efficiency, on -off switch, weatherproof operating instructions, no electric REMARKS CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 4 CF-1R Project Title.......... RES IDENCE OF THOAI TANG Date..10/22/03 21:31:5 �-h-CTZ08S92 Pro MICROPAS6 v6.01 File-TANGTHOA t ram -FORM CF-1R 9 User#-MP0820 User-D & N Associates Run -RESIDENCE OF THOAI TANG --------------------------------------------------------- _---- _ COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title-24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features Modeling Assumptions section. DESIGNER or OWNER DOCUMENTATION AUTHOR Name.... THOAI TANG Name.... LAM NGUYEN Company. Company. D & N Associates Address. 4906 W. FIRST STREET Address. 12277 Baja Panorama SANTA ANA 210-2880 Santa Ana, CA 92705 Phone... 714 210 2880 Phone... 714-538-3828 License. Signed.. G ,, Signed.. 22 ate) (date) EFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed.. (date) MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 7 MF-IR Project �Title .......... RESIDENCE �OFyTHOAI TANG Date..10/22/03 21:31:57 MICROPAS6 v6.01 File-TANGTHOA Wth-CTZ08S92 Program -FORM MF-1R User#-MP0820 User-D & N Associates Run -RESIDENCE OF THOAI TANG _______________________________________________________________________________ resistance heating and no pilot light. 2. System is installed with: a. At least 36 inches of pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spas. 3. Pool system has directional inlets and a circulation pump time switch. 115: Gas -fired central furnaces, pool heaters, spa heaters or .household cooking appliances have no continuously burning pilot light (Exception: Non -electrical cooking appliances with pilot < 150 Btu/hr). LIGHTING MEASURES ----------------- 150(k)1: Luminaires for general lighting in kitchens shall have lamps with an efficacy of 40 lumens/watt or greater for general lighting in kitchens. This general lighting shall be controlled by a switch on a readily accessible lighting control panel at an entrance to the kitchen. 150(k)2: Rooms with a shower or bathtub must .have either at least one luminaire with lamps with an efficacy of 40 lumens/watt or greater switched at the entrance to the room or one of the alternatives to this requirement allowed in Sec. 150(k)2.; and recessed ceiling fixtures are IC (insulation cover) approved. 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I 'r I .. . . . r 1 I �� . r r I 1, j, 7. � - I ,1 I I . _ r r ' � r. � �, r , . ;,Q_ r r - I ' - 4.. - se for asphaltic areas srholl be co p , �,' � .1C. ��m - ht of I eld , cted F911S -s `dtF b . , , , cted through. out ,tbr Q , " h ," "e , o ': rot 'murn f. 90% r tive, Aensil , A49rente bo . M a 'r . . r � ' ,,, r . e . ".. , , , , ., , ffi ".,.in I . '' r' . A *, ,W � I . _ , _. , * 'it' I'll ' , r , "fi'r � 9 'bijildingr &rd, 7 1 '".. ' . I .�. . I , ''I . I d'�, _ , 0* � , . � , . I 1 a.t I , r xl , � . , y (M.1 " - roved to f . be rdi I b . No. t - �46 Ve Mf , Y. I 1; ,�', �: Um d, b 0 , 't id P1, - h '14r- . , . S11 Y. 9, ... -1 - .I .., r. , .. , Co.d'e gt-�An .. r app, r �.:. . I I I I . I I . r: : ,.., - . , "" - e4Z4 0 by, . . -' f! density " unttorm' � code- stan' N no. ' 70." 2 � or approvec ,equivolent* . . . r � r . � . r . � I I . . r .. I . I - I r I I � I . : I . I I . I "I I & I I I . 1. . , - . . I ,.� . . , - , . ^ I , � C 'i , reat'e '.ahy #ellch�:rr _.'� XCav ,, I ror e ,h , , �N ,"rroritraeto � 1-h-411 not' C . � O_tion� 5� et or more wit .,out the nece. ss.ary. permit from the State of California . r, I , . J . . I - I � I . . I 'I'll I r .1. � r r r. " ! .1 1 4 . _ f�. , , I .. ,_. _ .., � , , "' , et I . � . 1'. S� r I �. . ., � NVII ,of " 'nd0*f0 .6fe,y, r. . - ' ;- � . r . r , I I., I . � I . . . . rr ': r r . . . � - r .1 . 11 I � ��, , �9. � , _ I .1 � ,� . r , , , ` ' , q r - � ,dfl,-,_1* invoti at. , b� . r . - . I , . , q , nrical En( -etormine I , ' ,r, . , s, op td oth 6ring and ofter gradfn� by the Ge tech , if any -slope stabilit i All c ut r ad � !�� .' �� f;�, . r. , � ", . .r I . .. - � � ,i., ` ' '7 � ._ - . , . _ i gineer to .d ... �y . - - , i Ai%,N � . . . I . , . I r � . . �� - , I . I , 1. 1, ose any geolo, 1cat geotogir.of ho ards the Geotechnicol Engin r ,.` , Ji ��'rej�a* r '9 ,h` �fdbii . '. . eil. ( I . r :� _ _ r . wms or potential Z ee shall submit , S.-'., $fl[4 : �tt-@ I _ "� 07 , . I I - . .r I r " .� I I �� .. . ,, ,:.! I . I , 11 � r I r . .r,' . , r I , rr , . � �, 11 . r a . I 4c , I rid to I ifii C ltn0Iiir * fo . ity . . 0 ft .1 � , . � . .. � . . I I � I 'Ir I . . . , ". I : : , , I . I , � � �. r I - � r 10, � ' . I � Ir �, . , -6 - -tee is. resporIsible: for ,dust control metsure Ive sites at least twice dafiy. Th -permit , s. Water act' , . . I I I � � I . . I 'r . . I I I . I I I I r � I I I I . . � . - � 1-1. , .. . . . I r I I r . . r .. I . I I . . - The..jocatin '4 rp fro ,- e I xisting Utilities 'is the re,s fty: of th.e. permitte-io . . q �"O�n , r.0t0ct_* n. -of' all � . � � ,ponsibill � I . . . � '. I . . . rr . . I 1. ... I �, � . I I �� . . � I . 12. � , � I � � . . � r . . r Inc. ludri r 11. . r, it I ' -it ,, , X In ..,,mbiril enan , I . - � . , `d� i one-holf mile .of human 1, shall not be conducted between ,,�r inj ce: of equipmont w .-h occupancy ,. . , ' � 9 . " � � . �'r I � 11 � . 11 . � � . I .1 I . , . I r . ,:. a."J. . . . . . . '0 � he� - '�r�,7� 00 � I . � 11 I I I I I I I . r - I � . .. � . � �� 1 I , . 113. I � I I � I r I I I . I . . . . . .1 , r . � I , . I— . r. M : i shall giv 'o'ble . notice .t.. I I orini" 4 . I The ,n % r , , I he own .--of ." er 1 , I � .. . . .. ands and buildin r excovotions which . - per-, � � 1. t reasot. , . , - - "I I I ' , 7 ' - , r "' ';,". ' . _a .t * 'er, th, ad,11 _ . _gs prior to.begirining - ' " ;. ". � r . . . . . . 1. . I r', , _ the _ � .., � 1� ' - _16t � .�.r, � , , � . . , 1, . . , . 1: , r. 11_ I- rtyr � ad, r S h int-ende depth of excavation and � � r. � r e r'q t S�Opl:�o Im , rope ,.. -ice ri �� � h4, r r M(Jy(i,f.ftt: �th '*erdl rand �su I _rt of, � �� r . , f I ' �, _,r I � .1. r ., ,� � . r'' -_:,�' ' fW666' f ' .r Ig ,tot halt state t e. . d . , � , - �, r , � �, 1., ' "r - " 'The ? I r r . . . I I r,:. � �. A.4 ^ ,I r, , .. .a d rty t 1. , rl� r yo,to in ', en owner all b� '. ., , . a 0 . I I ' - ` - - . er t'11�� . " . 11 1111 * . r r ,,,� 1 I ,� least' 30 day n reasonable access on the permitted prope exce , -an comm , ces., M 6 '4y . _ I .. . , r '. :, . � . I . . I I .1 � I . , . I I . . 'S_tj - - � 'fr �M . 'tjd 'Ji-S , . 6t, -hit ' , , ire, j he , U� I r s peotec. ed tow. ,e r: 6,trh "" � , . so 4. I - ,t p , r . I I r r. . . � I : I � I I 1. I . I � . I , .- . I �, � I I � . I I I . I . r . I d 1�1'6*f "e C I I th,to_f�igh ' r r, - " � I I . , � � j , � . . . , - re, m- I -o , 'ittee 11. tot I. avrS$#1 . � � . ,r r oter, however, in any cas , All I existing �' 2 , - . �. - 1. the sitre shot[ ., �. aim pen to han.die the storm w I e, the rp#rM , ' r * � .111 . I . . . I ,, 7 shall bi lhw r I r ;- r r - - ,§ e bstru'cti ;'natural drainage patterns. . . . -It'd e fdr any - � 4-oft e 4u -to o r I � I I I r I I � I . I I , I ., I r � � I I 1 15 �, � � ' . � I , , I r, a I _t,.' r 't* ''I ' - rd ec. 104 I shall be provided and, maintained during the rainy season and shall be in r placed at the end , �ppr r, Ve,( r �,er 'r I I r A r , f - . ,,9"sion I I . . r . . * - : '_o,rr ' r ��Ovs� 4! _r '"' ' . � I r I I . I � r � Of , , I each 460 ;W i �roper. ,,oIr measures must be shb W�n on the plans. P da'ntr . �,, 1. .. . I � . I I I r I . . .1 I r- I I ; " � . � . � 1,6i . , I . � . I I I . � . � .1 c i r. 'i S i ion that on anticipated storm does not carry wastes or pollutants off the It. ' fi C' tondit �Ctinstru . 0 ,Shall, �be m, airitaifleCf -J,h "t �e ' Svc I ; , _ ? , I 1. - I " . I I I e � : I r . r. I ! . . I r'. . I I I I I Siltr6. . . r , I � . I . . I . . I I r ' � I I I � I I 11 I . �. : I I . I . I I . . I I r I I r r I " , I � k . 11. h . � .1 r,,; 11 � - 0 co st r ASc Ofwl.''Or', M Z eriol . other then, st rm wottr- ore all ed only when messna, foruperformance and comp .. .on f ,on ruction � fr. 'a . o1w � , I . , ,. it- I I � ��'. ,, (.,,,. � " .6 I ", , , � it o;� , .0 -fty r let . -a- 'Cause -to' st�n&rd _' - �i ' . r . . I I . � p%,e, ,�ftift .4^ . pr0c, Ic I , I I I � t , iia viiiie they do 11 Yntribute se threaten to cause . r 6 violation of an' a or c( � . . r Y. V, - q, I . _ .. .. , � 'r I t.-& , C _ , � I . , q 9 ' . r r I r � � I . r rr . � 1. �: , , . il t* �_,. .,. I , , ': � , - " - 'I P" . u Federal Regulations 40 = omi-A, cc or contain a ty r& 0 , 11 . I ion, or rfuii* �der It -, � s substance in a, quanti , portable . .13 � � V 11 - - 11 r I on a h� zi � � � . , " . . I - - 1 DWI I . r . . � I I r . I I . r , � . I I r . I dn'd -3W: . , . . r . I r . . I I I � � , I I I . - . � I I 1. I , I I . X I - - r � r � r ,.I � I . . I I I I I r . I r .. . . 1, _ ' ' . 'ited rto, Soli . . . 't , " _trfU I , : �p �� 0 , S , A 'JiM 'd -or liquid .-chellf ical s s , as. 6 I _0 I'di _p 3 , 11, .'.- 6 6 no ipill, ;. ,w te fr t , st&s, sealants I ' tid 't vt4:'ra�re� I I am pain S: � i es , ,,,r , , , flokes , , r , � - �, , � 6ti I 10 ,ud , r b ' _,,,, r. f 'd,. r 'rrr* f ' ,III ib � ti ;� & _ , r �y , . - ij& . ��,h,�, 4 , , r . _ . . , r 1 . r _,;: �: _*J . - , , - , , _ i , , " - 4,� f 1,' , 'i N Trogment I .. r I I r' . I : 11., I I I . . I . I .. I . .11 " .", � , � , iber, stucco I r -s- Woo ,, r ,i,es�r ,� . 'Solven S� a - . oils,. U. icants , r, , s- 0161f _ � or vets I r I , ,ri - .� 3 I ... 1, - i .,: � 0''t C0 ". .SI, PeO ICI* 40 lb � 4 - ' 1 , , . 11, ,, - I i. 0. roservi � ir �_� . . I _t. I ., ". 11 ''d o " �� h f � -, . . � , i � - I Ir, _U1, mon� 'Was Wo ,or - I rete _wdih W' r , . - � 1-106; Mi ZeIrs ._e ler, �t3n&' , a q I _ I h t' ' ' dnd - lc�'h6 ete detergent - 1"i ,� CIRs i .. ,. . ' - i �' � ' ,. . .. . " .1, �. � , I I . , I ,, �,,,: ,,-�t,, .. . ,�Oho : Q)1y .111� � , � eg I -c hiorinat pot 1eqWipiment ' .. a. c oning or them .,,' er ed, able water . .. 16 � de, f ng, and SUP. �� � � ite M ,.,. r.. I - . . . I �. .., I I r . � I I . � I � . I I I � .1 I I . 1. . .. I I I I 'r I I 1, . ''I I � 11 . � � . . I I .1 I . .1 �, . I � � r . 11, 11 I I � I I � I � . . . � - �: .. , r I do - -disp I ` - r _, -0 � ocleo if idd ,and* controlled. temp y ,area ort-Si'tre, physical Y r :9, co ft,trum ip - , . fell M. terlolt shwid � . I Pr � . . I al: df"rr _rft I . . a , , , � - ' . r , . . � Durin 1. , ... , , , " , . r I r I I Irl ' � .� � "I � r pror I I r, r - ' as*J "' . ' " ' - 1-�,�i I �1' � "i it-. " . � � � . I I I 11 I I I .1"'r. , , t _ - _�_ r. ,,�rssl)ec (I e ,�w , r federal requirements. . f rotri �:p , on ' , i . - , wo .. ib , , , I— . I 1� : n r �'t r n - ff -with U.1t, ,C � "h ti . ' .,,e r4 - roote dispo, a r� In . �acc6 i oc , statii .and , - .. - " : 1, �al S rorm � Ir, r r I I " , I ol ,r . � I . r . I I I . 1, - I . I I I . r . - . I 1.� � I � I r. I : 17. I . I , . � . . r r . I . I I . � . r . I .-, I .. . I .1 � � q ' r I . I., 'Ir - p'd w r teir *`or & h ',9 ,contaminated, Isoft via surface trosion. is, ,p waten*nq Of Dowde-ring of -contdinihated groij .,.a isq, orgin - , , ., � � .rohibited� De - 11,;''.,�. ., 1. , r, - , _ . 1. " - 4., . . . . - - x 'in , . .1� , ! , .1 I ' ' I -1. . : � . I I : 11 � I , ,,.,r I ... . , ,,.: r bM I , ; - . , �� f .- , I � . . I -cop - --' ro , �es, ,r " 'n ional ;�Wftd.t d schorge 61 ination * em, perm rom the if it f It _at .0 f0q,fAff . I it? ,f - respe ,non, . ,, '., . d 1� 'a oti n i . ctive � S ate , _� I rr'U". *ator . I , ., r , . 11 � , It � 1. I I . I � � I . I I � '', I I . , r � � " r , , . � � 0 0 1 , I I � Al #4 ; � : �? ,r , I's . � I C . . , , . I W ,er I Do It . . r � . I I I I I I . I ,r . I �. I .� I . I . , , ;' � � I . � ,r I'll - p r .. _ � 1�'& , r " ; .4 � I I � r I . � , � � r . _ I irt . � , r Ir I I _ So ,ld ' . , , h I- .r or export- operations shall be � , any , Y , � . . All ,,d 1. �o_ ee I . ie, - - . � "..111, � ipilled pri p blic str � ts ,dwing di i.0 � , , ,yr r�, ,it r r � 'E rr' *, r , , � . 11 _ *C, _ n - " ;M"lr,,- . r- debris 'depbsite or i up, , , , ''o r � � ..., r .ra. 111% IINW , bf - " . , �,,r � " ' 'to 'Me 'Up ' 'his " " . I .0 . I . " I I � r . ,e,rrr _ " , _tion .1 a bcont-ticipt6ri , I r I or c s IM on . . O' jf�,:, Contrattot S4 il , , riginexer'r I . s th.j 1, W I C � I � didte.ly b a . � .1 61e y , the eve _ ,F C ppo I i - I I � r ' r .. - .1 . , ; rC �'Iif �: 't, ... � , ' ' *0h 'rodi '" . . . .r . I . I ot , , e I . q I � I., Use the tif SUC , houll 69, or expoit work by urf th tty .fi t , I 1 ur"t .0 Q; ", . . , . . .ifine as $0, wl _ e Co s r . d 6 for "ing �ail r U . 4 9 , �. Z" ,, r . k 1: 1, I I �,, , , , I - Stf � " '. i%_..r I I I I . I . . �0 , Ott 'or , 4 . . . I '. I . I I . I I � r I . 11 . I , . � I , r . r . . r � I # 19 I I � 1. . , � - I I '.1 r I ' , - I r S, Zft( � -1 - dirt ' 8 , r r r, e motertols ore to be covered or should - maintain a least two feet of f reeboard All t.uck" . IATI A 1 064, oil, :,Or other foos I o I . - P . � .1 rr I .�, ,�', I . "I 1 . . I I � r I I � _ I 0 ,� d', , r', � � �.. '� ' .r ''�`rt-r 'C i , .' Sic I � I It 23-1144 , *�,Wjl. 'i I , r ,. VC firl 0=111 I (it" , I reqotremerds CA I z T . � I . I I I r , � r I . I .1 . . . I , . � , r � I , 11 . � I I.. � :, . � � . . � 20--.1 - - I . . I I I I I . r . r is ' ' . ,� . ' I 'r " , "' ' r r of , am JOS r 0 U . respo, at, ,, � e - repat all d ' * ' t p* blic properties that are caused by the work on -site. Repair � Controctor I ,n ible .for' th , a r , ',b ' ?I I . 11 11 I 11 , . I . � � � tr'C". - . I � .0 leti" Ah s fo tt In U$t p rid, ,gineer. , M I to e o6s, c on of' the ( �, n ' t I I I . I r � , I I I . .r r r r ,.�� I r. 11 r . I . I . 2 1 . 11 I � . I � � I . . - r' Minimum osphaft.,povernerit section shall be: r I . . . I - .1 I I � I � r . . - - Com, mercial and'r. '1",'dv*ioI. . I.. I , I . � . , I 1; � Parktnq,�,Stolls = 37 kC. over,,67 A.B. . � � 1.1 I . : I I � I , . , , . � r I r . . I OF � q'isles = 31' A.0 over 1 0` A.B. . * I - I . . , '.. . I .. . .1 I . I . I . Multi -family* I I . . � . . I r r � I . . � . I` A.C. over 4" A B. . . Park. ing Stalls = � . I . i , I I * I I I � r rr'. . � . r I 'r .1i r Drive.. roi$ . sles - - 3 A.G. over 8" A.B. I . r . . , . � I r r I I I I � I � 11 1� . ,,. � . r. I. I . I I I I . I . I I . . , r_pr 1_ ot lea] Report' when thicker Section r Ire . Or er th&,Ge . , 'poll r r I is requi d.. 4 I I r I I I . . . I I . � � - . r .� I I , . I I . � I - r I I �r 1 22. : . � . I I . I . Earthwork. Volumes: . . � . I I r'.. , � , . . I . , I . I I � . . I . , . � � I . t r . . � . ,cut . , : Nit. I I . , I r . . r I . I � . . I ", I r I . . . . � � I I Fill : 400 cubic yords � . I I - I r r r I r �� . .. I . . . . r' 1. �, . 11 � 1. r I . . . Net ,. 4-00 cubic yords . � I . . . I . . . . . � I ,. I . � I � r r .. �, �r� I r r r . .':�� I . I , . I � . �� rSUbr'n A routes for approval if net, v umes exceed 5,00 cubic yards. ' � � . I '' It hou I . � . r . I r � . I I I , . , . . . : �� � I . * . I r '2"S. I r I � . � ' I , Separate pe"i ,ity rBuilding and Safety Division for the construction. of retaining *oils, lights poles, I , I I its: must .be obtained f from - the C . � , . � I . � ... �. I . I r r r I � trash enclo.suries, on, �,Ielte plumbiq ,and - all: building structures'. . . . . I ,.. . . I I r . I I . . . I T . 24, I I I . - r .oil wot6r mete I . Pria to . turning. ,rs (domestic and irr-fgation)-,, and /or fire. services, arrange for ief-stallation, testing., and certification .1 .1 I . .. .. r I 1. . I , I . - - r I r Such 6e 'ces ore �sbown on the project plans or not. Approved bockfi-ow of all needtd O*fl,OW� protfIttionr .devices wheth VI - � ,. ' Ir er . � I ., . . , 'jiia" ',' � � � . 1'.� I . ",' protection 0ovices will e in lied '0n*iiois1te by ther develo , r in conformance with code regulations and City requirements. b " I . I I ..pe I ' I 1. I I . I I . � . . r . . r . 1, .1 I I I r' - , , ' . . , , , . � �541 for ssistahcer. Utitod'Torn, Dix at (714) 647-3 a � r I � - � I I r r r r 1. I . . r I .1, r " . r r I r ., 'r . . � 11 . r . I , , . : I r� , � I r .. I I I �, .11, -, .- r 11 I -, , � I . . I � ,r I . I I . I � . � .. �, � . � ,r I 1.1:;_ , , I ir � � " i . r I �. � . I � 7 _,�', r., I I "I" .. 1. , � I I - '. "I I . . . LEGENDt . , r - I . ,,, �11.1 .. I r .11, I � I I r I I., . . . I I r I I I :,� .. w � � � F.S. , : r I � . I �. I I 'r 1, I ,� � . . I - r . . I I I I I . , I r . FINISICSUAF�M - I CATCH BASIN . . , . I . I . E .1 I I .. , � I � 1, PiR ' ' 1. . . � r �FLOORr F I WSH r , rr I - . , , - � ,,,, Ir . .. I 11, - I I . I r I I r I r : - r I ' . '. 'F, G` - ' , � 't r , I � . . . . � r . � r . I SWALE FLOW,.'NE it I I � r F 1-SH : -0 1' . , , _ , . ,A 'IN ' ' ' ' -0 � � "I I � � r, I I r ,,, I ... �, I . �, � _V 1. "I . I , I ,� " ; I 1.11 '' ��' - I I ..: . � I I . - . I . I rEl,,� .. I r /_,%�../ EX. CONTOUR LINE r , � I I. . 1, .1 . � �.r.,�r.; t �: �_ *�, " .r ' - -) . (t r, 'i r� i- I 1. 1, ' . 1. I - � I a- .1 . Ir I I b( . r I . 14"O DRA[N :PIPE I I I I .1 . I � . ,r, I ,� � ". . . 5 . r I � � I _ I r . r. r� r . 'PIG _ "' I - T' I 1. I - 11� I . ,rr - 'Ir . , �!, �! � f, 1: Z . � . � . I Irl _ I .- . . � - � :8L � � r. fop�.,��' �' �D '' 1: Z , :: OF r � - : . . i"'-'RA`rr_ r ,. Z . NEW� OCK WALL FENCE I ' 'E . . r . . , I , - I I ,:." , . ... I. t . '_ � I I ". 11 r I . . INV 'r-, ,::: ' � I I ,r . . I � . . . I . . - 1* . r . I � . � r � , E, T �, j_ � , INV -R, . ,r r .1 I I I I .. I � '. E I . - -X.'fQa LINE . ". I I . . r � I r r . I �� � 11 � ,�� . . - I I I � - r. -1. � 1. � 7. , . . I � .1 I . .. I . I 10P��,.OF fpO* I I . r 11� I . I r .. . . , I r I . EX�, BLOCK WALL . � � I ! I !_ I I . r , r , . I �'. .; - I . 'r��r , � . . - r � r �_..T 1, . , . � "W", I � . I . I � � . 1: TOP 'OF, IVAL� 11.11"' . I rr I- r - �, .. ,r I � � I . '. � . . . . I I" r : I I ;.111 .I. . r � 1 � I ., . r " . . I �', I �� - , ., � � '. r ,H � ,P ,,,, � . 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I . r 11 r � I . .� tr , r: "; I .1 � . . : I ' r rr * I I I 1__�__,81 , �. �. � I � � � : 1. r - �, 4" . - � . I I � .1 . r' I I . . . . I . I . . . � . I � . r . . I I , - + I I I . . I I . - . I '. '. , , r� r �rl , ., Z-1 To. 140" ., I . . . , , I �., " . r . Ir . I . . I I I � . I � . - I I - 11 I . I � . 'r I . . . I , .11, � I I I . , , � I " ,� I , � . I - , I � � . 2t2LW2E_ �jo' I I � . I ,. I . 110 r" �� � , i r . ,.'' . ',,'- � �ml: -, �": , � - 1, I . I I . i,.i,460. . , � . __, -_ . ., �,:.___ 1- ,'.,_.1_111 . � .. ___ ,r, , I r , Ir r � . 00mmoO.- !0 0 .1, . - I - I � __ :; - 'r I .r r � r I . . r Ir ... "I . , 1�,. 0, 1- � I -.1 t . . . .�. . . rl:�� 1, .:" % I � ;, 1;�, ': i � . . , .� � . . ,, �_111� . . r � ,'r " . I .1 . . . . , I,— . I r I I I , . I . I \ , � I .r . - \ ,� . - I I . I � �, r . ,. . , . .1 \ I I I . . , r r r I I �. � � . 11 . I . r' . r r . r . . r� . I � . r . I I I I .. . I r. � � � r I I 11 , r r � � Ir r . I I . . r I I .� � � I � I � . . . I .. . I r r . . . I r , I . _-____ I I ----- ' - " - ' --- "' - --'- ------- ' � I "I - - -------I- --r- -,----- r- -- - - I - 1 ---,_ _ I - __ I I I -11 - - -__ ---------- I I—— - - - ' _-, —, ___ _ "I - -1, _r ___ . .1 , � . I . ,-FES I CO. q i :: F. 1, U�rL.tON NO! - - ".. . , _ _ . . N WATER: . . .A*_�. � ( 1 .1 EXIST. 1 " WATER SERVICE AND METER TO REMAIN IN PLACE. N�� . � . (�) IN -STALL 1" WATER SERVICE AND PER CITY STANDARD #1 401. (BY DEVELOPER). g INSTALL 3/4" WATER METER PER'CITY STD #1401 ' -( BY CITY FORCES, UPON APPLICATIO FEES.) (3 REPAVE THE TR ' ENCHED AREA PER CITY STA #1150A. . NOTE: E30RING OF 2" AND SMALLER WATER SERVICES IN LIEU OF TRENCHING IS,ALSO ACCEPTABLE, BUT POTHOLING IS REQUIRED AT ALL UTILITY CROSSINGS. � .. . . 1 _4� U5. EXISTING F.H. TO REMAIN IN PLACE. . 1101MAM � . I � . I .. . I ,� I � , ��� I I . 4 . . . . 4 . . . I . . . . . . 1 EA. . . . . . . . . I . . .. . . . . . . I . . k . 3 EA. . � . I � I . . ,. . t . . . . . . . . . . . I . . . . 3 EA. . . . . I . . .. . . . . . . . . . . . 180 LF . . . . I . I . . . . . . . . . . 1 EA. /_,�\ UO EXIST. 8" SEWER LATERAL TO REMAIN IN PLACE. . . . . . . . . . I . . . . . ... . . . 1 EA. /'� Q1) . ' CONSTRUCT 8" VCP SEWER WITH BEDDING PER CITY STD. 1150C. . . I . . . . . . . . . . . . I . i 207 LF 0 CONSTRUCT SEWER M.H. PER CITY STD. #1201. I . . I I 17 �-, 'I, . _ � � I- . � I I - @ . . I I REPAVE TRENCHED AREA PER CITY STD. #1150A. . . . . . . . . . . . . . . . . . ... 110 SY /1-1\ Q JO CONSTRUCT 4" VCP SEWER LATERAL PER CITY STD. #204A. . . . . . . . . . . � . . . . . . . 72 LF 10, . . . CRISEL LETTER "S" ON THE CURB FACE TO SHOW SEWER . . . . . . I . I . . . . . . . . . 4 EA. LATERAL LOCATION. . .. @ INSTALL 'CLEANOUT TO GRADIE. . . I . I . . . . . . . . . . . . . . 4 EA. C. STREET IMPROVE ME . NTS, @ . i SAWCUT & REMOVE EXIST. CURB & GUTTER, SIDEWALK ANO DRIVEWAY� APPROACH, . . . . . . I . . . I . . . . . . . . . . 390 SY C8) CONSTRUCT DR IVEWAY APPROACH PER CITY STD. #1112, . . . CASE 2 (W= 1 4. X= 3 , ) . . .. . . . . . . I . I . . i . . . . . 71 SY .4-N. U9 . CONSTRUCT CURB & GUTTER PER CITY STD. 1101, TYPE A-2-8, . . . GUTTER MUST BE POURED AGAINST EXIST AC PAVEMENT. . . * . . . . . . . . . . I . . . . . 270 LF .---. UO . . CONSTRUCT SIDEWALK PER CITY STD. 1104. _ . . ... . . . . . . . . a I . � . . � 177 SY I C, REMOVE.EXIST BUS PAD AND CONSTRU!CT NEW 12" THX. PCC I I BUS PAD MONOLITHIC W/ CURB PER CITY STD. PLAN NO. 1108. . . . . . . . . . . . . . I I I . . 120 SY @ CONSTRUCT TREEWELL AND Pi -ANT STREET TREE PER Cl TY .STD. . - ' 11 24. FOR TREE SPECIES, CONTACT: GREG FERNANDEZ 0 (714) 647-3,3.30 . . . . . . . 11 . . . . . . . . . . I 1 EA. 1."',%. Q�) IN -STALL, 12" SQ. - CATCH BASIN w/ . NON —TRAFFIC TYPE GRATIN�G I I . . . 8 EA StMILAR OR EQUAL TO NDS MODEL # 1210. AND INSTALL PARKWAY . . . . I . 0 . . . . . . . . . . . CULVERT (N=1) PER CITY STO. 319. 1 00'"," Q4 . COLD -MILL 1 1/?21' TO 2" EXIST. AC PAVEMENT AND REPLACE WITH 1 . '). . 2" AC WITH 2, I 7,a LATEX OVERLAY, FROM CURB TO CURB ENTIRE . . I I . . . . . . . . ... . . . . 1. 2-600 SY FRONTAGE. . . I I � .. . @ I RELOCATE EXIST. TREE PER CITY STD. 1124. . . . . . I . . � . . . . . . . . . . . 1 EA. , , , " , '11,11, . � RELGCATE EXIST. BUS SIGN. . . . ., .1 .. . � . . . . . . . . . I . . 1 EA . I . C. EARTHWORK 1. CUT . . . . . . . . . . . . .. . . . . . NIL . 2. FI LL . .1 . . . . . . . . . I . . I . . . . . SEWER NOTES Standard sewer system notes, including but not limited: to the following: . 1. The sewer system as shown on these plans She[] be constructed by the Developer in accordance with the City's Standard Specifications ("Standard Specifications for Public Works Construction" (Green Book), as last -revised), and s and Standard I Drawings for Water and Sewer Construction". The Contractor shall have a copy of each of these standards, as weil as a copy of the project plans and specifications, on the job at all times. � 2. The Developer sholl furnilSh, the City's Utilities Agency with recorded Easements. for all portions of the sewer system outside the street . right -of -way. . . ' ' 3. The City's UVility Agency shall be furnished with four copies o.f the approved construction plans. prior to the start of construction. 4. The City's Utilities Agency Inspector shall be notified at least one working day prior to the start of construction and any subsequent required inspection. Phone 714/647-5074 to arrange for inspection. . I 5. A preconstruebon conference with representatives from all affected agencies and the contractor shall be held on the job -site at least 1 24 hours prior to the start of construction. I . 6. The Contractor shall obtain oil req�uired City and/or County permits prior to the start of construction. . � 1 7. Stations shown as (0+00,.00) are sewer stations and ore independent of all other stations. Sewer lengths are calculated horizontal di -stances along the center of the sewer. AM manholes and other important points shall have an equation showing the equivolent . . street. and stationing. . 6. Sewer mains, manholes, and house connecion letvrols shall be installed- prior to paving of the streets. . 11 I . all verify the horizontal and vertical locations of all utility crossing and points,of connection. to the City's existing .sewer system prior to construction of the sewers. 10. All sewer mains, manholes, and house connection .laterals shall be staked by a licensed Surveyor, ond.a complete set of cut sheets s to the Utility Agency Inspector. . 11. A separate house connection lateral shall be constructed from the sewer main to the. property line for eq�h individually owned dwelling , , . . I I I . I . I unit, unless otherwise specified or approved by the Engineer. Construction and location ,of all- house connection laterals shall be in accordance with the City's Standard Special Provisions and Standard Drawings. . 12. No . facility is to be backfilled until inspected by the Utilities Agency Inspector. . , 13, In order to t accidental use of the new sewer prior to completion .and .occeptonce of the work, the outlet or frilet to existing Ir, i 't s .1 bo,,Appr;6�ed by the Engin er. Plugs fie -in manhoO(IST shall be seciled with broken brick and mortar. Installoldit .,of *the' e, plugs shat .. . e It .1 . shall be removed at the time of finot inspection and lines cleared as d*yreptod by tht inspector-. - I .1 ;I high ISS . . . � I , urb face. 14. At all locations: where sewer lateral crosses the curb line, a 3 shall be chiseled 'n the c � NO.] 10] DIA . I 1. 1, 1.,04_#1 M � � .1 I I I CITY OF SANTA ANA APPD. DATE ' WATER RESOURCES . RECOMMENDED: 1. . 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"' , , � 1'� '_� � - � — . � _ — — . — �_ � , ,- ., _' I — . — I � I — " , — , — � C � — . 1� �� �� , , - . . . . . . . � . . . . . . � _ — ,_ 1� 1, �� �, �. I .1 I I I . PROJECT ADDRESS : 3-1 ,32-eS. EUCLID STREET 0� — SANTA ANA, CA 92703 D UNDER THE DIRECTION OF: "I to a , , , 1ST STREET 1, .. N ,__� I . (n - - . I PROJECT SITE I ; 0 L J � � . I 10__ � Q� "I L . . = I LU UJ �X.- . P0_ Di 0 BARBETTE AVE. - , I . 0 1 1 1 / I , I .10 � _J . 0 , . . I I . � I � .... MC FADDEN AVE. VICINITY MAP NOT TO SCALE I F.L. t 2-"or SLOPC P SWA 91 'S, !� jE ii a ___ . _�,e � .1 /N.) (A4/N �1\ _:10\1 CONC. FTC.— 2000 COMP. STR.C.28 D 0 I,,. 3#4 CONT,BARP .11-1 I I . 300 1 - I �_ P 01 I I I � . I ny NOT TO SCALE BENCHMARK: SA-313-83 YR, LEVELED: 1992 EL (NAVD 88) = 65�495 FT. ESTABLISHED BY ORANGE COUNTY SURVEY 1983 IN THE SOUTHEAST CORNER OF THE INTERSECTION OF EUCLID STREET AND FIRST, 50 FT, SOUTHERLY OF THE CENTERLINIE OF FIRST STREET, 63 FT. EASTERLY OF THE CENTERUNE OF EUCLID STREET. SET AT THE MIDDLE OF THE CURVE OF ET AT THE NORTHEASTERLY SIN . NOTE: - NEW CONC. EILOCK WALL TO BE WSPEC BY THE flLbG. DEPT. AND TO BE BUILT UNDOR A SEPARATE PERMIT. I 1_�, CL R , U_ a 8 41 n 0 SWALE . -1 . cl�plp�, �* 1. 9p, ' S _� P61N 11 '�`,,, (_,lit,7Y OF, 3AUN'.111 - il I . "I '11-11T I f-I , S "ENC,X . III', � , , 01"InU-"14,� WORK AG 91 I f� A,Plk -I— ,111111 ',"�`ORII IN , V D11117FI—D, 10 In A -- ,w 4 ffR,-,,c-wraaia GRADIIN0 . '; , , Z�, �, / (__ � , f f 1 IV O.- ,�� _', (S E I , "`�` � .4 1 '46'e,4r, " DRAINA � , , w." �', � 'ZI, , � 'g, lik -, � " �, � , 'k"I "500"JIM." AM 0; � 1, , I V ,I;, -g-t—of 170h "l, - ,� ,s � a . , 5P3.11V I i , '' " rrittowsmi-EXTS .1 � , I m Re , , ", I N I I t. , , , �o - -, - Ra, Im's, S1,11 - ) .R sm,,ffff � 0011#11% ii - ops �., 1, -, �` - _�, t .- , , . 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I I 11100 0 A PROJECT OWNER : THOAI TANG . S±iEILI . ADDRESS : 4906 W. First St., I I - . . I . SANTA ANA, CA 92703. 1 1 'OF 3 . . I . PHONE : 714 210 28,88 1 'If - I , 11. . . . , . . . .. 11 I I . I .1 . , , * I I . � � � , . I . 11 � �� I .. I . I I I � ,__ 11 I . I 11 I I . . I . .. ,. : , ��,J I I ( I . . � �� , 0 . �� � . 0, 64 0 6" BLOCK WALL (N) CONC.- ORM—MY '1'0% 1 lox )x 0 ks,%N Y 6 t. y uj (N) CONC. DRIVEWAY (N) CONC. DRIVEWAY IJ 0 01 -(N) t%C, DR AY ka V Ef (n U3 U. 0 d:),woo o Al uj f 66- ♦I 6.75 15'661 N 6.J5 .7 (E) GAS BOX TO 13E FX it if RELOCA� ` -tM ti E)I,W..M. N0,01, 13' 4 Jr TO MAN TO BE RELOCATED N 4>-6 ('13 0: j CL AND UNMWAY AFFROACH. ft 287W AL ROACH PER—CII-Y STD. 11 12t CASE EXIST. AC PAVEMENTAND CONSTRUCT DRIVE APPR� COLD MU -1 1 TO 2' mnei�:l a SMOKE A, H RMACE MTH 2" AC OT 23o LATEX OVERLAY$ PEIR v" ft, A sk .18 A UA"b, Aft, 0 fwAw&, 'ROM' CUR$ TO CURB ENTI TAGE. F w Ea & -T 000$TRUCT Q.. -R PE.-,R CITY - —8, ' V- WIRS & GU,TTE I STD, 1101" TYPE A--2 RE FRON He A two GA -R MUST-A$-E POG 6 A , INST E T B, A -EN GUTTE xts, AC MEN R P CONSTIRM S]DEWAL f �1 0-411.24.FA E L MA K P --R1-:CITY STD. 1! RELMATE EXISTING' TREE PER CITY STD. y: THIS PLAN WAS PREPARED UNDER T14E DIREVION OF: R-EMOVE.EXIST BUS PAP, - AND-.,CON-STRU T NEW' 12 THK PCIC --n-Nr .-SUS Sl(;,N. RELOCATE EXIS 3 PRECISE GRADING PLAN TH CU:R5- PER 0 'P L A N NO, TJ BUS FAD MbNW I C W,/, TY OA1 TANG sumi4t]FMC TH PROJECT OWNER MAYONENGINEERIN't ADDRESS 4906 First St., SA `TA ANA, CA 92703. COtqSTR,,U:CT TREE,WELL AND 'PLANT, S TRIIET TREE PER CITY SM.- 1124. 1�014 TREt SPECIE-S, CONTACT,,'' PHO RE (714) 21 Ot- 2,888 ENGINEERS - PLANNERS oLAND SURVEYORS GREG FERNANDEZ 0 �(714) 647� 3530,, 2516 E, Sonto Ysobei Ave., Fullarton,''M 17 1 7 T ADDRESS (714) 680 3470 PIROJEC g D10, (714) 52.6-6788 322 S. EUCLID STREET GRE DATE ky (E) 8�- CONC. C G & (714) 773 597-3 FAX 2 OF 3 RCE. 28750 E AN At CA,,2,�, X. 30/Ou . ..... 111mi, im ow _70 �� E�u' �/ ����.� uu ��c� `/`/ 5() _� /� (l 1 7 7 �� � Fl 1 -7 44- 0/D . ^_ ~ ~ / � PROFILE v^ z� o'a�c �u=�on',� ' ~ ,v .c=�°� ' � � � ' o~ ' ,r io aL Go (D- 1E) GAS TO REMAIN BOX TO BE RELOCATED. (E) W.M. TO BE RELOCATED "INC 7 (PE) DRIVE�,NAY (pR`EC` ` \ , 11 , 1 1 9� I,,' \ 11 11 1 467 in, 3 �--{E) 8' CONC. � ' CD �NEW '.k NEWDRIVEWAY NEW 1DRIVEW P. P. 77 ` 10 0 REMAIN i 4 INV. OF (E' 8" SEWER LATERAL. BREAK ;4- 2'-0" - & I - REMOVE PORTION OF PIPE IN MANHOLE. Ln -. '��t 60~ S 8l �� � � \ ��^ | �`- ' ' '/ 52 J� ~ ' -^- 00 � } u] [� ' -- ' 48�0 |wv� x�-' --- --- ---' --- ----- --- --- --- 12°CONSTRUCTION NOTES: ---- ---36^ (},C.S.[}.-------- - ^ / --- --- (1 ) EXiST. 1'' VVATER SERV10E AND kAET[R TO REWA|M !N PLACE . iNSTALL 1 ��TER SERVICE PER �|TY - S5TANDARD 401 /BY DEVELOPER) �3l iLL N�T�]/'4^ %NATER METER PER C!TY �~ STD #1401 / BY C-ITY FORCES, UPON � ' APPUCAT|ON AND PAYNENT OF FEES./ ` ��/ REPAVE THE TRENCHED AREA PER C|TY STD, #1150,A, NOTE: BORING- OF 2^ AND SMALLER WATER (SERNCESS IN LIEU OF TRENCHING |S 4L�� �CCEPTABLE` BUT POTHOUL|NG IS REQU|RED AT ALL JT|L|TY CROSZS1MGS. (5�/ �� EX|S)7lNG F.H. TO REMAIN |N PL�CE B.. SEWER �-�2R' CN /�\ � n EX|�T 8" SEWER LATERAL TO �E�AiN |N PLACE . C� n CONSTRUCT 8^ PVC '5DR-35\ SE�ER MAIN WITH BEDO|NC PER C|TY STD. #1150C. ' � . CONSTRUCT SEWER l�H PER CITY STD. �12O1 -- REPAVE THE TRENCHED AREA PER CITY STD, #1150A. CONSTRUCT 4^ PVC /SOR-35l SEWER LATERAL PER CITY10PER CITY STD. # 2O4A. V� CH|SEL LETTER "S^ ON TH[ CURB FACE TO SHOW - SEWER LATERAL LOCATION. (1�� . |N�T�LL �LEANOUT TO GRADE. 48-5J IN« POT I HOLING REQUIRED I PRIOR TO TRENCHING SEE NOTE 4 (E) 9MH 59-00 TOP OF RiM ,_ 46.68 INV, 36S�Ro��u �� ��� --- 6'cT-- --- ---' \ ��-[=� Z ' RIOR TO TRENCHING --- 3" /G\ CITY OF �ANTA ANA THiS P! AN WAS PREPARED iNDER THE DIRECTION OF - WATER RESOURCES RECOMMENDED-