Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
10139503.pdf
ELEVATION NOTES 1 7/8" STUCCO O/ EXPANDED WIRE LATH Cj9 TOP OF RIDGE O/ SLOG. PAPER - 2x6 BALLOON FRAME �2 S STYLE MISSION TILE ROOF. 10 EAVE GUTTER TWO STORY SINGLE FAM L S DEN, CE 11 SYNTHETIC STONE VENEER Y RE I 3 2ND FLR. CEILING LINE f TOP pF PLATE 12 2X T IM W _ ST CC, _ OVER ND FLOOR CEILING LEN, _ PLAN NO.1 DP No. 00-065, {MIN. 1' BELOW FINISH FLOOR LINE) ; ER No. 00-180 14 S7U�OO�PRER FOA R14t - . Q EXTERIOR STUCCO OR WROUGHT IRON �NG,�p Ftnv� WEST ELEVATION SCALE: 1/8" = V-0" SOUTH ELEVATION =� SCALE 1/8" a EAST ELEVATION SCALE: 1/8" = V-0" ..SANTAANA0, I i i W1Y LINE OF 3d' EASEME FOR ROADS PERtU OCUMEI RECORDED IN BK 130, PAGE 494 OF DOS. SITE PLAN SCALE: 1116" = 1 `-0" ffi��IK VICINITY MAP T SA14TA ANA P011 Ts ACCEFFED FORR COPISTRUCOTION PROJECT DIRECTORY: HTrD'' e�c:.Asia.r.-.. !#e �j-i1%$'�+ "Y A. 'C .'v^,, GK f1 t¢ Os-S E i7'.' r' i'y� k 1 ��'I}�r CH 8�NlGr"oL PL PROJECT ADDRESS: T �3 3 got 0! plans and utofficatio s must be kept on the I 324 S. - 328S. EUCLID STREET, SANTA ANA, C't I fi134 and it is uatav'�tni to all chary es n Sane without tmtta3; permission from t ASSESOR PARCEL NO,: 3 ' Iy of SailtG Ana. 108-434-028 e. acceptance of this plan and specifications SHALL N he d to I ern, t e i I? S4 I� tea Mahon 0 a OWNER: ?4 anions ct ANY City Ordinance or State Law. THOAI TANG 22 WEST lNSTER AVE t> .. P ROJ CT m SITE z BOLSA AVE in > O co I o or m EDINGER AVE V) 0 M Q T� w Ci yJ. cri 4906 W. 1 ST STREET, SANTA ANA CA 927Q ((2 f �i TELE: (714)210-2885 1cepted By - -�-"SHEET CONTACT PERSON: GARY TANG AND CU T CADWELL OI Y C A , AN INDEX DESIGN: GT DEVELOPMENT INC `be 1�e 7 -1 TITLE SHEET, SITE PLAN AND 4906 W. FIRST ST. ELEVATIONS SANTA ANA, CA 92703 N M - D SL. - GN-1 GENERAL NOTES ERITiv,IT TYI LLD ;_0CT PLI�IG TELE: (714)210-1596 PN-1 POLICE NOTES I1E C5 i GRADING ST-1 FLOOR PLANS ENGINEERS; 3 �`,� LAM NGUYEN � � - ,>- � `� � LAM RAJA PANORAMA t-E:Rt,, , *�.. 1 ST-2 FOUNDATION PLAN AND DETAILS ST-3 ROOF & CEILING PLAN AND SANTA ANA, CA 92705 FRAMING PLANS TEL: (714)392 5481 , . i,�;'_rtti - ST-4 WINDOW SCHEDULES ST-5 STRUCTURAL NOTES - ST-6 STRUCTURAL NOTES AND SECTIONS SCOPE OF WORK/ Ns t-- D-1 DETAILS LEGAL DESCRIPTION D-2 DETAILS. N� D-3 DETAILS S/2, NE/4 S17, TS5S, R10W, S.B.B. & M, ~0. T-24 TITLE 24 CITY OF SANTA ANA, COUNTY OF ORANGE, STATE OF CALIFORNIA AS PER DEED RECORDED IN BOOK 102, P 274 OF DEEDS, Q.R. AS PER MAP BOOK 50, P.13, REVIATIO�VS 0/z_ RECORDS OF SURVEY, ORANGE CO. TOTAL LOT SIZE: A g AlCHR BOLT IN M O � ���. 3 U1,11-�CO�ISVAL�� �A.�(��STICAL 66,75 x 120 FT = 8010 SQ FT LOT rCR fC ASHPALT CONCRETE AIR CONDITIONING LOT ALLOTMENT FOR HIGHWAY A.D. A.F.F. ACCESS DOOR ABOVE FINISH FLOOR DEDICATION: BD. OR BRD. BOARD 66.75 FT x 10 FT = 667.5 SQ FT BLDG. BUILDING BLK, BLOCK NET SIZE OF LOT: BLKG. BLOCKING BM. BEAM 7342.5 SQ FT PER LOT BA, BOUNDARY NAILING BOT. BOTTOM AREA TABULATION: C.B. CARRIAGE BOLT AREAS ARE TAKEN FROM EXTERIOR CIC CENTER TO CENTER FACE OF STUDS NOT INCLUDING CER. CERAMIC ARCHITECTURAL PROJECTIONS: C CEMENT LOWER LEVEL 1594 SF CLG.G. CLR. CEILING CLEAR UPPER LEVEL 1110 SF C.M.U. CONCRETE MASONRY UNIT TOTAL LIVING AREA 2704 SF COL. COLUMN GARAGE 651"SF COMPO. COMPOSITION BALCONY 267 SF CONC, CONCRETE CONN. CONNECTION CONSTR. CONSTRUCTION CODE COMPLIANCE CORR. - CORK. CONTINUOUS CORRIDOR CSK: COUNTERSINK C.J. CONTROL JOINT LEGAL JURISDICATION: C.I. CAST IRON CITY OF SANTA ANA, CALIFORNIA C.L. CENTER„ LINE APPLICABLE CODES: 2001 FOR ALL BELOW DBL. DET, DOUBLE DETAIL CALIFORNIA BUILDING CODE D.F. DOUGLAS FIR CALIFORNIA MECHANICAL CODE D.F. DRINKING FOUNTAIN CALIFORNIA PLUMBING CODE DIA. DIAMETER CALIFORNIA FIRE CODE DI DINN., DIAGONAL CALIFORNIA ELECTRICAL CODE DIR. DIMENSION' DIRECTION CALIFORNIA ENERGY CODE DO.O, DOOR OPENNING (TITLE 24, PART 6) DR. DOOR APO 4 DOWNSPOUT RESIDENTIAL DWELLINGS: PLANNING DIVISgg) DRIER, DRAWING CONSTRUCTION TYPE: V-N A. EACH OCCUPANCY GROUP: R-3/U-1MASTER I.I.; cryt.N-S 3 DGE NAIL. O.P.• ELEC, , ,,,:ELEV. & EL. ELECTRICAL LEVATION DRAWING SYMBOL _��_._,, EQUAL ^. ) �1 ACTION S `t,�r � EQUIP. EQUIPMENT Landscape Plans A . u XISTING � ' s J EXPANSION JOINT REVISION DESIGNATION P""-"-"EXPOSED PLANNER.� ARROW EXT. EXTERIOR NORTH DAT1E: I'�,,:-,», 3, ' ARE LANGE DRAWING ! GRAPHIC SCMNSFI:Ia..�RED � ,{ _,. HOSE CABINET FIN, FINISH 1/8„ _ V-0„ 0 s xS;`: FIELD NAIL REPRODUCTION FLR. FLOOR NISHED OPENNING DETAIL KEY F Q FACE OF CONCRETE PLANNING FINAL REQUf1iU3 �Y�C`.S_ NO---ffACE OF FINISH DETAIL NUMBER OVER qj F,O,S, CONTACT,-B-t.k„!.�-. ' B FACE OF STUD DRAWING NUMBER ,f�!'4 a UNDATION SECTION KEY CONTACT PHONE. F.R,P, (714) ti47-,?j7QQ FIBER REINF. PLASTER FLOOR DRAIN A SLJ9)r,CT TO CONDITIONS B I: 36 SECTION NUMBER OVER FLOOR SINK F4jLL SIZE DRAWING NUMBER sly I✓+9w►�� �i FTG. l DETAIL FOOTING �L i.I j ` ry ELEVATION KEY GA. 2s 9 L je.,C 10 GL. GAUGE GLASS s8 ELEVATION NUMBER OVER 31�1 ., GALV. DRAWING NUMBER --710'1l GR. GALVANIZE GRADE GYP. BD. 25 ENLARGED AREA KEY N o4 .41-% 3.1-9- ar- 3-� GYPSUM BOARD DRAWING NUMBER HDWD. HARDWOOD DRAWING NUMBER HORIZ. HORIZONTAL H.S.B.. HIGH STRENGTH BOLT ^�--- COLOR / MATERIAL KEY I.D. INSIDE DIAMETER yyyrrr"'"'� ELEVATION MARK INSUL. INT. INSULATION INTERIOR DATUM LAV. LAVATORY LT. WT, LIGHT WEIGHT REVISIONS 8Y N f, C) z I- Z 0 W ,.; W N L CL U) O W > LA_ <- i W 5 <C W i MAINT.� MAINTENANCE p Z O 1. MAT'L MATERIAL F'- 0) < MAX, MAXIMUM M.B. MACHINE BOLT MECH. MECHANICAL 1 MET METAL 1 ME'ZZ. MEZANINE MFG. MANUFACTURER MISC, MISCELLANEOUS M.O. MASONRY OPEENNING -._.- MIN. MINIMUM MULL. MULLION (N) NEW NO, NUMBER �_- N.T.S. NOT TO SCALE -- -- N,I.G. NOT IN CONTRACT?. OFESGI } O.G. ON CENTER r � T NG(oj 0.D. OUTSIDE DIAMETER O,H. OPPOSITE HAND Qj OPN'G OPENNING -X , 0613 1 O.D, OVERFLOW DRAIN N , 36957 P.A. PLANTING AREA �d� O PLAS. PLASTER P.L.F, PER LINEAR FOOT P,>� I'tVIL�� PLYWD. PLYWOOD Q CALiFO P.J. POUR JOINT PR, PAIR PROJ. PROJECTION O.T. QUARRY TILE R. RISER W R. OR RAD, RADIUS R.C.P. REFLECTED CEILING PLAN R.D. ROOF DRAIN z , REFERENCE W RE REINFORCE REQ D REQURIED RES. RESILIENT Rk ROOM W R.O. ROUGH OPENNING REDW'D REDWOOD I SECT. SECTION W SHT. SHEET SIM. SIMILAR *� SIMUL. SIMULATED < SPECS, SPECIFICATION LL S.F. SQUARE F ' 0S.S, OR SfS STAINLESS r_i � S.S. SERVICE SI --� STA. STATION 0 C\j STD, STANDARD D 0) STL, STEEL city of S ntei P ri — W < SQ. SQUARE U) STRUCT, STRUCTURAL SUSP, SUSPENDED 0 SYM. SYMMETRICAL z 00 ' T. OR TR. TREAD L% < CO " T.D.C. TRAFFIC DECK COVERING T&G TONGUE & GROOVE W ^~ < T. OR TEMP, TEMPERED < ( �--- THK. THICK O O z T,O.C, TOP OF CONCRETE OR CURB T.O.M. TOP OF MASONRY T,O.S. TOP OF STEEL TYP. TYPICAL T.O.W. TOP OF WALL T.O. SH. TOP OF SHEATING DRAWN: JACKIE T.O. COR. TOP OF CORNICE U.N.O. UNLESS NOTED OTHERWISE CHECKED:-- V.T. VINYL TILE V.C.T. VINYL COMPOSITION TILE DATE: 07-07-03 VERT, VERTICAL WWITH SCALE: AS NOTED W.' C. WATER CLOSET WD. WOOD W.I, WROUGHT IRON SHEET 01 W.L. WATER LEVEI I W.F. WIDE FLANGE W.P. WORKING POINT W.P. WATERPROOFING I W.PL. WEAKENED PLANE OF 1 3 THISS # A BUILDER'S SET OF DRAWINGS PREPARED TO A LEVEL OF COMPLETION. SATISSF.AACTORYYN FOR BU ILDING PERMIT PURPOSES AT THE TIME OF TPTHEIRPREPARATION .AND. FOR WORK.RUCTIO. SUCH BY A KNOWLEDGEABLE AND EXPERIENCED BUILDER FAMILIAR '�� THIS TYPE O DOCUMENTS MAY REQUIRE PREPARATION OF SUPPLEMENTAL DETAILS. PRODUCT ANa AND ELABORATION AND.INTERPRETATION BY EXPERIENCED CONTRACTOR; SUBCONTRACTORS OWNER'S INDEPENDENT CONSULTANTS. FOR CONVENIENCE OF REFERENCE AND TO FA' dL4:TATE THE LETTING OFCONTRACTORS SEPARATIONS SHALL CONTRACTORS. THE NOTES ARE SEPARATED INTO TITLED SECTIONS. NOT OPERATE TO. MAKE THE ARCHITECT AND ARBITER TO ESTABLISH LIMITS BETWEEN THE CONTRACTOR AND SUBCONTRACTORS, CONTENTS DIVISION NUMBER TITLE 1 GENERAL REQUIREMENTS 2 SITEWORK 3 CONCRETE 4 MASONRY 5 METALS 6 WOODS & PLASTICS 7 THERMAL & MOISTURE PROTECTION 8 DOORS & WINDOWS 9 FINISHES 1O SPECIALTIES 11 EQUIPMENT 12 FURNISHINGS i3 SPECIAL CONSTRUCTION 14 CONVEYING EQUIPMENT 15 MECHANICAL 16 ELECTRICAL 17 MISCELLANEOUS DIVISION 1 - GENERAL REQUIREMENTS SECTION 1 -A ARCHITECT'S STATUS THE ARCHITECT DOES NOT GUARANTEE THE GENERAL CONTRACTOR`S AND/OR SU8- CONTRACTOWS PERFORMANCE, AND NO PROVISION OF THE CONTRACT DOCY MEET€S HALL RELIEVE THE GENERAL CONTRACTOR AND/OR SUB CONTRA OOR FROM DUE TO GENERAL CONTRACTOR'S AND/OR SUB -CONTRACTOR'S PERFORMANCE, INCOMPETENCE . OR ERRORS OF OMISSION OR COMMISSION OF THE SUB -CONTRACTORS. SECTION 1-B CODES THE GENERAL CONTRACTOR SHALL STRiCTLY OBSERVE ALL BUT NOT UMITED$TOAALLGAPPLICABLE FEDE- CTION IN THE CONSTRUCTION OF THE PROJECT BUILDINGNG RAL, STATE; COUNTY, CITY OR GOVERNING AGENCIES, ZONING CAODE, PLANNIIE CODE CODE, ANY BUILDING CODE, MECHANICAL CODE, PLUMBING CODE, ELECTRIC 0 THERR CODES, RULES, REGULATIONS AND AMENDMENTS. GENERAL CONTRACTOR NTAND/OR SUBCONTRACTOR SHALL VERIFY ALL CODES REQUIREMENTS BEFORE COMMENCE AND THE CONSTRUCTION AND OF BRING ANY DISCREPANCIES BETWEEN CODE REQUIREMENTS CONSTRCUITON DOCUMENTS TO THE ATTENTION OF THE ARCMlTEAPPROVED NUM- BERSREQUIRING ARE CITED THROUGHOUT THESE NOTES AS A STANDARD, JURISDICTIONAL APPROVALS MUST BE PROVIDED. SECTION 1-C ERRORS AND OMMISSIO.NS THE GENERAL CONTRACTOR SHALL CAREFULLY STUDY AND COMPARE THET OCUMENTS START WITH EACH OTHER AND WITH' THE INFORMATION FURNISHED ByTHE OWNER PRIOR E OWNER ERRORS, OF THE WORK,. AND SHALL AT ONCE. REPORT TO THE ARCHITECT, INCONSISTENCIES OR OMMISIONS DISCOVERED OR ANY VARIANCE FROM BLE LAWS,SES ODES OR REGULATIONS, THE GENERAL CONTRACTOR SHALL BE LIABLE FOR DAMAGES EXPENSES TO THE OWNER OR ARCHITECT RESULTING FROM THE YNCONS-TRUCTTIIONTACTIVITYIF FAILURE IT TO REPORT SUCH DISCOVERY OR FORM IT'S PERFORMANCE (OF AN LD HAVE KNOWN OF SUCH ERROR,. INCONSISTENCY, OMISSION OR VIOLATION BEFORE PROCEEDING W€TM THE WORK KNOWS OR SHOU . THE GENERAL CONTRACTOR: AND/OR SUBCONTRACTOR LED WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR ANDONS JNDWHICH THE GENERAL CONTRACTOR AND/OR SUBCONTRACTOR SHOULD HAVE F TO NOTIFY THE ARCHITECT OR BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. SECTION 1-D JOB CONDITIONS DIMENSIONS AND. JOB THE GENERAL CONTRACTOR AND'/OR SUBCONTRACTOR SMALL VERIFY ALL CONDITIONSASSURE AT THE JOBStTE SUFFICIENTLY IN ADVANCE OF WORK TO BE PERFORMED TO ASS C NTA R THE ORDERLY PROGRESS OF THE WORK. THE GENERAL CON:TRAGTtOR PERFORMS THE WORK 1N SHALL BE RESPONSIBLE_ FOR ASSURING THAT EACH SUBCONTRACTOR ACCORDANCE WITH ALL CODES IN A TIMELY MARINER TO ASSURE CORRD#RAT€ON W€TH OTHER SUBCONTRACTORS. SECTION 1-E NOT USED SECTION 1-F CLEAN-UP AND PROTECTION A. PROTECTION: ADEQUATELY. PROTECT ALL WORK SHAOMDAMAGE By LL BE RERNI HEDUB ER PLACED. QUENT CONSTRUCTION OPERATIONS. DAMAGED R. SUBCONTRACTOR SHALL MAINTAIN THE PREMISES CLEAN AND SOILING B. GENERAL CONTRACTOR AND/OR - FREE OF ALL TRASH, DEBRIS AND SMALL PROTECT ALL Ap,IAC£NT WORK FROMSHALL BE LEFT FTC PAINT OVER -SPRAY, ETC. ALL FIXTURES, EQUIPMENT, GLAZING. PROJECT, T , CLEAN AND READY FOR OCCUPANCY UPON COMPLETION DIVISION 2 - S€.TEWORK SECTION 2-A EARTHWORK (SEE CIVIL ENGINEERING DRAWINGS AND NOTES) SOIL REPORT: PERFORM ALL WORK IN. THIS SECTION IN COMPLIANCE WITH THE FINAL SOILS COMPACTION AND GEOLOGICAL REPORTS. . 11 DI.MSION 3 - CONCRETE 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 SECTION 4-A SIMULATED BRICK MASONRY: (SEE STRUCTURAL NOTES) PRTHIN SET BRICK VENEER WHERE INDICATED ON DRAWINGS. INSTALL; MG UFACENT.MORTAR PRINTEDNTED INSTALLATION INSTRUCTIONS, BRICK COLOR SHALL BE SELECTEDCOMPLETELY TO A CONCAVE JOINTS SHALL BE TOOLED TO COMPRESS GROUT AND FILL J.0#NTS FINISH. MORTAR COLOR SHALL BE SELECTED BY CLIENT. DIVISION 5 - METALS DIVISION 5-A MISCELLANEOUS AND STRUCTURAL METALS; (SEE STRUCTURAL NOTES). METAL FABRICATED ITEMS: METAL ITEMS AND THEIR RELATED COMPONENTS ARE NOT . DETA#LED NECESSARILY INDIVIDUALLY DESCRIBED, ITEMS NOTEORTA14T AND DESCR BED SHALL THOSEREQUIRING BE FURNISHED AND DESCRIPTION ARE NOTED. MISCELLANEOUS INSTALLED IN ACCORDANCE WITH THE INTENT OF THE DRAWINGS AND NOTES AND AS GALVANIZED (RAILING, EQU€RED COMPLETE THE WORK, STEEL INSERTED INTO CONCRETE IS To BE 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 "TH THE RENDERING IT UNSUITABLE FOR USE INTENDED SHALL BE NOT USED REGARDLESS OF GRADiN LUMBER GRADING' UNLESS OTHERWISE NOTED, LUMBER SHALL CONFORM TO THE FOLLOWING: A. SEE STRUCTURAL NOTES FOR FRAMING LUMBER AND PLYWOOD SHEATHING. D TRIM SHALL BE SAW SIZED SEASONED SELECT TIGHT KNOT OR BETTER CED B: £xT£R#flR W00 OR PINE - UNLESS OTHERWISE NOTED ON THE. DRAWINGS. EXTERIOR WOOD SIDING SMALL BE SAW SIZED SEASONED SELECT TIGHT KNOT OR BETTER CE C. E OR PINE IN PARTNERS AS SHOWN ON THE DRAWINGS. D. EXPOSED EAVE AND RAKE SHEATHING SHALL 'BE SELECT TIGHT KNOT CEDAR OR PINE OR BETTER 1 X 6 V-GROOVE T& G AS. SHOWN ON, THE DRAWINGS. ROOF DECKING SHALL BE PLYWOOD SHEATHING EXTERIOR GRADE AS SHOWN ON DRAWINGS E F. EXTERIOR DECKS, PATIOS, BALCONIES, LANDINGS AND SIMILAR SPACES SHALL BE PLYWOOD SHEATHING EXTERIOR GRADE (SEE PLANS). `" G. TRUSS .CONTRACTOR WHO IS AWARDED BID SHALL PREPARE AND SUBMIT PLANS ND CALCU REQUIRED BY SUBJECT GOVERNING AGENCY. F8. RING INSTALLATION NOTES: ' ALL BE SECURED -TO FRAMING MEMBERS WITH ADHESIVE (S.F. D FLOORS R PLYWOOD SHALL ICH ' BAST#KQN 4Q(1' OR EQUAL)»AND NAI#ED PER STRUCTURAL NOTE?.. WDO- GOOD RICH BE LEVEL TO WITH A 1l8" IN 48 IN 96 . AND SIMILAR SPACES SHALL BE TERIOR DECKS, PATIOS, BAI.CChiIES, LANDINGS3 4" EXTERIOR GRADE PLYWOOD AND SLOPE 1/4 PERFOOT t91N,tMUM AWAY FROM ED WITH ,-ING UNLESS OTHERWISE NOTED. - `� SHALL BE GALVANIZED 4R SHOP PAINTED NTH. RUST HANGERS,' FRAMING: ANCHORS INHIBITIVE PAINT. PRESERVATIVE -TREATED LUMBER: A. INSTALL PRESSURE TREATED LUMBER IN CONTACT W#TH. CONCRETE. HALL BE AND POSTS WITHIN 48 INCHES OF FINtSI- GRADE S B, ALL EXPOSER EXTERIORS STRINGERS PRESSURE TREATED LUMBER. T-IN BRACE: PROVIDE 1X6 LET -IN BRACE AT EACH CORNER ANSPACES B£FWEEN BRACES D EVERY 26 f EET OF THE LE .EXTERIOR WALL AT EACH FLOOR, WITH. A MINIMUM OF FOUR STUD SECTION 6-B FINISH CARPENTRY AND WOOD CASE WORK: MANUFACTURE MILLWORK AND CASEWORK !PER OTHERWISE, 'MANUAL OF MILLWORK A MILLWORK" OF WOODWORK INSTITUTE OF CALIFORNIA, CUSTOM- .GRADE UNLESS N INSTALL ALL SHELVING, CASEWORK, MILLWORK. DOORS, HARDWARE, ILING, TRIM, INSTALLATION- COUNTERS, CABINETS, VANITIES,. UTILITY BACKBOARDS AND OTHER FINISH CARPENTRY. SECTION 6-C NOT USED SECTION 6-D SYNTHETIC COUNTER & VANITY TOPS: COUNTER TOP MATERIALS AND COLORS TO BE SELECTED BY OWNER, PROTEG TOPS BE ALL COVERED WITH HEAVY PAPER AND TAPED SECURELY BY INSTALLER FOR DIVISION 7 - THERMAL AND MOISTURE PROTECTION. SECTION 7-A ROOFING AND MEMBRANES: . STANDARDS: NCRA T1iE NCRA AND WATE:RPROFFfNG A. NATIONAL ROOFING CONTRACTORS ASSOCIATION } MANUAL. ikCTORS SWI AND. WATERPROOFING.CONTR B. SEALANT AND WATERPROQFERS INSTITUTE ) ASSOCIATION. R 1 GRADE: RED CEDAR SHINGLES: 5' TO THE WEATHER, RANDOM CEDAR SHINGLE ROOF: NUMBS JOINTS OVER 1 LAYER 1.5 LB FELT OR PER MANU C SEE D"S PRINTED. RI T D. INSTAL RETARDANT INSTRUCTIONS (APPLY OVER PLYWOOD SHEATHING WHERE OCCURS). TREATED SHINGLES WHERE OCCURS, SHALL BE LAID A MAXIMUM OF 1.0' TO THE WEATHER WOOD SHAKE ROOFING. CEDAR SHAKES WITH 30 LB FELT, 18" WIDE BETWEEN COURSES . OR PER MANUFACTURER'S HALLEBEtNSTALLATION NS. STARTER COURSES SHALL BE DOUBLED, HIPS AND RIDGES S NAILS FOR INSTRUCTIONS. MANUFACTURED -,SHAKES, NAILING SHALL BE TWO (2) HOT DIPPED 40 GALVANIZED- EACH SHAKE. APPLICATION SHALL CONFORM TO THE PRINTED ON OF THE RED CEDAR SHINGLE AND HANDSPLIT SHAKES BUREAU. INSTALLATION INSTRUCTION APPLY OVER 1 X 6, SHEATHING OR PLYWOOD WHERE IT OCCURS. TILE ROOFING: SHALL MEET TEST STANDARDS OF THE I,C.8.0. A. SLOPE OF ROOF:3 IN 12 MINIMUM: TWO LAYERS OF TYPE 15 FELT OR ONE LAYER OF TYPE_311 FELT OVER B. UNDERLAYMENTS SOLID SHEATHING (PER MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS}: TILE WITH ANCHOR LUGS: USE 1 X 2 WOOD STRIPS OVER UNDERLAYMENTS. C. . LONG NAILS PER TILE FOR BARREL TILE ATTACHMENT' TWO 11 GAUGE GALVANIZED.. 5 INCH L THROUGH UN€3ERLAYMENT. D. (MISSION). ONE 100 THROUGH. TILE AND 1 = 2 STRIPS, BUT NOT THR , INSTALLATION, WITH THE ROOFING TILE MANUFACTURER'S PRINTED INSTALLATION E: VERIFY INSTRUCTIONS, . WATERPROOFING MEMBRANE: MEMBRANE WHERE IND#GATED; ON DRAWINGS. INSTALL PER PROVIDE BITliTHANE SHEET WATERPROOFING MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS. SECTION 7-B SHEET METAL: VERIFY ALL DIMENSIONS SHOWN ON THE DRAWINGS BY TAKING FIELD MEASUREMENTS MEASUREMENTS: PROPER. FIT AND ATTACHMENT ON ALL PARTS, IS REQUIRED. WORKS INCLUDED IN THIS SECTION SHALL BE PERFORMED #N RALACCOSHEETE AL RDANCE NTH STANDARDS: ALL THE RECOMMENDATION CONTAINED iN THE LATEST AL AND AIR EDITION COND TIONING CONTRACTOR'S # NATIONAL MANUAL'" BY THE SHEET ME . ASSOCIATION. I IRON" HEREAFTER AND ON "DRAWINGS} INC COATED (GALVANIZED) STEEL (CALLED GALVANIZED ER GALVANIZED OR BONDERIZED Z CONFORM TO FED£RAI. SPEC.00-S773A; TYPE 1,.CLASESS OTHERW#SE IND.tCAT£I?. A;LL METALS 26 ASTM A-93: COATING GLASS 1 3O OZ PER SQ F T UNL GAUGE. T METAL FLASHING SHALL BE INSTALLED AT ALL LOCATIONS WHERDE DIFFERENT INSTA[ CATION: SHEET MATERIALS INTERSECT SUCH AS ROOF TO WALL,. ROOF TCO ROflFCTO ABOVE M NTIONED ITEMS PENETRATIONS INTO WALLS, SHEET METAL FLASHING IS NOT LIMITED THER LOCATIONS RECOMMENDED IN THE "ARCHITECTURAL SHEET BUT SHALL ALSO INCLUDE ALL O METAL MANUAL, VALLEY FLASHING: 26 GAUGE GALVANIZED IRON, 18" WIDEFOR. SHINGFLASHING FOR ALL W E FOR SHAKES (1 1" HIGH) RAISED CENTER DIVERTED, - THE CENTER SHALL NOT BE LESS THAN 16 FROM CENTER VENTS AND ALL ELECTRICAL SERVICE CONNECTIONS OF ANY VALLEY. SEE MANUFACTUREWS PRINTED INSTALLATION. RECOMMEN.DATiOt+iS FOR MISSION TILE OR FLAT CONCRETE TILE, SECTION 7 C INSULATION: PROVIDED AND INSTALLED PER THE CALIFORNIA. ENERGY CODE.AT WALLS AND INSULATION SHALL BE CLING UNITS SHALL' REC#EVE A. MINIMUM OF R-30 tN5ULAT#ON. AT ERWISE,tPROWDE THERMAL OWE R-19 AT ALL FLOORS OVER UNHEATED, SPACES. UNLESS NOTED 4TH INSULATION IN ALL EXTERIOR STUD WALLS- EXTENDING FUL HEIGHT OF VALES FI`C#ED 7t;GHTT Y BETWEEN STUDS, SECTION 7-D CAULKING AND SEALANTS: CODES AND STANDARDS: A. SEALANT AND WATERPROOFER'S INSTITUTE (SWI). S. NATIONAL ROOFING CONTRACTORS ASSOCIATION (NCRA) - "NCRA ROOFI%NG p;ND WATERPROOFING MANUAL.," INSTALL PER MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS, INSTALLATION. TO SEALANT LOCATIONS: A. NON -POROUS SURFACE SUCH AS GLASS, METAL, CERAMIC TILE AND PLASTIC. B. POROUS SUR't`ACES SUCH AS BLOCK AND CONCRETE. C. LOCATIONS- SUCH AS CERAMIC TILE, PLUMBING FIXTURES AND OTHER AREAS WHERE MILDEW RESISTANT SEALANT IS REQUIRED: D. LOCATION WHERE HIGH DEGREE OF MOVEMENT iS ANTICIPATED. CRACKSt. AROUAD WINDOWS, THRESHOLDS; DOOR FRAMES, WALL OUTSIDE APENETRATIIR AND DEFECTS' ' E. JOINTS AND G• CONNECTIONS AND OTHER JOINTS NECESSAR`f TO SEAL OFF BUILDING FROM. MOISTURE. # TS NECESSARY T(3 MAKE THE BUILDING WATER -TIGHT AND TO PREVENT THE PASSAGE F. ALL .I OF DiRT, DUST, WIND, AIR OR WATER. . SECTION 7-E BUILDING. PAPER: AR MIN FEDERAL SPECIFICATION' UU-8-790, INSTALL UNDER EXTERIOR COURSEAOF (15 LB ND FELT ) TRIM ANDCAREFULLY APPLY SO' AS TO FORM AWATER-T€GHT MEMBRANEERE PAPER N#EFTS ANY OPENIN DAR PAPER SHALL OVERLAP THE COURSE BENEATH IT 6 MINIMUM, PREVENT THE PASSAGE OF WA THE PAPER SHALL BE CAREFULLY LAPPED OVER THE FRAME DOOR AND THE FRAMES. BEHIND THE FRAME. INSTALL StSALKRAFT PAPER AT EXIT RtOR . DIVISION 8 - DOORS. AND WINDOWS SECTION 8-A WOOD DOORS; STANDARDS: ALL DOORS SHALL COMPLY WITH THE REQUIREMENTS OF THE NA11 WOAD WINDOW AND DOOR ASSOCIATION; WOODWORK INSTITUTE OF CALIFORNIA AND THE CALI'ORNIA ENERGY CODE. CATIONS A. GRADE' ECONOMY OR CUSTOM, GENERAL NOTES EXTERIOR DOORS: A. FLUSH' WOOD DOORS- 1 3/4" SOLID CORE (EXTERIOR GRADE), FLUSH FACE. PAINT GRADE. . ORS: SEE DRAWINGS, (EXTERIOR GRADE). B. ENTRY DOORS' INTERIOR DOORS: WOOD DOORS: 1. 3,/8 HOLLOW CORE, PAINT GRADE, HARDCORE FACE, PAINTED A. FLUSH DOORS UNLESS OTHERWiSE NOTED, B. WARDROBE DOORS -MANUFACTURER AS SELECTED BY CLIENT. 1-1/8" OR 1-3/4" 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 8-8 ALUMINUM SLIDING DOORS AND WINDOWS: VINYL CLAD ALUMINUM SLIDING WINDOWS: MANUFACTURER AS SELECTED BY CLIENT "T8H5NAIL-ON FIN UNLESS OTHERWISE NOTED. WINDOWS- SHALL COMPLY WITH ANSI/AAMA SPEC. 101 IDiNG DOORS: MANUFACTURER AS SELECTED BY CLIENT WiTH NAIL --ON VINYL CLAD. ALUMINUM SL FIN UNLESS OTHERWISE NOTED. 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 GLAZING; A. GLASS SHALL. BE SIZED IN CONFORMANCE WITH CHAPTER 24 UBC TEMPERED GLASS SHALL BE INSTALLED WHEN REQUIRED BY CHAPTER 24 UBC. B. PROVIDE TEMPERED GLASS IN THE'FOLLOWING LOCATIONS. 1. GLAZING OPERABLE OR iN:OPERABLE, ADJACENT TO A DOOR AND WITHIN 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. IN FIXED PANELS WHICH HAVE A GLAZE AREAS IN EXCESS, OF A 9 SQUARE FEET AND - 2, GLAZING ABOVE THE FINISHED FLOOR LEVEL OR WALKING THE LOWEST EDGE IS LESS THAN 18 INCHES SURFACE WITHIN 36 INCHES OF SUCH GLAZING. C.. ALL ESCAPE OR RESCUE WINDOWS SHALL HAVE A MINIMUM NET CLEAR OPERABLE AREA OF 5.7 RE FEET. THE MINIMUM NET CLEAR OPERABLE HEIGHT DIMENSION SHALL BE 24 INCHES. THE SQUARE MINIMUM NET CLEAR OPENABLE WIDTH DIMENSION SHALL BE 20 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 It PER LATEST EDITION UBC STD 24-2, TABLE 2472-A. A FIXED GLAZED PANELS OF MORE THAN NINE SQUARE FEET HAVE AND E. GLAZING IN DOORS A OF It PER LATEST EDITION UBC STD 24-2, TABLE 24-2-A. MINIMUM CATEGORY CLASSIFICATION F. GLAZING IN DOORS AND FIXED GLAZED PANELS OF NINE SQ. 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 24-2, TABLE 24-2-A. H. GLAZED WARDROBE DOORS MUST MEET IMPACT TEST PER LATEST EDITION UBC STD 24�-2. PART UST ALSO MEET THE TEST REQUIREMENTS OF LATEST EDITION UBC STD It. LAMINATED GLASS M 24-2, PART II. SECTION 8-D HARDWARE: SUBCONTRACTOR SHALL PROM. DE A DETAILED LIST OF ALL HARDWARE, HARDWARE LIST: THE S HALL BE RESPONSIBLE FOR A MATERIALS, MANUFACTURE AND CATALOG NUMBERS, SUPPLIERS COMPLETE JOB WHETHER OR NOT LISTED. DIVISION 9 FINISHES . SECTION 9-A GYPSUM DRYWALL CONSTRUCTION: SPECIFIED HEREIN SHALL BE IN ACCORDANCE WITH "AMERICAN STANDARD , . STANDARDS: ALL WORK SPEC y D BY THE FOR THE APPLICATION AND FINISHING OF GYPSUM WALL BOARD AS APPROVE MOTES AMERICAN. 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, 1N LOCAL CODES. OR BY THE MANUFACTURER OF THE GYPSUM WALLBOARD WHOSE REQUIREMENTS SHALL BE FOLLOWED.. GYPSUM WALLBOARD: . A. ASTM C 36. WITH RECESSED. LONGITUDINAL EDGES. THICKNESS AND TYPE WILL BE AS CALLED FOR IN THE DRAWINGS. . B. PROVIDE WATER RESISTANT GYPSUM WALLBOARD AT ALL MOIST AREAS OR PER LOCAL CODES. 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. SECTION 9-B 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 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 SQ. 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: APPLICATION: A. APPLICATION OF PAINT, STAIN OR OTHER .COATING SHALL BE IN STRICT ACCORDANCE ,NTH THE " PAINTING AND DECORATING CONTRACTORS OF AMERICA (PDCA) PAINTING SPECIFICATION THIN IJA AND PER THE MANUFACTURER'S PRINTED INSTRUCTIONS. READY MIXED PAINT SHALL BE H ED EXCEPT AS PERMITTED IN THE APPLICATION PRINTED INSTRUCTIONS. . B. ALL EXTERIOR AND INTERIOR SURFACES SHALL RECEIVE THE PAINTERS FiNlSH EXCEPT COLOR 1. CORRDINATED FACTORY FINISH SURFACES, O BE FINISHED SHALL BE CLEAN AND FREE OF FOREIGN MATERIALS (DIRT, C. ALL SURFACES T ,GREASE,, ASPHALT,. RUST AND ETC.). D. APPLICATION SHALL BE IN WORKMANLIKE MANNER PROVIDING A SMOOTH SURFACE. APPLICATION RATE SHALL BE PER THE MANUFACTURER'S PRINTED INSTRUCTIONS, APPLICATION. MAY BE BY BRUSH. OR ROLLER OR BY SPRAY IF PAINT IS FORMULATED FOR SPRAY APPLICATION. MATERIALS: A. PAINT: TO BE SELECTED BY CLIENT. Et.. STAIN. TO BE SELECTED BY CLIENT. FINISHES: A. EXTERIOR: WOOD: TWO COATS STAIN, PER (PDCA) AND MANUFACTURER'S PRINTED INSTRUCTIONS, B.`'EXTERtOR METAL: ONE COAT SEMI -GLOSS ENAMEL OVER ONE COAT METAL PRIMER PER h (PDCA) AND MANUFACTURER'S PRINTED INSTRUCTIONS. G; C. INTERIOR FINISHES. REFER TO FINISH SCHEDULE ON DRAWINGS. . TER SECTION B--E CERAMIC TILE AND PAVERS: A. ALL MATERIALS SHALL BE Q.UALtTI' 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 NTH ALL REQUIREMENTS OF THE LATEST EDITION OF THE "HANDBOOK FOR CERAMIC TTL.E iNS.TALL.ATION.- TILE COUNCIL OF AMER€CA. INC. (TCA). F. ENERGY REQUIREMENTS: PROVIDE ALL MATERIAL AND EQUIPMENT TO MEET ALL LOCAL ENERGY C. INSTALLATION AS SPECIFIED IN (TCA) "HANDBOOK METH-D" REQUIREMENTS. 1, 'F112" FOR FIRST FLOOR DIVISION 16 - ELECTRICAL RULES AND REGULATIONS: ALL WORK AND MATERIAL SHALL BE IN FULL ACCORDANCE NTH THE "FT41" FOR LOORS ABOVE 2.LATEST FEDERAL, STATE, COUNTY CITY .OF GOVERNING AGENCIES UNIFORM CODES, RULES, NOTHING IN THESE DRAWINGS OR NOTES SHALL BE CONSTRUED TO 3. "W243" FOR WALL, INSTALLATION REGULATIONS OR AMENDMENTS PERMIT WORK NOT CONFORMING TO THESE CODES. D. APPROVE D WATERPROOF MEMBRANE AT SHOWERS OR TUBS WHERE CERAMIC TILE � LOCATION OF OUTLETS AND ELECTRICAL SYSTEM' LAYOUTS. ARE GENERALLY D#AGR.Ri�tMATIc,. it CA � INDICATED. lNtSH IS FINISK I ,,: EQUIPMENT 1S APPROXIMATE, EXACT ROUTING OR WRING, LOCA%IONS OF OUTLETS TO BE GOVERNED STRUCTURAL GON{ltTIONS AND OBSTRUCTIONS. WIRING FOR EQUIPMENT REQUIRING MAINTENANCE DIVISION 10 - SPECIALTIES BY -.AND INSPECTION TOBE READILY ASSESSABLE. SECTION 10-1 MISCELLANEOUS &SPECIALTIES INSTALLATION: ALL ITEMS . SHALL BE INSTALLED iN STRICT ACCORDANCE WITH THE RESPECTIVE PRINTED INSTALLATION INSTRUCTION AND ACCEPTED SHOP DRAWINGS. ADHESIVE WIRING AND CONNECTIONS: A. CONDUIT PiPING LOCATED WITHIN PLANTING AREAS SHALL BE PLACED A MINIMUM OF 18" MANUFACTURER'S INSTALLATION WILL NOT BE PERMITTED. BELOW FINISH GRADES. SECTION 10-8 FACTORY BUILT METAL FIREPLACES: B. U.L. LABELING:' ALL ELECTRICAL EQUIPMENT, .BREAKERS AND. 11ME CLOCK CONTROLS SHALL BE PROPERLY LABELED.. A. FIREPLACES SHALL BE LISTED AND SHALL BE INSTALLED IN ACCORDANCE WiTH THE TERMS OF AND THE MANUFACTURER'S PRINTED INSTRUCTIONS AS PER SECTION 3102.5 OF THE ELECTRICAL SERVICES: THEIR LISTINGS UBC OR APPLICABLE BUILDING AND MECHANICAL CODES. AND SECONDARY SERVICE A. THE SERVING UTILITY WILL PROVIDE AND INSTALL ALL PRIMARYB, FIREPLACE MANUFACTURER; MODEL -AND l;C,B.0, NUMBER U.L. NUMBER OR APPROVED TESTING 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 AGENCY NUMBER SHALL BE INDICATED ON DRAWINGS, SHALL BE PROVIDED BY THE ELECTRICAL CONTRACTOR FROM EACH BUILDING MAIN DISCONNECT TO . C. FLUE CHIMNEY AND TERMINATION CAP SHALL BE MODEL I.C.B4O, NUMBER, U.L, NUMBER OR I THE EXTERIOR BUILDING LiNE FOR CONTINUATION. BY THE SERVING UTILITY, APPROVED TESTING AGENCY NUMBER TO MATCH FIREPLACE. B. PROVIDE ONE ELECTRICAL METER PER UNIT. SECTION 10-C NOT USED C. LIGHT CIRCUITS SHALL BE. 15 AMP W4TIi #14 .AWG CODER CONDUCTORS, SECTION 10-D BATHROOM ACCESSORIES: D. RECEPTACLE CIRCUITS SHALL BE 20 AMP WITH j�12 AWG COPPER CONDUCTORS, PROVIDE BATHROOM ACCESSORIES AS INDICATED ON THE DRAWINGS. E. APPLIANCE CIRCUITS SHALL BE SEPARATE 20 AMP WITH12 AWG COPPER CONDUCTORS, DIVISION 1-1 -EQUIPMENT F. SYSTEM- GROUNDING: PROVIDE ACCESSIBLE JUNCTION BOX AND WIRING FOR GROUNDING EACH SECTION 11-A. APPLIANCES AND SPECIAL EQUIPMENT: -' MAIM ELECTRICAL SERVICE TO REINFORCING BARS iN CONCRETE FOOTING. MEASUREMENTS: VERIFY ALL pIMENSIaNS SHOWN ON THE DRAWINGS BY THE TAKING FIELD G. VERIFY AND LOCATE ALL RECEPTACLES PRIOR TO INSTALLATION OF DRYWALL. p MEASUREMENTS: PROPER PET AND ATTACHMENT OF ALL PARTS IS REQUIRED. H. INSTALL RECEPTACLES AT HEIGHT ABOVE FINISH FLOOR AS INDICATED ON ELECTRICAL PLANS. 1: INSTALL LIGHT SWITCHES AT 3'-8" ABOVE FINISH FLOOR UNLESS OTHERWISE NOTED. DIVISION 12 -FURNISH#NOS NOT INCLUDED IN THESE NOTES. I J. ALL SWITCHED OUTLETS SHALL BE ONE --HALF HOT, I K. LOCATE RECEPTACLES IN ACCORDANCE WITH NATIONAL ELECTRICAL CODE DIVISION 13 - SPECIAL CONSTRUCTION L: GROUND FAULT CIRCUIT INTERRUPTERS SHALL BE INSTALLED AT ALL KITCHEN OUTLETS NTH i N NOT INCLUDED IN THESE NOTES. W-0" OF THE SINK, BATHROOM OUTLETS, ACCESSIBLE GARAGE OUTLETS AND OUTDOOR OUTLETS AS REQUIRED BY THE CURRENT EDITION OF THE NATIONAL ELECTRICAL CODE. QN 14 -CONVEYING EQUIPMENT DIVISION M. WHERE MM GABLE (RQMAX) IS RUN ACROSS THE TOP CEILING JOIST AND/OR WHERE THE NOT INCLUDED IN THESE NOTES. ATTIC IS NOT ACCESSIBLE BY PERMANENT STAIRS OR LADDERS, PROTECTION WITHIN 6 OF THE NEAREST EDGE OF THE SCUTTLE HOLE OR ATTIC ENTRANCE SHALL BE PROVIDED (E C DIVISION 15 - MECHANICAL . 370-14). 1. 15-A HEATING & AIR-CONDITIONING: N, INSTALL 110 VOLT SMOKE DETECTOR TECTOR WITH BATTERY BACK-UP PER SECTION 12.0 OF THE UBC AND CONFORMING TO UBC STANDARDNO 43-6 & NFPA. INSTALL THE DETECTOR IN STRICT RULES AND REGULATIONS: ALL WORK AND MATERIALS SHALL BE IN FULL ACCORDANCE WITH THE ACCORDANCE WITH THE MANUFACTURER`S PRINTED INSTALLATION INSTRUCTIONS. TiOENGINEER, LATEST AMERICAN SOCIETY OF HEATING, REFRIGERATION AND AIR-CONDITIONING >S RE 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 LABORATORIES, INC: (U.L.), AND BEAR THEIR LABEL WHEREVER STANDARDS. HAVE. BEN ESTABLISHED AND THEIR LABEL SERVICE IS REGULARLY FURNISHED, . TO THESE CODES. DIVISION 17 -MISCELLANEOUS DRAWINGS: 1. INSTALL ALL EQUIPMENT, MATERIALS AND ITEMS, ETC„ IN STRICT ACCORDANCE WITH THE - SHALL BE PREPARED BY CLIENTS CONSULTANT OR CONTRACTOR AWARDED BID. MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS. A,THE WORK SHALL BE INSTALLED . AS INDICATED ON DRAWINGS, HOWEVER, CHANGES TO 2. NO ASBESTOS PRODUCTS OR, PRODUCTS WITH ASBESTOS CONTENT TO BE SPECIFIED, INSTALLED ACCOMMODATE INSTALLATION OF THIS WORK WITH OTHER WORK OR IN ORDER TO MEET OR USED. ARCHITECTURAL OR STRUCTURAL CONDITIONS SHALL BE MADE WITHOUT ADDITIONAL COST TO � ;alU� j�IrIG T� 5-F I� - CLIENT. 8. FOR PURPOSES OF CLARITY AND LEGIBILITY, THE DRAWINGS ARE ESSENTIALLY DIAGRAMMATIC TO EXTEN THAT THE OFFSETS, BENDS, SPECIAL FITTINGS AND EXACT LOCATIONS ARE NOT INDICATE D _ _ ...__- _ ..-v__ _: ___...__-_.._ _. _ ._--_._w_.._� _� ___.__ iiOttai Fce ,► l rr1�: iv4anage I It Agency Na A.•Fedena Emergency ndT �". ' itt iBtW by a �F�m�THE be CO pGONTRACTOF2 M.NTS AND SHALL SHALL MAKE USE OF A DATk. IN ALL OF THE CONTRACT D"OCU EUNp:or THIS INFORMATION AT THE S "nZedUa P ram 1~L iIATiC?N CERTIFICATE shalt : ractiQO CW.1to.M': iegist$r+�3 CiVi!nJ'tnear Wi1{� 'i$ $ ndVERIFY ;;. -,... r vJst ba submitte�ng sut�reying. 7h ELEVATION c8RTnFICATE t MATERIALS AND EQUIPMENT: '".' Inspector at the fIt3T� of foundation Inspection. � w: DUCTWORK SHALL COMPLY WiTH THE MINIMUM WEIGHT STANDARDS'AS SET FORTH A. DUCTWORK. D .- FITTINGS SHALL BE - ��'"� - engineering an /or •Other be used Yeactoty 9 IN THE UNIFORM MECHNICAL CODE. GALVANIZED INSULATED WITH 1" FIBERGLLSS INSULATION BOARD, PROVIDE AUTOMATIC FIRE DAMPERS, AND We;. . meti-K)dS may PrOv#dod . . a+rohite*rai dQWign Is submKod, - _ . MISCELLANEOUS MATERIALS WHERE REQUIRED BY CODE. OR DESIGN, .__._.._1_____._ --- - - - - _ - I. FABRICATION AND INSTALLATION: : • - 1 4d be#o (7C}Vr11�. P8r1 I� of # diaphragm naHi 4, V? be ns4 A. EQUIPMENT CLOSETS: SHALT. BE SIZED TO PROVIDE 6" CLEARANCE FROM EQUIPMENT UNIT AT plywood th1an be p** dicularto supports; ......1. • , SIDES, FRONT AND REAR OR PER LOCAL CODE. VERTICAL FAN COIL UNIT CLEARANCES SHALL BE PER CODE. B. FLUES: PROVIDE FLUES, COMBUSTION AIR VENTING AND FRESH AIR DUCTING AND GRILLES FOR I I t3� rZ,, 0!) �- rl I- t IFS 5P(At j__ EQUIPMENT AS REQUIRED BY LOCAL CODE, SECTION 15-B PLANNING '[Ffts p''�"� RULES AND REGULATIONS: ALL WORK AND MATERIALS SHALL BE IN FULL ACCORDANCE WITH THE LATEST FEDERAL, STATE, COUNTY, .CITY OR GOVERNING AGENCIES UNIFORM CODES, RULES. REGULATIONS OR AMENDDMENTS. 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, B. FOR PURPOSES OF CLARITY AND LEGIBILITY, THE DRAWINGS ARE ESSENTIALLY DIAGRAMMTIC 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 NTH DIELECTRIC COUPLINGS OR INSULATION FLANGES. !HASTE AND VENT SYSTEM: ALL SOIL WASTE AND VENT PIPING SHALL BE APPROVED AS PER 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 A$OVE.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 WITK LATEST FEDERAL, STATE, COUNTY, CITY AGENCIES CODE OR REGULATIONS. Q� �. ���Q� , 1� OR GOVERNING t` PLUMBING FIXTURES AND EQUIPMENT; . �� C?' ,, rn, A. GENERAL:. PROVIDE AND INSTALL ALL FIXTURES AND EQUIPMENT SHOWN ON THE DRAWINGS OR I XP, 06/ 0 4 In , NOTED HEREIN. ALL EXPOSED BRASS. TUBING SUPPLIES, CAST BRASS TRAPS, HOSE BIBBS, AND NO. 36957 • WASTE PIECES AND OTHER BRASS TRiM SHALL BE HEAVY POLISHED CHROME PLATED FINISH ALL * ` PIPING THROUGH WALLS, FLOORS OR CEILINGS WITH CHROME PLATED WALL FLANGES OR ` '� STOPS, STRAINERS, TAIL -PIECES, TRIM, ETC., ARE INCLUDED TO ESCUTCHEONS. COMPRESSIONS, cs ` f /� MAKE A COMPLETE FIXTURE, WHETHER OR NOT SPECIF€ED,'PROVIDE APPROVED ONE PIECE WASTE AT TUBS. ,�, q�tr �IViL \ OVERFLOW AND TRAP UNIT WITH GLUED FITTINGS GALL...-' B. GALVANIZED PIPE SHALL NOT BE USED FOR PLUMBING PURPOSES. SECTION 15-C VENTILATING DRAWINGS: . SHALL BE PREPARED BY CLIENT'S CONSULTANT OR CONTRACTOR AWARDED BID. MATERIALS AND EQUIPMENT: A. EQUIPMENT SPECIFIED BY MANUFACTURER'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. B, BATHROOM EXHAUST FANS .SHALL PROVIDE MINIMUM FIVE AIR CHANGES PER HOUR. PROVIDE . FANS IN BATHROOMS AND SERVICE ROOMS NOT PROVIDED WITH 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. ATTIC. VENTILATION: VENTILATING AREA OPENINGS SHALL NOT BE LESS THAN 1/150 OF ATTIC I allas I 111111i - SPACE EXCEPT AREA MAY BE 1/300.PROVIDED AT LEAST 50 PERCENT OF REQUIRED AR PROVIDED IN UPER PORTION OF SPACES NOT LESS THAN 3 -0 ABOVE SAVE OR CORNICE. VE . d Z F- N CL I Ct� CO t-, Q to r , 0 W LLI h W � . �} Q �U)cCi ,Q Z < d I.- 1-1 T_ r, ,_� W 0 W 0 W Q W W J_ 2 IJ_ �_ W It W WI,-- z W p U >_ 0 _ J M Z 0 0 �""` }- W • ""y. 00,z i U) M DRAWN; DAVID CHECKED:DAVID DATE: 01. 07-03 SCALE; CAN PLAN '02 LSHEET N-1 _ -4 POLICE DEPARTMENT MOTES CITY OF SANTA ANA BUILDING SECURITY ORDINANCE (2) ON SINGLE OODRS PANIC HARDWARE MAY HAVE ONE LOCKING SEC. 8-2t}B. GARAGE -TYPE DOORS (AUTOMATIC) POINT WHICH iS N07 To BE LOCATED AT EITHER THE TOP OR APPROVED PRODUCT UST EFFECTIVE 5-5-78 BOTTOM RAILS OF THE DOOR FRAME. THE DOOR SHALL HAVE AN (REVISED 8-1-90) GE -TYPE DOORS, WHICH ARE EITHER ROLLING OVERHEAD, SOLID ASTRAGAL CONSTRUCTED OF STEEL .125 INCHES THICK WHICH MARSHALL ALUMINUM SERIES 5. 1.001410D, {A) GARAGE -TYPE OVERHEAD. SWINGING, SLIDING, OR ACCORDION STYLE DOORS SHALL CON- SHALL BE .ATTACHED WITH NONREMOVABLE BOLTS OR WELD ADD A DEADBOLTS 2O5j12O5, 4O5ji405, 505j1505 TO THE OUTSIDE "OF THE DOOR. THE ASTRAGAL SHALL EXTEND ADAMS RITE" MS1850A, MS185OMSI WOOD DOOR MARVIN WINDOWS �iWo FORM TO THE FOLLOWING STANDARDS: MINIMUM OF SIX (6) INCHES VERTICALLY ABOVE AND BELOW OF FIVE --SIXTEENTHS THE LATCH OF THE PANIC HARDWARE. THE ASTRAGAL SHALL BE (SINGLE STOREFRONT) APPLICATION, MSI$50, MS1$60, (1) WOOD DOORS SHALL HAVE PANELS A MINIMUM A .MINIMUM Of TWO (2) INCHES WIDE AND EXTEND A MINIMUM MS1890 ALL REQUIRE ALL i002 NGTRIKE �75 S40 3 MERZON .INDUSTRIES SERIES 800,820 (5f16) INCH IN THICKNESS WITH THE LOCKING HARDWARE BEING OF ONE (1) INCH BEYOND THE EDGE OF .THE DOOR. CYLINDER ATTACHED TO THE SUPPORT FRAMING. 3) DOUBLE DOORS CONTAINING PANIC HARWARE SHALL HAVE A C�THINDER STAND GUARD600 LBS. OF PRESSURIE� STRIKE (TO MlLGARD MANUFACTURING SERIES 410, 9i0 MIKRON, 7400 (2) ALUMINUM _DOORS SHALL BE A MINIMUM THICKNESS OF .0215 FULL LENGTH STEEL ASTRAGAL ATTACHED TO THE DOORSAT THEIR Y►t MILGARD. 5620 INCHES AND RIVETED TOGETHER A MINIMUM OF EIGHTEEN (18) MEETING POINT WHICH WILL CLOSE THE OPENING BETWEEN ASSA/iiAtT HOOKBOLT NORTHRUP ARCHITECT SYSTEMS 560 ES ON CENTER ALONG THE OUTSIDE SEAMS. THERE SHALL BE A THEM BY NOT "INTERFERE WITH THE OPERATION OF EITHER (SINGLE STOREFRONT) INCH FULL WIDTH HORIZONTAL BEAM ATTACHED TO MAIN :DOOR STRUCTURE DOOR. ASSAj2544 2544DL PACIFIC INDUSTRIES SERIES 200, 250 WHICH SHALL MEET THE PILOT, OR "PEDESTMAN .ACCESS. DOOR FRAMING WITHIN THREE (3):INCHES OF THE STRIKE AREA OF THE (K) THE FOLLOWING "PROVISIONS FOR THE ADDRESSiAARKItiGS SHALL APPLY 8011> 8013. 8015. 8017, 8031. PELLA G WITH ADAMS RITE DEADLOCK PILOT PEDESTRIAN ACCESS DOOR. TO THE RESIDENTIAL DWELLINGS: BALDWIN (1) ALL RESIDENTIAL STRUCTURES SHALL DISPLAY A STREET NUMBER 8033. 8035, 8037, $041> 8043, CMS184802 (3) FIBEGLASS DOORS SHALL HAVE A PANEL A MINIMUM OF SIX (6) iN A PROMINENT POSITION SO THAT 17 SHALL BE EASILY 8045, $047 OUNCES PER SQUARE FOOT FROM THE BOTTOM OF THE DOOR TO A VISIBLE FROM THE STREET. THE NUMBERS SHALL BE FOUR (4) 4203. 4209. 4303,43C}9 POSSt WOOD WINDOWS WSL 5O6$ HEIGHT OF SEVEN (7) FEET. PANELS ABOVE SEVEN (7) FEET AND INCHES !N HEIGHT, OF A COLOR CONTRASTING TO THE BACK- DEXTER PREMIERE 400 PANELS IN RESIDENTIAL STRUCTURES HAVE A DENSITY k F NOT LESS GROUND AND LOCATED So THEY MAY BE CLEARLY SEEN AND FALCON LOCK CS SERIES, DaOVD SERIES, "► THAN FIVE (5) OUNCES PER SQUARE FOOT. READ, IF THE STRUCTURE .HAS REAR VEHICLE ACCESS. Niih#l3ERS SERIES WITH SAW RESISTANT REFLECTOLITE 8 "WHERE SLIDING OR "ACCORDION "DOORS ARE UTILIZED, THEY SHALL BE SHALL BE PLACED THERE AS WELL. BOLT, K--900 SERIES, PRODUCTS 2588-1007--02 {)EQUIPPED WITH GUIDE TRACKS WHICH .SHALL BE DESIGNED SO THAT THE 2 AT EACH DRIVEWAY ENTRANCE TO AMULTIPLE-FAMILY DWELL- DOOR CANNOT BE REMOVED FROM THE TRACK WHEN IN THE CLOSED AND () ING COMPLEX OR A PRIVATE RESIDENTIAL COMMUNITY WHICH IDEAL SECURITY REGENCY MARK VIi REGENCY TYPE, 700. 750 LOCKED POSITION. HAS ACCESS .FROM A PUBLIC ROADWAY, THERE SHALL BE AN SYSTEMS SUPERGUARD I AND SUPERGUARD U S THAT EXCEED SIXTEEN (16) FEET IN WIDTH SHALL HAVE TWO ILLUMINATED DIAGRAMMATIC REPRESENTATION (PLOT PLAN) 880 WITH LOCKED "INDICATOR INDUSTRIES T LEE {C) DOOR A KWIKS€T PROTEKTO LOK IAIOUSTRIES SLIDING DOOR 8-&-86 RECEIVING P01NTS, ONE LOCATED ON EACH ,SIDE OF THE t3OOR. OF THE COMPLEX WHICH SHOWS. THE LOCATION OF THE VIEWER (2) LOCK RECE AND THE BUILDING UNITS WTHIN THE COMPLEX. ROLL EZE U-81O. U- 91O DOORS NOT EXCEEDING SIXTEEN (16) FEET SHALL HAVE ONE LOCK RECEiV- 3 IN MULTIPLE -FAMILY DWELLING" COMPLEXES, ANY BUILDING D11, ULTRA 700 ING POINT PLACED ON EITHER SIDE OF THE DOOR. A SINGLE BOLT SAY BE UEDECO R811 USED IN THE CENTER OF THE DOOR WITH THE.LOCKING POINT LOCATED () "HAVING A SEPERATE IDENTIFYING FACTOR OTHER THAN THE RUSCO SERIES 122I3 1720, EITHER 4N THE FLOOR OR DOOR FRAME "HEADER. STREET NUMBER SHALLBE CLEARLY IDENTIFIED IN THE MAN- RUSSWN 88O RYLOCK SERIES 16 MODEL SD-6 G DOORS SHALL 'BE 'EQUIPPED WITH SLIDEBOLTS HER DESCRIBED IN SUBSECTION (K), INFRA, EACH INDIVIDUALNUB-560. USE OF SCHLAGE *BOX (D) ALL OVERHEAD OR SWINGiN UNIT OF RESIDENCE SHALL HAVE A UNIT IDENTIFYING NUM- SCHLAGE WHICH SHALL BE CAPABLE OF UTILIZING PADLOCKS WITH A MINIMUM BER, LETTER OR COMBINATION THEREOF DISPLAYED UPON THE STRIKE. APPROVED, H SERIES. SUNAtR ALUMINUM TOO SERIES NINE -THIRTY-SECONDS (9f32) INCH SHACKLE. DOOR, WE#SER 04000 SERIES, 09370, AND SUPERIOR ALUMINUM 9D00, 95fl0 (1) THE .ENTIRE SLIDEBOLT ASSEMBLY "SHALL BE CONSTRUCTED OF CASE- 4 BUILDINGS SHALL BE NUMBERED WITH THE AiPPROVAL OF THE D9470S. CS1170 COMBO HARDENED STEEL AND SHALL HAVE A FRAME MINIMUM OF .120 () ENFORCING AUTHORITY. TOMRAYfTM COBB TYCO 900-1t100 bti68XO, TYCQ &6 INCHES IN THICKNESS, AND A BOLT DIAMETER A MINIMUM OF WESLOCK 430, 432 WAKING INDUSTRIES SERIES 300. 7500 ONE-HALF (1 j2) INCHES INTO THE RECEIVING GUIDE. (5) THIS SECTION S13All NOT PREVENT SUPPLEMENTARY ENTET Y CURBS NUMBER - SHALL BE ATTACHED TO THE DOOR WITH ING SUCH AS REFLECTIVE NUMBERS ON THE STEET CURBS OR DECi?- tINiFiELD S00Gf AUTOMATIC DEADBOLT Wn�IDOw MASTER SGO-A2 700 SERIES, 290. 490 (2) SLIDE' BOLT ASSEMBLIESRATIVE :NUMBERING .BUT THIS SHALL BE CONSIDERED SUPPLE BOLTS WHiCH ARE NONREMOVABLE FROM THE EXTERIOR. RIVETS MENTAL ONLY AND SHALL NOT SATISFY THE REQUIREMENTS OF YALE 2850 SWINGBOLT, HOOKBOLT DOOR VIEWER; SHALL NOT BE USED TO ATTACH SUCH ASSEMBLIES THIS SECTION. (E) PADLOCKS USED WITH EXTERIOR MOUNTED SLIDE BOLTS SHALL HAVE 9 32 MORTISE DEADBOLTS ALL WITH ALUMINUM 180 DEGREE VIEWING ANGLE. A HARDENED STEEL SHACKLE A MINIMUM OF NINE -THIRTY: SECONDS (j ) (6) AND FRE DEPARMEN S ON BE OF ONSTRUC ION ADAMS RITE MS1837 PADLOCKS: INCH IN DIAMETER WITH HEEL AND TOE LOCKING AND A MINIMUM 'FIVE THE MAPS SHALL INCLUDEBUILDING IDENTIFICATION AND 52O SERIES ABLOY 3041, 3042, 3051, 3061, 3071, 3072 (5) PiN TUMBLER OPERATION. THE KEY SHALL BE NONREMOVABLE WHEN UNIT IDENTIFICATION- ASSA AMERCAN LOCK 5100 & 52400. 700, MSIOODL, IN AN UNLOCED POSITION, (L) ALL EXTERIOR DOORS SHALL BE EQUIPPED WITH A LIGHTING DEVICE BALDWIN 6000 SERIES (WITH FUNCTION .21, DOORS -UTILIZING A CYLINDER LOCK SHALL HAVE A "MINIMUM FIVE WHICH SHALL PROVIDE :A MINIMUM MAINTAINED ONE (1) FOOT- 75. 77.80) {AS2OODL, 504, fifl0 F {) CANDLE OF LIGHT ATGROUND LEVEL DURING HOURS OF DARKNESS. (5) PIN TUMBLER OPERATION WITH THE BOLT OR "LOCKING BAR EXTENDING LIGHTING DEVICES SHALL BE PROTECTED BY VANDAL RESISTANT COVERS, CORBIN 495)OO (WITH FUNCTION 23, 43, MASTER ALL HAVING KEY RETAINING INTO THE RECEIVING GUIDE A MINIMUM OF ONE (1) INCH. FEATURE DOORS CONTAINED IN GARAGE TYPE DOORS SHALL (M) AISLES. PASSAGEWAYS AND RECESSES RELATED TO AND WITHIN FALCON M2530, M2570, M2650 SLIDING GLASS WINDOWS (G) PEDESTRIAN ACCESS D T FORTHIN SERAGE '8-211 {B) OR {E}• (ORD. MUL71PLf-FAMILY 'DWEWNG COMPLEXES SHALL BE EQu#PPED WITH COMPLY TO THE STANDARDS SE F LIGHTING DEVICES 'itCH SHALL "PROVIDE A MINIMUM MAINTAINED TOMRAYfTM COBB TYCO 66. TYCO 75. TYCO 80, 77 NO. NS-1424, # 1. 8--5--78, ORD. N0. NS-1794> do 5, 10-14-85) ONE (1) FOOTCANDYLE OF LIGHT ACT GROUND LEVEL DURING HOURS OF RUSSWIN 5000. 7000, T74100. 7400 (WITH DARKNESS LIGHTING DE79 VICES SHALL BE PROTECTED BY VANDAL FUNCTION 61, 67) SEC. 8-209. WINDOWS AND SLIDING GLASS DOORS. RESISTANT COVERS. ASTRAGALS {STEEL -EXT€RIDR} .ALL PARKING LOTS, CARPORTS, GARAGES AND PARKING STRUCTURES SARGENT 43. 5Q) COMBO ALUMINUM 1152 SERIES '(FUNCTION 24, 25. THE FOLLOWING REQUIREMENTS MUST BE MET FOR WINDOWS AND (N) OF MULTIPLE -FAMILY DWELLING COMPLEXES SHALL BE EQUIPPED 445, SLIDING .GLASS DOORS OTHERWISE SPECIFIED IN SECTION 8-210 {SPECIAL WITH LIGHTING DEVICES WHICH WILL PROWi1DE A MINIMUM MAIN- YALE 4600,. 86dCi, 8700, {WITH PEAfKO 357SC. 3575P (A) EXCEPT AS O NG PROVISIONS) AND SECTION $-241 TAINEO ONE FOOTCANDL€ OF LIGHT ON THE PARKING SURFACE OUR- FUNCTION 2Cl, 27, 32, 47, 87) RESIDENTIAL BUiLDf ING HOURS OF "DARKNESS, SUBTERRANEAN PARKING SLOTS SHALL REESE 1835, 18355 (SPECIAL COMMERCIAL .BUILDING PROVISION), ALL OPENABLE MAINTAIN LIGHTING 1WENTY-FOUR (24) HOURS A DAY. LIGHTING SCHLAGE L9453 EXTERIOR WINDOWS .AND SLIDING "GLASS DOORS SHALL COMPLY DEVICES SHALL BE PROTECTED BY VANDAL RESISTANT COVERS. ULTRA INDUSTRIES WSO54, WSi7fi GASKET - WS22fi WITH THE TEST AS "SET FORTH "IN SECTION 8-212 (TESTS). SEAL ANY PORTION (0) ALL EXTERIOR REQUIRED LIGHTING DEVICES SHALL BE PLACED AT A ALL EXTERIOR CYLINDERS MUST BE PROTECTED BY (8) LOUVERED WINDOWS SHALL NOT BE USED WHEN HEIGHT WHICH WILL FULLY ILLUMINATE AN AVERAGE ADULT. APPROVED CYLINDER GUARDS,FLUSHBOLTS OF THE WINDOW IS LESS THAN TWELVE (12) FEET VERTICALLY OR APPROVED AUTOMATIC RELEASING FLUSHBIII TS FOR WOOD SIX (6) FEET HORIZONTALLY FROM AN ACCESSIBLE SURFACE OR (P) IN M1DRY IS FAI EtLI DWELLING L COMPLEXES WHERE A COMMON ELECTROMAGNET LOCK ANY ADJOINING ROOF, BALCONY, LANDING. STAIR TREAD, LAUNDRY IS SUPPLIED, THE LAUNDRY ROOM°S ACCESS DOOR SHALL AND METAL DOORS. PLATFORM OIL SIMILAR STRUOTURE. (OREVICE AND SELF D. NO. NS 1424, & 1, fi-5-78) BEECEQUIPKING PED OOR LOCK WHICH C}AN BE MANUALLY SELF CLOSURE DISENGAGED ON DOOR CONTROLS SEC. s-21O: SPECIAL RESIDENTIAL BUILDING PROVISIONS.- THE INTERIOR- LIGHTING SHALL 8E MAINTAINED INSIDE THE LAUN- SECURITY DOOR CONTROLS SERIES 1511 INTERNATIONAL 840 SERIES, 940 SERIES THE FOLLOWING SPECIAL PROVISIONS SHALL APPLY TO ALL RESIDENTIAL DRY ROOM DURING HOURS OF DARKNESS: * MINIMUM 3 1 j2 INCH STRIKEPLATE ATTACHED WITH MINIMUM 2 IVES NO. 456, 556, do 559 {GI) WHEN ACCESS TO OR WITHIN MULTIPLE -FAMILY DWELLING COI- 1 j2 INCH "SCREWS MUST BE INSTALLED REGARDLESS OF THE DWELLINGS STRIKEPLATES INLCUDED WITH ANY OF THE LOCK KITS ARMORED STRIKEPLATES BE OF SOLID CORE CONSTRUC- . PLEX OR PRIVATE RESIDENTIAL COMMUNITY IS UNDULY DIFFICULT L7 MENTIONED ABOVE (EXCEPTION; SCHLAGE "BOX STRIKE"). (A) ALL EXTERIOR SWINGING DOORS SHALL BECAUSE Of SECURED OPENINGS OR '.WHERE, IMMU PO ACCESS #S {ALUMINUM DOORS) TION WITH A MINIMUM "THICKNESS OF ONE AND THREE -FOURTHS NECESSARY .FOR uFESkMNG OR FIRE .FIGHTING .PURPOSfS. A KEY 1 3 4: INCHES, OR VAT" PANELS NOT LESS THAN NINE-=S'IXTEENTHS OVERRIDE IS TO BE INSTALLED IN AN ACCESSIBLE "LOCATION. THE ** DOUBLESITUATIO CYLINDER CONTACT THE CRIME LTS ARE NOT LEGAL IN ALL ADAMS RITE MS4�2 (9/16))iN04 THICK. KEY OVERRIDE SHALL BE MASTERED TO BOTH FIRE DEPARTMENT AND APPROPRIATE APPLICATION. (647-5093)NT}(Iltil UNIT FOR KEEDEX WRAP AROUND STRIKEPLATE (8)ANY SWINGING DOOR LEADING. FROM A GARAGE INTO A RESIDENCE. POLICE DEPARTMENT KEYS. SHALL BE OF SOLID CORE CONSTRUCTION WITH A MINIMUM THICK- (R) ALL SKYLIGHTS ON THE. ROOF OF ANY RESIDENTIAL STRUCTURE SHALL CYLINDER GUARDS GOLDENROD NESS OF ONE AND THREE -EIGHTHS (1 3j8) "INCHES, BE PROVIDED WITH RATED BURGLARY RESISTANT GLAZING. ADAMS RITE MS4043 INDUSTRIES STAINLESS STEEL DOOR GUARD T ABOVE DESCRIBED DOORS SHALL BE EQUiPPED WITH A SINGLE (S) PASSENGER ELEVATORS, THE INTERIORS OF WHICH ARE NOT M MIRRORS AWI "� OTHER REQUIREMENTS IN THE "ORDINANCE MAY APPLY; THOUGH :NOT {C) HE CYLINDER DEADBOLT HAVING A MINIMUM PROJECTION OF ONE INCH O PLETELY VISIBLE WHEN CAR DOOR(S) IS OPEN, SHALL HAVEOf SPECIFICALLY ADDRESSED IN THIS PRODUCTS LIST. ANY OUESTiONS ' AND AN EMBEDMENT OF AT LEAST THRE-FOURTHS (3j4) INCH IN S(} PLACED A5 TO .MAKE VISIBLE` THE WHOLE OF THE ELEVATOR (DIVISION REGARDING 9190. 9191 REGARDING THE ORDINANCE SHOULD "B£ DIRECTED TO THE SANTA ANA THE STRIKE RECEIVING THE BOLT. THE .BOLT SHALL .BE "CONSTRUCTED INTERIOR TO PROSPECTIVE PASSENGERS OUTSIDE THE ELEVATOR. POLICE DEPARTMENT CRIME PREVENTION UNIT AT 647-5093 5O AS TO RESIST CUTTING TOOL ATTACKS. THE CYLINDER ,AND HAVE T WHENEVER A MAIL SLOT IS LOCATED WITHIN FORTY (40) INCHES OF KEEDEX K24 A CYLINDER GUARD, A MINIMUM OF FIVE {5) PIN TUMBLERS, {) Y LOCKING DEVICE ON ANY EXTERIOR DOOR, IT SHALL HE ITEMS NOT APPEARING ON THIS "LIST ARE NOT NECESSARILY PROHIBITED SHALL BE CONNECTED TO THE INNER PORTION OF THE LOCK BY CON- THE PRIMARY FOR USE.:REFER .ALL SUCH ITEMS TO THE SANTA ANA POLICE DEPARTMENT SHALL SCREWS OF AT FEAST ONE (1 j4) INCH DIAMETER. COVERED BY AN INTERIOR HOOD WHICH WILL _DISCOURAGE MANIPU. LORi 4000 SERIES CRIME PREVENTION UNIT FOR EVALUATION PRIOR TO USE. ITEMS NOT LATION OF THE PRIMARY LOCKING DEVICE. MODEL 153 SPECIFICALLY APPROVED WILL NOT BE ACCEPTED FOR FINAL INSPECTION. THE PROVISION OF THIS SUBSECTION DO .NOT APPLY WHERE PANIC S REQUIRED U E EQUIVALENT 'DEVICE ISAPPROVED {U) ALL EXTERIOR BLOCK WALL FENCING OF MULTIPLE -FAMILY DWELLING MAJOR MFG. CO. HARDWARE i A DUAL LOCKING ROVED COMPLEXES SHALL HAVE INTERVALS PROVIDNG VISIBILITY CORRI- RUSS"N 95 BY THE ENFORCING AUTHORITY. FURTHER, pORS, WHICH WILL ALLOW VISIBILITY OF THE INTERIOR FROM OUTSIDE ADDITIONAL NOTES ANISM, CONSTRUCTED SO THAT BOTH DEADBOLT AND LATCH CAN BE THE WALL, AND THESE VISIBILITY CORRIDORS SHALL BE PLACED AT SC07SMAN CYLGARD RETRACTED BY' A SINGLE ACTION OF THE INSIDE :DOOR KNOB OR 1, 46 FT, GARAGE DOORS TO HAVE 5lDEBOLTS. EACH SIDE INSTALLED Wf NON -REMOVABLE, LEVER, MAY Y'13E UTILIZED PROVIDED IT "MEETS ALL OTHER SP£CIFICA- REGULAR. ONLY-LS TtiES€ WN#LL BE REQUIRED ON THE SIDE 'FACING BOLTS. TIONS FOR LOCKING DEVICES SLIDING GLASS DOORS: 2, GARAGE SIDE DOORS AND GARAGE ACCESS DOOR TO BE EQUIPPED W/ "TITAN 780' AND JAMBS FOR EXTE- (V) PERMANENTLY WITIi SHEER METALS EADIN HT OF TE 1 (10) FEES THIS SY A--1 (SUPERIOR ALUMINUM) 9000, 9500 SERIES (D) INSTALLATION AND CONSTRUCTION OF FRAMES ENCLOSED3. ALL SLIDING GLASS DOORS AND WINDOWS TO HAVE PERMANENT ANTI -LIFT DEVICES ' RiOR SWINGING DOORS SHALL BE AS FOLLOWS: COVERING SHALL BE LOCKED AGAINST THE LADDER WITH A CASE ABC PRODUCTS SERIES 350 & 9000 AND SID€BOLTS INSTALLED. D WITH SOLID "BACKING iN HARDENED HASP, ,SECURED WITH MU NONREMOVABLE SCREWS OR BOLTS (i) DOOR JAMBS SHALL BE INSTALLE AND A PADLOCK WITH A MINIMUM THREE -EIGHTHS (3j8) INCH SERIES 3000 4. ALL SASH WINDOWS TO HAVE AUXILIARY LOCKING DEVICES INSTALLED, SUCH A MANNER THAT NO VOIDS EXIST BETWEEN THE STRIKE HARDENED STEEL SHACKLE, LOCKING AT BOTH HEEL AND TOE. AND ACI SIDE A THE JAMB AND THE IDS OPENING FOR A VERTICAL A iA1NIMUt�t FIVE (5) P}N TUMBLER OPERATION WITH NONREMOVABLE SERIES 400, 18OD, 2000, 23DO 5.-70MRAY, INC.- WINDOW MODELS TO BE APPROVED PRIOR TD INSTALLATION. DISTANCE E SIX {6) INCHES EACH SIDE OF T14E STRIKE. FINGER K£"t WHEN IN AN UNLOCKED POSITION. HINGES ON THE "COVER WILL ACORN JOINTS ARE "P{7pHIBtTED WITHIN. TWELVE (12) INCHES VERTI- BE PROVIDED WITH NONREMOVABLE PINS WHEN USING PIN TYPE ADOR HiL}TE R-80O, 1200 JOINT Of ANY LOCKING DEVICE. HINGES. (ORD. NO. "NS-1424, & 1, 6-5-'�78; ORD, NO. NS-1436, SERIES 1710 CALLY & 2, 8-21-78; 6 ORD. NO. NS-1794, & , 10-�14-85) ALENCO (2) IN WOOD FRAMING, HORIZONTAL BLOCKING SHALL BE PLACED A#WINDOOR MARK V# BETWEEN STUDS AT DOOR LOCK HEIGHT FOR 'THREE (3) STUD SPACES EACH SIDE .OF THE DOOR OPENINGS. TRIMMERS SHALL BASCO PRODUCTS SERIES 6138 BE FULL LENGTH FROM THE HEADSTO THE FLOOR VATH SOLID BACKING AGAINST SOLE PLATES BELKNAP INDUSTRIES SERIES 3000 (E) THE INACTIVELEAF OF DOUBLE "DOORS SHALL BE EQUIPPED WITH BETTER SILT ALUM 465, 470 METAL FLUSHBOLT(S) HAVING A MINIMUM EMBEDMENT Of FIVE- EiGHTHS (5/8) INCH INTO THE HEAD AND THRESHOLD OF THE DOOR BLOIABERG HP 680 FRAME. {f) "GLAZING IN EXTERIOR DOORS OR WITHIN FORTY "(40) .INCHES OF A BUILDERS DOOR LOCKING MECHANISM SHALL BE FULLY TEMPERED GLASS OR FINISHED PRODUCT WOODEN SLIDING GLASS DOOR '~ R`t RESISTANCE GLAZING, �pC�OF��,�f� x.,~ "RATED BURGLARY CALIFORNIA EQUIPPED MILLWORKS FRENCH SLIDING GLASS DOOR �r<� �����t�' (G) HINGES FOR OUTSWNGING EXTERIOR DOORS SHALL BE WITH NONREMOVABLE HINGE PINS OR A,MECHANiCAL INTERLOCK TO REMOVAL OF TIME DOOR FROM THE EXTERI41-D1 'OR BY REMOWe- � ING THE HINGE PINS. CENTURY P PRECLUDE REMOVAL . 06/3 04 m ALSO APPLY TO EXTERIOR HINGES ON ELCO SERIES 15fl ��' S7 THiS REQUIREMENT SHALL ANY SWINGING DOUR WHICH LEADS FROM A GARAGE INTO A RESIDENCE. tOOO FLEETWOOD FLEETWOOD 125 SIERRA, N -(H) STRIKEPL ATfS SHALL BE CONSTRUCTED OF A MINIMUM SIXTEEN (16) 800 SPARTAN, 900 TITAN, 3000 .k BRONZE OR BRASS A ,FAIN#MUM 43F THREE AND NORWOOD �� CrWI # L U.S. GAUGE STEEL, BR B WITH JAM � Ofi CALWF�$ ONE-HALF (3 4 j2) INCHES IN LENGTH AND SECURED TO THE GUARANTEED PRODUCTS 875. 900 SCREWS A MINIMUM OF TWO AND ONE-HLAF (2 1 f2) INCHES IN LENGTH. (1) ALL FRONT EXTERIOR DOORS SHALL BE EQUIPPED WktTH A MADE HtLTON $5 jt351 ANGLE WHERE CNEARE HUNDIROED EIGHTY N PANELS (180)INEGRE€LDOOR VIEWER, EXCEPT IifJRTON 2010 'SERIES ARE(J) WHEN PANIC HARDWARE iS REQUIRED By THE UNIFORM BUILDING IGA SERIES 700 CODE OR TITLE 24 CALIFORNIA ADMiNISTRATIVE CODE, IT SHALL BE EQUIPPED AND INSTALLED AS FOLLOWS' INTERNATIONAL ALUMINUM 901, 925, 926> 930, 935, 950 . (1) PANIC HARDWARE SHALL CONTAIN A MINIMUM OF TWO (2) LOCKING JOINTS .ON "EACH DOOR, ONE LOCATED AT THE HEADER, KELLER SERIES 61-MUST BE ADJUSTED FOR THE OTHER AT THE 'THRESHOLD OF THE DOOR; OR AND LIFT LIKIT LIKIT DOOR REVISIONS BY C -01uo3 Io/zo/ 03 z F_ u Cr) N Cy 057 LLo t-- 6 W UJ 0 Z t4i? N .--. CAL W U W 0 U) Lij W ,-- 0 Q z . 0�z r DRAWN: DAVID CHECKED:DAVID DATE: 07- 07• 03 SCALE: ON PEARL SHEET 03 PN-1 OF 13 FLOOR PLAN NOTES R AND APPROVED SHATTER- 35 AREA OF COMBUSTION AIR OPENINGS OF 1 SQ. IN PER 1000 BTU (1000 SQ. INCH MIN.) NT WALL ADJACENT TO SHOWS 17. ALL.FIREPLACES CONSTRUCTED AFTER JJLY 1, 1991 IN RESIDENTIAL DWELLINGS UNITS TO 28. PROVIDE 70 HIGH NON ABSORBE 1. REFER TO GN-1 FOR GENERAL NOTES. REQUIREMENTS OR THEIR EQUIVALENT OR TO BE RESISTANT MATERIAL FOR SHOWER ENCLOSURE W/ CATEGORY 11 CLASSIFICATION PER UBC IS REQUIRED INTO COMPARTMENT: HALF OF THE AREA WITHIN 12" OF CEILING AND HALF REVISIONS BY - N ROOF TO HAVE R-30 BATT. CONFORM SPECIFIED LISTINGS OR EPA Q AND PER UBC 3105.2. - 406.4.5 510 b 5406 d 5 AND PC 410.0. WITHIN 12 OF THE FLOOR (MC 701, 702, AND 707). T RIOR WALL TO HAVER 19 BATT INSULATION NGES INCLUDING HEARTH EXTENSIONSTD 24 2 8O7 1.2 2 [ (), () ] Z. ALL EX E DECORATIVE ELECTRICAL APPLiA INSULATION. E 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 PROVIDE SEISMIC STRAPS AT WATER HEATER. 19, PROVIDE BARBECUE (L.A.M.C. 57.20.25). 6" . MIN. ABOVE CEILING JOIST WITHOUT SCREEN AT THE TOP (ATTIC TO HAVE ADEQUATE 3• 19. THE STREET ADDRESS SHALL BE POSTED ON THE BUILDING IN SUCH A POSITION TO BE 4. PROVIDE BACK DRAFT DAMPERS AT DRYER VENT HOOD AND EXHAUST HOODS. M 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). EXTERIOR SOFFITS SHALL BE STUCCO OVER EXPANDED METAL LATH. PLAINLY LEGIBLE FROM 5 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 6. MIRRORED WARDROBE DOORS WHERE OCCUR SHALL BE SAFETY GLAZED AND MEET Y BACKUP. EXTERIOR OF THE BUILDING OR STRUCTURE CONTAINING THE FUEL GAS PIPING. FOR THE FORCE AIR FURNACE (MC 317). IMPACT TEST REQUIREMENTS PER, UBC STD. 24-2. WITH BATTER 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 7. CUTTING, NOTCHING AND BORING OF STUDS SHALL BE IN ACCORDANCE W/ UBC L.A.M.C..57.20:25). 32. DO NOT SCALE DRAWINGS; WRITTEN DIMENSIONS SHALL GOVERN LARGE SCALE DRAWINGS SECTION 2326.8.3, 2326.1 1.9, 2326.11,10, AND 2326.12.4. BARBECUE ( SURFACES ON THIS PROJECT SHALL HAVE ONE LAYER SHALL GOVERN OVER SMALLER SCALE DRAWINGS CONTACT DESIGNER TO CONFIRM ALL OPENING. U C S FO MAXIMUM OF 1 " DROP FROM DOOR SILL TO 22• ALL HORIZONTAL PLASTEREDDISCREPANCIES, 39. SEPARATE ,DUCTS FOR .UPPER AND LOWER COMBUSTION AIR SUPPLY OPENINGS 8. ALL EXTERIOR OUT SWING DOORS TO HAVE BITUTHANE UNDER PAPER BACKED METAL LATH. LAP BITUTHANE VERTICAL WALL MIN. 2". EXTERIOR FINISH MATERIAL. i 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). UTILITIES D AND ACCORDANCE WITH CBC CHAPTER 24, PART I1. 23. ALL ENCLOSED SPACES BEEN. DOORS) SHALL HAVE CATEGORY 11 CLASSIFICATION AND LESS THAN 9 S.F. SHALL 41. UNDERGROUND UTILITIES SHALL BE REQUIRED FOR THIS PROJECT. 9. ALL WINDOWS TO BE DUAL GLAZE VENTILATION. 2 1 x1 -0 SOFFIT VENTS WITH BUG SC GLASS D ) 41. STRUCTURAL TESTS AND INSPECTIONS REQUIRED BY :GBC CHAPTER 17. WINDOW SILL HEIGHTS SHALL NOT EXCEED 44 PER UBC. SECTION 310:4. VENTILA () SS PROFILES REQUIRED TO 8E SUBMITTED SEPARATELY HAVE CATEGORY I CLASSIFICATION PER UBC STD. 24-2, TABLE 24-2A, 42. THE STRUCTURAL ENGINEER OF RECORD SHALE PROVIDE "PERIODIC AND FINAL INSPECTION 1O. ALL BEDROOM 24. SHOP DRAWINGS FOR FLOOR TRU 11. PROVIDE P & T RELIEF VALVE AT WATER HEATER - VENT TO OUTSIDE. APPROVAL. 34. CLOTHES DRYER SHALL BE EXHAUSTED TO THE OUTSIDE WITH THE FOLLOWING DUCT CRITERIA; IN PLAN FORM W/ STRUCTURAL EL. , , FOR .ALL STRUCTURAL ELEMENTS TO ENSURE COMPLETED CONSTRUCTION AGREES WITH.. 12. PROVIDE BACKFLOW PREVENTER AT HOSE BIBBS: FOR GLU-LAM BEAM, TRUSSES, AND STRUCTURAL STEEL., EXHAUST DUCT MUST BE 4 MIN. IN DIAMETER W/ A MAX. LENGTH UP TO 14 -0' W/ TWO HIS/HER DESIGN. PRIOR TO THE BUILDING SAFETY DIVISIONS FINAL INSPECTION, THE 13. PROVIDE RECESSED 80X FOR ICE MAKER LINE AT REFRIGERATOR SPACE. 25. I,C.B.O. FABRICATOR REQUIRED 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 DRYER HOOK UP. 26. PROVIDE LOW CONSUMPTION WATER CL % % STRUCTURAL ENGINEER OF RECORD SHALL SUBMIT A LETTER TO THE BUILDING OFFICIAL 14. PROVIDE RECESSED BOX FOR WASHER AND D „ - PER FLUSH PC 402.0) 6" MIN. IN DIAMETER W/ A MAX. LENGTH UP TO 22 -0 W/ TWO ELBOWS (MC 504, 908). CERTIFYING COMPLETED STRUCTURAL ELEMENTS (106.3.5 AND 1702). 15. PROVIDE MIN. 22'x3O" ACCESS TO ALL ATTICS WITH 30 MIN, HEADROOM. MORE THAN 1.6 GAL. WAI.,LS BELOW GRADE THAT ENCLOSE HABITABLE OR OOM WITH 27, PROVIDE DAMP -PROOFING FOR ALL 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 16. ALL FIREPLACES SHALL HAVE A GAS SHUT OFF VALVE LOCATED IN THE .SAME R - NONHABITABLE SPACE, UBC. 1402.4. 5'-d" OF FIREPLACES VALVE SHALL BE OUTSIDE OF FIREPLACES. 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; 49' -0" 51,-0,> it p 0 20'-0" t 1 3r-3rr � :- $I 3'-6sr s „ 2,-�:s 2' 3r-6,r 5r-6,r 41 -8rs 18 6'-5» 12 V - 6,ro„ L=2O'-0° EXTERIOR STUCCO OR WR LIGHT IRON RAILING o O DRAIN/OVER FLOW DRAIN/OVER FLOW (0 U 0 a �, 1 0 DECK o i� oa rN- HO MOP W/ TILE OVER .- iss ° SHU DECK (IC.BO ER5968) T 0o ST 6 _ 2'--1 m ST 6 1 N L=6'-5" =4'-6" L=7'-O" L=4`-6" 2868SC p 4040SL TG 2016SL 6040SL 4016SL TG 6068SL 3016S1 J� 6040SL ! ® «zt 6040SL ® ® « 1 r « o 46 N x in 0 ur 1 HR RATED WALL WITH Uj 2 0 5/8" TYPE W DRYWALL N % if ) c / _ Q o 2068HC co I i0 -I O 0 1 I B N N bo � r co B /f ARAGE ST-6 M.BATH BEDRM.3 BEDRM.4 BEDRM.1 3-CAR G - ST- BEDRM.2 - CARPET /y to + I CARPET 2468HC 2468HC CARPET CONCRETE «� CARPET 1 j 2468HC 2468HC in mLo -��, SLOPE 1/4" PER ,- `= a FOOT TO DRAIN = 2 JCI �(68HC 0. 6068SL s NOTE: 1HR RATED WITH \ 5068SL I N 7068SL 7068SL 5/8" TYPE W DRYWALL , ,> Fr r+ rr r „ r` CEILING IN THE GARAGE 6 -3 4�6 6'- 9 7 -0 z 1 S L-7'-i" 2 Q _ _ A , " z = L=V-0" I co � co -nd � L=9 -$00 co 727 (0co N ® O ® N Ln I « =_0m) _� s�- CID 10 2-1" 7 _p"j2868 ' OJ co 1 20 MINUTES DOOR 2668HC « a Self -closing, fight -fitting solid- N „ D AIN/OVER FLOW x x SD waod doer 1-314 thk.<aA x 2 x32 I HA1_1rWAY a x� 1 HR RATED WALL WITH 0 � co y CARPET N I 518" TYPE W DRYWALL uj co D� ATTIC dLO O L=20'-0" I C� O r- 6 sr r , s r N i7 OO z 0 o O , ® tf? W ,I 2668HC "�y i «o Y d M.BEDRM I a FAM I L.Yj ctI} t \ W CARPET N Q o CARPET U -I t(7 Nl 18 Q © J " N LO co co 05 a (0 CON 2668HC O DRAIN/avER Law 1 0 2668HC o 1- DECK I �� « I x ENTRY PORCH 00 rn c� HOT. M w/ TILE OVER x I RAIN/OVER FLOW 4aQ Z 1 SHUR K (lC80-ER5968) 1 8 I O TILE_ 2�'� L=8'-O" D-2 2 D-2 6'-9" N 12'-0" ( LL �Op �? `� -g, c, 2668HC O o 2668HC E t j 2 N f O -DRAIN/OVER FLOW ' 4050SL O ® tv f 2 N 6'-11_„ 3'-0 «j " 2 � 2 � 7Qr I ifl 0) t0 KITCHEN i- � TI LE N t� ' LIVING n 1 co , UPEI�i TO BELOW _j :i c�u " 0 O DINING CARF`ET 0 00 co (� TILE. a 0 { lL� M 2068HC ��O N �" 2 00 `c 5 2 PANTRY ® '� o TILE `� F.P. ,' P j 5050SL 2 5050SL 5C)4C)SL:I 5o4osL 1 I L-13-i1 ! � � _ , O' -0" 3r-9r, Ir SECOND FLOOR PLA e 0613 04 O' 36 57 fp �' CIVIL OF CALlFO� V Z Z rw 1 tY? 0 0 � (5) LO r ,G 0 J - w }- LT. V < Z N It T r� ~ 0 'Lo F_ Z Llj Lu I uj uj I ui r i LL >♦ .Lu ui +e *• • 1 DRAWN: JACKIE CHECKED: -- DATE: 07-07-03 SCALE: AS NOTED SHEET 04 ST-1 OF 13 SHEAR WALL 2x6 STUD 1/2" DRY WALL WHERE BOTTOM APPLICABLE 3 1 /2" THK. CONCRETE PLATE W/ 2x6 STUD @ 16" O.C. 3 1/2" THK. CONCRETE SLAB W/ 6x6—#10x#10 5/8" SLAB W/ 6x6-#10x#10 WIRE MESH 0/ 2 SAND ANCHOR 7/�„ STUCCO w WIRE MESH 0/ 2" SAND BOLT— 7" R-13 BATT INSULATION a ENBEDED INTO 3 1/2" THK. CONCRETE 1 FOOOOT MIN. 1 4 PER CONCRETE !!T MIN., Z SLAB W/ 6x6—# 1 ox# 10 WIRE MESH 0/ 2" SAND —~ T A x__ --�aV•----"�{ 6 *jet - :. =V f I-1 I I I I I=1 11=, I - j y I I III i I 1=111=11 I j I Qx ---�--4 [4 1, }� _1�1=1 } �,11-111 _ a}��II �,►—���— I a o Q REBAR 4 o4 REBAR @ TOP & i k ( TOP & ° CK 41 a BOTTOM 4 REBAR Q TOP �c ° BOTTOM N 0 F 44 a o 12" FOR ONE STORY BOTTOM c ii 12" FOR ONE STORY { c t N cocv 15" FOR TWO STORY { 12" FOR ONE STORY 15" FOR TWO STORY I � 15" FOR TWO STORY co "cj GARAGE @ DOOR EXT. BEARING FOOTING 1 GARAGE @ WALE. B ST- 6 x w { U-) BOTTOM PLATE 1/2" DRY WALL 1 /2" DRY WALL 1/2" DRY WALL W/ 5/8" 2x6 STUD @ 16" O.C. SIMPSON 7/8" STUCCO ANCHOR BOLT- 7/8" STUCCO SIMPSQN 7" ENBEDED STRONG --TIE 2x6 STUD -@ 16" O.C. STRONG —TIE HOLD DAWN 2x6 STUD © 16" O.C. INTO CONCRETE R-13 BATT INSULATION HOLD DOWN CB66 CB66 2 X 2 X ,3/16 3 1/2" THK: CONCRETE R-13 BATT INSULATION PLATE WASHER SLAB W/ 6x6—#10x#10_ WIRE MESH 0/ 2" SAND X --- �c �---,� ° �( _ yp..- --- 4 x x d"x . x— Q . a x 4 < l ' aQ }}-111=1 11=1 I I=11 I I a 1 I I l I 1=1 T�= I ICI i I--111�=1 11 4 �} I I 111 III= -I I I ;111=1�I .a P ,IlllitEll��ill:Il1- I�1—}}I �. 1--III=11}—f�11.— IC_lip——III— #4 REBAR @TOP & ti Q -_I I i— #4 REBAR EACH WAY Q to o M a• BOTTOM N v Q a qCl a 3—#4 REBAR EACH { WAY `r V-5„ 12" FOR ONE STORY PER PLAN 15" FOR TWO STORY HOUSE TO GARAGE 4 INT. PAD SOOTING PAD, FOOTING POST � 1, 2 x 4 STUDS ® 16" O-C. iA { 2, 2x P.TA:F. PLATE WITH I) 7/32" D1A. x 3-1/2" SHOT PINS fay 32" O.C. WITH 14" POST GAGE WASHERS & FIRST 2 PINS PLACED &" & 10" 1/2" DRY WALL 4-16d NAILS FROM PLATE ENDS POST 3, CONCRETE SLAB SimpsonABU44 — — 2x6 STUD @ 16" O.C. 4, 1/2" DRY "WALL � 2. x SILL PLATE P.T. LUMBER 7" INTO AB: SIZE AND SPACING SEE m �{ CONCRETE FOUNDATION PLAN N i[> I=1 l l�l i t=l l l l_I 11 11=1 III=III III_I A I i—III I� y�=1 3 2 1 I I I—I1 I— I 12" --1 I I—i I —tI i IEI 11 I—III-1I III —Ill I —III — I B4 C TOP 3-#4EA. Way 18" aP 44 AND BOTTOM 3" Clear 11 _ - } 1 PER PLAN%1�i�ri�iiirfifii�%��i��1}�����i��i�`ii�ii�iy 3 \y��i �i�yXX ��f��i it �fiii. SIZE SEE \ POST CB 46 t 0.00 POST 4x4 - CB44 PAD 16' SQUAREXI2D W12#4 EACH WAY POST 4x4 - CB44 PAD 16" SQUAREX12D Wi 2#4 EACH WAY %�%ii ii �i,` O U N DATI O N PLAN �-..--�' j _ F Utf 44 V-0" 11'—.8" © ©` pF�QFESSI TALL POST ANCHORS 7 NON -BEARING INT. WALL 8 DE sxp a61,19 NO.36 OUNDIA-ITION PLAN f-,3A 1 1/2"xt 1/2"x1J8 STEEL TUBE Q 48 C1 V I L c. (TYP.) FOR HANDRAIL & GUARD SCALE: 1I4" �''0" fiQ� CALt�44 RAIL - 2 1/2" 4"x4%; STEEL PLATE FOUNDATION: LATERAL DESIGN: MOTES: 1. NOTE ON THE FOUNDATION PLAN(S): 'PROVIDE TWO COPIES OF A COMPACTION REPORT 5. WALLS BRACED TO RESIST WIND AND SEISMIC FORCES SHALL NOT EXCEED THE FOLLOWING ANCHOR BOLTS A-307 AND WITHIN 12" OF ENDS CORNERS. REVIEWED, ACCEPTED AND STAMPED BY THE ARCHITECT OR STRUCTURAL ENGINEER OF HEIGHT E WIDTH RATIOS: 2 FOR 1 FOR PLYWOOD. FRAMING MEMBERS OR BLOCKING 1. A . 2. STEEL REINFORCEMENT GRADE 40 DEFORMED. RECORD, THE REPORTS ARE TO BE SUBMITTED TO AND ACCEPTED BY THE BUILDING SHALL BE PROVIDED AT THE EDGES OF ALL SHEETS IN SHEAR WALLS; 2 TO 1 FOR Y USE TYP II OR V CEMENT. SAFETY DIVISION PRIOR TO CALLING FOR FOUNDATION INSPECTION. PLEASE TELEPHONE PYPSUM WALLBOARD AND PORTLAND CEMENT PLASTER (STUCCO). WALL SECTIONS HAVING SCREW 3. CONCRETE STRENGTH: 2,500 P.S.I. C� 28 DAYS. 1 sis�• LAG sc 1 �x 1 2 x 8 {714)647-5862 FOR AN APPOINTMENT WITH THE PLAN CHECK ENGINEER TO ACCEPT HEIGHT —TO —LENGTH RATIOS 1N EXCESS OF 1 1/2 TO 1 SHALL BE BLOCKED. STEEL rueE 4. 1 /2" 0 x 20' LONG REBAR FOR BACKUP LIFER GROUND BONDED TO COLD WATER s PIPE LOCATION 8c UNDERGROUND SERVICE 1F REQUIRED BY S.C.E. THE TWO CERTIFIED COPIES OF THE COMPACTION REPORTS. (2315, T 23-11-G, 2513.4, T25-1). PROVIDE SURVEY STAKES PRIOR TO FOUNDATION INSPECTION TO VERIFY LOT LINES. 2, NOTE ON THE FOUNDATION PLAN(S): 'PRIOR TO CALLING FOR FOUNDATION INSPECTION, 6. IF REQUIRED BY STRUCTURAL CALCUAATIONS, SHOW SIZE, LOCATION, EMBEDMENT LENGTH 5. P THE BUILDING COMERS SHALL BE SURVEYED AND STAKED BY A CALIFORNIA LICENSED AND ICBO APPROVAL. NUMBER OF HOLD—DOWN ANCHORS ON FOUNDATION PLAN. NOTE 4 LAND SURVEYOR OR QUALIFIED CIVIL ENGINEER. THE SURVEY AND STAKING MUST BE ON THE PLANS THAT HOLD—DOWN HARDWARE MUST BE SECURED IN PLACE PRIOR TO LEGEND_ DOCUMENTED AND BEAR THE STAMP AND SIGNATURE OF THE PERSON RESPONSIBLE FOUNDATION INSPECTION, (1605.2.2). >, CD 4'-0" O/C FOR, THE SURVEY AND STAKING. THE CERTIFICATION DOCUMENT MUST BE SUBMITTED 7. NOTE ONTHE PLANS THAT HOLD—DOWN CONNECTOR BOLTS INTO WOOD FRAMING REQUIRE A 1 /2„ 0 A.B L = 10 TO THE BUILDING INSPECTOR AT TEH TIME OF FOUNDATOIN INSPECTION. APPROVED PLATE WASHERS; AND HOLD-DOWNS SHALL BE TIGHTENED JUST PRIOR TO 3� " HK P w o 3. SHOW LOCATION OF UNDERFLOOR ACCESS CRAWL HOLE {18x24 INCHES). (2306.3) COVERING THE WALL FRAMING. 1 /2"� A.B.L = 10" t� 4'-0 O/C. 8. SILL PLATES SUPPORTING SHEAR WALLS WITH LATERAL. LOADS GREATER THAN 350 L DG R STRUCTURAL: POUNDS/FOOT REQUIRE A 3—INCH NOMINAL OR GREATER NUMBER: TABLE 23-11-1-1, $_7 x. & 5/8„ 0 A.B.L. = 10" @ S-4" 0/C• FOOTNOTE NO.3. DOUBLE FLOOR 4. NOTE ON DRAWINGS: 'TRUSS SUPPLIER SHALL SUBMIT INGS Jolsls x ,> ,, THE. PLANS THAT FOUNDATION ..ANCHOR BOLTS IN WALLS .SHALL HAVE AN Q >, SIGNED BY A REGISTERED CIVIL ENGINEER TO THE RE Y;.- ��' `"„ �10 5/8 0 A.B.L = 10 t� 3 —4 O/C. � ��"" ��'(� ,. x: • � ., _. , _ : AND THE NUTS S LL BE TIGHTENED JUST AGREES TO REVIEW THE SHOP DRAWINGS FOR ACCEPT A E PRIOR TO FABRICATION. SHOT' PRIOR TO COVERING THE L µ V UM OF 2 INCH BY 2 5/8 TYPE 'X DRAWINGS AND CALCULATIONS SHALL BE SUBMITTED TO E BUILDI SAFETY DIVISION ' DRY WALL _ •��.� FOR ACCEPTANCE AFTER THE RESPONSIBLE PROJECT DI NER HAS OTED, ER I /1 VHAL 8E US CH BOLT. {1 6.6.1). 2x12 FLOOR JOIST @' ACCEPTANCE AND PRIOR OT FABRICATION. TRUSS DRAWIN MUST R LEC CO NC 16" .O.0 WITH G8C SECTIONS: 106.3.2 —PLANS, STRUCTURAL G ULATIONS; N SPECIFICATIONS MUST BE PREPARED BY A CALIFORNIA RE TERED Cl E GINEER. t STAIRS FLOOR f (DRAWN- JACKIE CHECKED: -- DATE: 07-07-03 SCALE: AS NOTED SHEET 05 ST-2 OF 13 49, -Q„ N' CC46 c0 cs� 2ND FLOOR FRAMING PLAN SCALE: 1/4" = 1'-0" FRAMING LEGEND: SHEAR WALK SCHEDULE SILL AT @ Slab Floor @ Pi wood Floor (NDIGATES SPAN AND DIRECTION OF TJI FLOOR JOIST Allowable shear 180 plf 5/8" @ 56" 16d @ 8" o.c. 1. Expanded metal, or woven wire loth 360 plf* 5/8" @ 28" 16d @ 4" o.c. and 7/8" portland cement plaster w/ 11 ga. staples @ 6" o.c. {4} 5/8„ @ 32" 16d @ 6" o.c. NOTES: 2. 3/8" CDX plywood (24/0) w/ 8d nails 260 plf 520 plf* 5/8" @ 16" 16d @ 3" o.c. 1: Second figure indicates where shear wall sheathing is to @ 6-6-12 5/8" @ 24" 16d @ 4" o.c. be applied to both sides of wall. 3. 3/8" CDX plywood (24/0) w/ 8d nails 380 plf* 760 plf* 5/8" @ 16" 16d @ 2" o.c. 2. Nailing c:pplies to all studs, top and bottom plates; and @ 4-4-12 1 5/8" @ 6" 16d @ 3" O.C. blocking if applicable. 4 3/8" CDX plywood (24/0) wf 8d nails 980 3/4" @ 16 3. Plywood nailing legend: BN—EN—FN. @ 3-3-12 plf* 640 16d @ 2 1 /2" o.c. 4. Staple s.Dacing to top and bottom plates and to all studs. 5. 3/8" CDX plywood (24/0) w/ 8d nails plf**/ 1280 116"6, @ 2-2-12 plf * Requires 3" .lumber for sillplate and boundary studs.- 6. 1 /2" Structural I plywood (24-0) w/ 10d 665 plf* 5/8" @ 16" nails @ 3-3-12 7. 1 /2" Structural I plywood (24-0) w/ 10d 870 plf* 3/4" @ 16" nails @ 2-2-12 /21 .. V �1,) - 6� 30' — 5" Ir 411-32s ROOF FRAMING PLAN SCALE: 1/4" = 1'-0" NOTES: P 06 of See Roof Trusses as part of these plans No. 36 7 c f w- 4 CA�1cO WINDOWS. SCHEDULE. REVISIONS GENERAL NOTES BY S PECIFICATION- & FEATURES LIST SYMBOL TYPE FRAME REMARKS THE PROPERTY OF EMAQ ASSRIGHT TO RE ECT OCIATES AND ARE NOT TO BE USED FOR ANY t4, ALL FINISHED WORK SHALL BE FWHfCH ARE NOT CONSIDERED T4 BE OE OF ANY DEFECTS. THE OWNER f THE HEIGHEST STANDARDS 1, THESE DRAWINGS ARE ANY MATERIALS AND WORKMANSHIP MIRRORS: GES WORK OTHER THAN THE PROJECT AND LOCATION SHOWN HERE. OF THE VARIOUS TRADES INVOLVED. ANY ACTION REQUIRED TO CORRECT POOR WORKMANSHIP WILL 13. BATHROOM _ O COPPER PLATED Wj POLISHED ED C CASEMENT AL/ OR VINYL SEE EXTERIOR ELEVATIONS FOR MUNTINS MASTER BATHROOM. 42" HIGH 3/16" ELECTR 2: NO CHANGES ARE TO BE MADE ON THESE PLANS WITHOUT THE KNOWLEDGE OR CONSENT OF THE BE AT THE CONTRACTORS EXPENSE. APPLIANCES " H - 3 16" ELECTRO COPPER PLATED W/ POLISHED EDGES ARCHITECT j ENGINEER WHOSE SIGNATURE APPEARS HEREON. 1. AP " :- ITE SECONDARY BATHROOM: 42 HIGH / -CLEAN WH " W POLISHED EDGES DO NOT 15, UPON COMPLETION, THE CONTRACTOR MUST FORWARD 74 THE ARCHITECT THREE (3) COMPLETE OVEN:- GE JKP45WW 27 DOUBLE SELF "HIGH - 3 16 ELECTRO CAPPER PLATED / S SLIDER AL/ OR VINYL SEE EXTERIOR ELEVATIONS FOR MUNTINS V 36" 5 SEAL BURNER GLASS TOP -WHITE POWDER ROOM: 42 / 3. DIMENSIONS AS INDICATED ARE THE DIMENSIONS TO BE USED FOR CONSTRUCTION. COOKTOP: GE JGP636W'E OOD -WHITE BOUND SETS OF INSTRUCTIONS INCLUDING THE MANUFACTURER'S CERTIFICATES, WARRANTY SUPS, JVM1340WW 1.3 cu.ft: MICRO/HOOD SCALE DRAWINGS. r� a 05 HOOD: GE " _ WHITE AND OPERATING INSTRUCTIONS PER SPECIFICATIONS. THE BUILDING WILL NOT BE CONSIDERED JX40WH t2 FILLER PANEL KITCHEN WH 4 FINISH CARPENTRY: WINDOWS ON TOP GE - WHITE 1 PRE -PRIMED EMBOSSED WI WING 4. NO FRAMING OF ANY TYPE IS T4 B€ CONCEALED PRIOR TO kNSPEGTlON BY GOVERNING AGENCIES. SUBSTANTIALLY COMPLETE UNTIL THIS INFORMATION HAS BEEN RECEIVED. SA SASH ALf OR VINYL SEE EXTERIOR ELEVATIONS FOR MUNTINS DISHWASHER: GE GSD3630ZWW 6 CYCLE j i8 OPTIONS FRONT DOOR: PANEL FIBERGLASS DOOR PRE PRl T CORD SMOOTH FINISH - HOLLOW CORE _ TAIL OR DRAWING IS FOR CONVENIENCE ONLY AND DOES NOT LIMIT THE DISPOSAL: GE GFO305V 1 /2 HP WITH INTERIOR: 6 PANEL COLONIST DOORS 20 MINUTE RATED 5. REFERENCE TO ANY DE IN GARAGE, 6 PANEL COLONIST DOOR. SMOOTH FINISH 1-3j8 16. CONTRACTOR'S INSTALLATION OF ALL UTILITIES AND SUBSEQUENT HOOKUP SHALL BE AS NECESSARY HOUSE TO G APPLICATION OF SUCH DETAIL AND DRAWINGS. TO ASSURE CONFORMANCE WITH ALL UTILITY COMPANY REQUIREMENTS. F? FIXED GLASS AL/ OR VINYL SEE EXTERIOR ELEVATIONS FOR MUNTINS SOLID CORE OPTIONS: " GARAGE SIDE DOOR: WOOD JAMB WITH STEEL SLAB DOOR " DOORS 6: DIMENSIONS AND CONDITIONS AT THE JOB SITE SNALL. BE VERIFIED BY ALL CONTRACTORS. APPLIANCE PACKAGE IN SLACK FINISH MIRRORED WARDROBE: HOLLOW CORE HARDBOARD STANDARD IT IS THE RESPONSIBILITY OF THE CONTRACTOR 10 EXAMINE THE EXISTING CONDITIONS PRIOR TO 17. CONTRACTOR SHALL BE RESPONSIBLE FOR REQUESTING AND SCHEDULING ALL INSPECTIONS AND NCIES QN THE TESTS REQUIRED TO IMPLEMENT THE PLANS AND SPECIFICATIONS. RECOMMENDED BY THE SOILS WINDOW TYPES OVEN: GE JKP458W 27" DOUBLE SELF -CLEAN -WHIT€ CLOSET SHELViNGS: 12" VINYL COATED METAL SHELVING SUBMITTING BIDS TO SUCH CONDITIONS WHICH MAY AFFECT THE WORK. DISCR 36 5 SEAL BURNER GLASS TOP ALL " OR BETWEEN THE DRAWING AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE INVESTIGATION REPORT AND REQUIRED BY ANY GOVERNMENT AGENCY. TOP: GE JGP636B€V COOK BASE: 2-1/4 $ DRAWINGS STREAMLINE HOOD: GE JVM13408W 1.3 Cu.tt. M{CROjNOOD CASING: 1-5/I3 #711 OWNER. CORRECTED DRAWINGS OR INSTRUCTIONS SHALL BE ISSUED BY THE OWNER PRIOR TO 18. ALL REVISIONS TO THE DRAWINGS MUST PROCEED THRU THE ARCHITECT, OWNER j CONTRACTOR GE JX416L 1" FILLER PANEL KIT 6 CYCLE / 18 OPTIONS STOOL AND APRON: N/A THE INSTALLATION OF ANY WORK. REVISIONS MAY BE CONSIDERED INVALID. DISHWASHER: GE GSD3620ZBB SlONS OF THE BUILDING 15.' FINISH HARDWARE: _ H BRASS 7. ALL WORK CONSTRUCTION AND MATERIALS SHALL COMPLY WTH ALL pROVt " " . 800 W KWIKSET LEVER POLISH 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 " SELF -CLEAN LOWER -WHITE FRONT DOOR: KWIKSET TITAN CHELSEA MODEL / TRUCTION. IT IS THE RESPONSIBILITY OF ANYONE SUPPLYING LABOR 09 MATERIAL OR BOTHCONTRACTOR'S COMPLETION. OVEN: GE JKP56WW 27 CONVECTION UPPER./ SELF CLE T "PORTICO" LEVERS - POLISH BRASS CONS " SELF -CLEAN LOWER -WHITE INTERIOR: KWIKSE " fi BRING TO THE AT OF THE ARCHITECT AND THE OWNER ANY DISCREPANCIES OR CONFLICT GE JKP568W 27 CONVECTION UPPER/ SELF CLE KWIKSET `PORTICO LEVERS - POLISH BRASS 0 HOUSE TO GARAGE. 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 HOODt GE JVM1350BW 1.3 CU.ft: MICRO/HOOD - WHITE GARAGE SIDE DOOR; KWIKSETR "TYLO" KNOBS - POLISH BRASS £ GE JVM135OBW 1.3 CUA. MICRO/HOOD -- BLACK T INCLUDE, BUT NOT LIMITED TO: 1995 EDITION OF THE CALiFORNIA BUILDING CODE: CODE REQUIREMENTS. DISHWASHER; GE GVD433flZWW 5 CYCLE / 30 OPTIONS - MITE D WHITE GE GVD4334ZBB 5 CYCLE / 30 OPTIONS BLACK 16. STAIR RAILING, RAIL, KNEWEL POST & PICKETS - PAINTED 8. THESE DRAWINGS DO NOT CONTAIN THE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY. & KNEWEL POST WITH WHITE PICKETS 21, ALL MATERIALS AND WORK SHALL CONFORM TO LATEST GOVERNING BUILDING CODES AND OPTIONS: STAIN OAK RAIL REGULATIONS. STAIN MAPLE RAIL & KNEWEL POST WITH WHITE PICKETS 9, IT SHALL BE UNDERSTOOD THAT ALL INTENDED . WORK IS SUBJECT TO REVIEW AND INTERPRETATION KNEWEL POST AND PICKETS Y THE ADMINISTRATIVE AUTHORITY HAVING JURISDICTION, AND IN NO CASE SHALL WORK BE 22, �SiLVTR.A_C_TOR_ SHALL VERIFY THE_SIZE AND LOCATION OF Ali. EXISTING UTILITY LINES AND STUBS. 2. CABINETS WHITE STAIN OAK RAIL , B 7 CONCEALED HINGES, STAIN MAPLE RAIL , KN€WEL POST AND PICKETS PERFORMED WITHOUT THE REVIEW AND WRITTEN APPROVAL OF SAID AUTHORITY: THE CONTRACTOR ROOF COVERINGS SHALL HAVE AT LEAST A CLASS 'C' RATING. KITCHEN: OAK PRE -FINISHED WITH #307 DOOR (SOUTHCOAS ), RS WHITE WITH S A E DRAWER INTERIORS SHALL BE RESPONSIBLE FOR ALL FEES RELATED TO THE ISSUE OF PERMITS, INSPECTIONS AND INTERIORS, BACKS ON UPPERS AND PANTRIES, TOPS CERTIFICATES NECESSARY FOR THE EXECUTION AND COMPLETION OF THE WORK AND THE OCCUPANCY 23. DESIGN MATERIALS, EQUIPMENT AND PRODUCTS OTHER THAN THOSE DESCRIBED 0R INDICATED G S F SA WITH EURO SIDE MOUNTED GUIDES, AND M-3 CROWN MOULDING. ROUGH OP 17, METAL FIREPLACES: AS PER PLANS " COLORS OF THE AREA OF WORK. ON THE DRAWINGS MAYBE CONSIDERED FOR USE. PROVIDED PRIOR _APPROVAL IS OBTAINED FROM TILE. SANTA CATALINA DIST / AUTUMN SERIES 8 X8 - 5 COLD OWNER. ARCHITECT AND THE APPLICABLE GOVERNING CODE AUTHORITY. ANY MODIFICATIONS TO FOR CERAMIC CONCEALED HINGES FIREPLACE FACE. 7 .DOOR SOUTHCOAST), C 10. IN THE EVENT THAT THE ADMINISTRATIVE AUTHORITY HAVING JURISDICTION WITHHOLDS iTS APPROVAL DESIGN ELEMENTS OR STRUCTURAL COMPOSITIONS THAT ARE REQUESTED BY THE CONTRACTOR FOR MASTER BATHROOM: OAK PRE -FINISHED WITH #30 � IC TILE. FLOORING: ROUGH TOPS FOR CERAMIC " " FOR ANY CAUSE, THE CONTRACTOR SHALL IMMEDIATELY INFORM THE DESIGNER OF THE SITUATION HIS BENEFIT OR CONVENIENCE THAT REQUIRES ADDITIONAL WORK BY THE ARCHITECT ANDWORK OR SHALL AND EURO DRAWER GUIDES. RQU CONCEALED CARPET: TUFTEX NEWCOMER 11 �►nTu J1�lt7 i1f}IiR (SOUTHCOAST), C ALONG WITH CORRECTIVE ACTIONS TO BE TAKEN. ENGINEERS, SHALL BE PAID FOR .BY THE CONTRACTOR. GOMPENSATUiON FOR THIS WORK SHALL BE v /a" C 1 G crnmin (NOT FHA/VA) PAYABLE IN ADVANCE OFTHE THE WORK BEING PERFORMED. SEGUNUAKT t3A1MKVVM: vr,c\ r,>... ..r...r... r r,., .� _ EURO DRAWER GUIDES. ROUGH TOPS FOR CERAMtC TILE. VINYL: ARMSTRONG "INITIATOR" " - 5 COLORS OR CONFLICT IN THE DRAWINGS &/ OR SPECIFICATIONS, THE HINGES AND EU ST CONCEALED HINGES SOUTHCOA ), • SANTA CATALINA DIST: AUTUMN SERIES 8 X8 _ _ _ ____ _ - 11. WHERE THERE IS A DISCREPANCY ED WITH 307 DOOR ( CERAMIC TILE. _ _ - �" -` ;CE �WiTH ITS LISTING. T ARIFlGATION FROM THE ARCHITECT BEFORE PROCEEDING 1N THE -WORK. POWDER ROOM: OAK PRE -FINISH � _ - -- - - " `- SHALL SE IN ACGORDAN CONTRACTOR SHALL REQUEST CL 24. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER AND THE ARCHITECT AND EURO DRAWER GUIDES. ROUGH TOPS FOR CERAMIC TILE. FA ^ - - -UIL7 METAL FIREPLACE INSTALLATION AND USE AND CERAMIC LEDTIL HINGES, CTORY S. THEIR AGENTS AND EMPLOYEES FROM AND AGAINST CLAIMS, DAMAGES, LOSSES, AND EXPENSES -- iSHED WITH 307 DOOR (SOUTHCOAST), CON L►NEN; OAK PRE FIN ALED HINGES t: 12. CONTRACTOR SHALL CONFORM WITH AND ABIDE BY ALL LOCAL, CITY, COUNTY, AND STATE BUILDING INCLUDING AT70RNEY'S FEES ARISING OUT OF OR RESULTING FROM THE PERFORMANCE OF THE WORK LAUNDRY ROOM: PAINT GRADE WITH BRIO DOOR (SOUTHCOAST STYLE), SEMI -CONCEALED 18. ELECTRICAL: PROVIDED THAT ANY SUCH CLAIM, DAMAGE, LOSS, OR EXPENSE (1) IS ATTRIBUTABLE TO BODILY PANEL: 200 AMPS & STANDARD CUPLEX OUTLETS & PLATES AND SANITARY RULES AND REGULATIONS. INJURY. SICKNESS, DISEASE, OR DEATH OR TO INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY OUTLET & SWITCHES: DECOR SWITCHES AND PLATES RODUCTS PROCESSES AND EQUIPMENT SHALL BE INSTALLED OR S• -.._--.-.-__ 13. ALL MANUFACTURED MATERIALS, P (OTHER THAN THE WORK 17S€LF} tNCLUD►NG THE LOSS OR USE RESULTING THEREFROM, AND (2) iS. Z OPTION . _ WHITE - - 31 ICBO ER867i APPLIED IN .ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS. NO SUBSTITUTIONS SHALL BE CAUSED IN WHOLE OR PART BY ANY NEGLIGENT ACT 4R OMISSION OF THE CONTRACTOR, ANY. LAUNDRY ROOM: MAPLE PRE -FINISHED - EREIOR BR<42, UL APVL J99Q258658 2 ? IRBPLACE: SUP ACCEPTED WITHOUT EXPRESS WRITTEN APPROVAL OF THE OWNER AND ANY CORRECTIONS REQUIRED SUBCONTRACTOR, ANYONE DIRECTLY 0R INDIRECTLY EMPLOYED $Y ANY OF THEM OR ANYONE WHOSE WHITE PRE -FINISHED Z 19. LIGHT FIXTURES 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 � � ALL OAK CABINETS -MAPLE PRE -FINISHED .A PARTY INDEMNIFIED HEREUNDER. PRE -FINISHED KITCHEN CEILING: AS PER PLANS _...__ _�-- - --- - .___� _rW� UJI WHITE PR 2�, finis project is in a special floor! Hazard area designated on the flood insurance rate map " _ _ _ 5 PER PLANS at the lowest finish floor elevation (including Z.G��- ^, _ KFdtieral Emergency Management,Agency National FlaodTsuranc:e.: , pLo Nj KITCHEN SINK AREA. a . KITCHEN UNDER COUNTER: AS PER PLANS (FIRM) as zone A0-1. This zone requires that tads � the AO ; � P ;ram ELECIATiON CERTIFICATE shah be completed by a Cal: t.icensed Land.i: ' ' 3. COUNTER TOPS PROGRESS LIGHTING - POLISH BRASS 'basement) of the structure shah be one foot shave the highest �AE 1 n one An a flood . S eyor or Catifomia Registered. Civic Engineer who is authorized to practice -land'',' 0- � L) '- -100 4"X4" WITH V-CAP EDGE AND 6" SURFACE BACKSPLASH ADDRESSHT LIGHT,AS PER PLANS zone, or to or above the base flood elevation specified nc ed to the National Geodetl Vertical surveying. The completed ,ELEVATION CERTIFICATE must be submitted to the Building { KITCHEN: DAL D ADD NOTE: Insurance ra#eap. AIi eievatans must be refers --1 MASTER BATHROOM: DAL D-100 4"X4" WITH V-CAP EDGE AND 4" SURFACE BACKSPLASH S' Inspector at the time of foundation inspection.* ry $ MARBLE WHITE 4N WHITE patum. Reference` -should• be made to. the Flood Plain Management Ordir{artc e, how 1. ALL WINDOWS TO BE DUAL GLAZING W 4 r' , SECONDARY BATHROOM: CULTURE M 20, PAINTING: Chapter 7 for complete requirements. Drawings shah `show POWDER ROOM; DAL D-1O4 4"X4" WITH V-GAP EDGE AND 4" SURFACE BACKSPLASH INTERIOR: AS PER PLANS Ana Municipal Code, (EXCEPT GLASS BLOCK} LAUNDRY ROOM; CULTURE MARBLE WHITE ON WHITE EXTERIOR: AS PER PLANS AND COLOR SCHEME com liance With said ordinance including noting flood zone, finish floor elevation and ; W W elevation of "original highest adjacent grade.* 2. WINDOW MANUFACTURER TO BE: Z "TOMRAY. INC." - A DIVISION OF O Z O 4. PLUMBING SINKS: TE 21. DRYWALL: T.M. COBS - WHI TEXTURE � � t!3 n.. KITCHEN: MANSFIELD S-3221-DFL PORCELAIN -ON -STEEL, DOUBLE SINK W% 4 HOLES WAILS: ORANGE TEXTURE K CEILING: KNOCKDOWN MASTER BATHROOM: MANSFIELD 268-8 SELF -RIMMING CHINA LAVATORY W/ 8" FAUCET CORNERS: BULLNOSE CORNER METAL THROUGHOUT EXCEPY WINDOWS, I3„ACKSiDE OF CLOSETS HOLE -- WHITE DOOR SCHEDULE + (� J SECONDARY BATHROOM: MANSFIELD 217 UNDER COUNTER CHINA LAVATORY Wj 4" FAUCET STYLE AS t?ER.,.ELEVATIONS AND COLORS AS PER .COLOR SCHEME ROOM SCHEDULE � O ti,,� R �7 `.' 17 E � � L HOLE - WHITE LAVATORY W 8" FAUCET 22. ROOFING. CONCRETE TILE. S POWDER ROOM; MANSFIELD 267-8 SELF -RIMMING CHINA LAVA / 9 aiverTngs s l> ave at least a Class "C' rating: HOLE -WHITE 23. GUTTERS: AS PER PLANS - !fiE NAME BASE ��--��� WALL CEILING REMARKS SYMBOL TYPE FRAME THICKNESS REMARKS LAUNDRY ROOM: SELF -RIMMING FIBERGLASS SINK WHITE OPTION: SELF -RIMMING CAST SINK - WHITE 24. STUCCO: LIGHT LACE FINISH AND COLORS AS PER COLOR SCHEME can E SOLID CORE ENTRY WOOD 1-3/4" SEE EXT. ELEV. FOR STYLE 25. MASONRY VENEERS. AS PER PLANS 5, PLUMBING FAUCETS:' 7645 SINGLE HANDLE =CHROME DOORS: METAL ROLL -UP DOORS � HC HOLLOW .CORE WOOD 1-3/$" PANELED KITCHEN: MOEN MONTICELLO 26, GARAGE _ OPTION: MOEN TOUCH 7385 PULL-OUT - CHROME OPTIONS: ADD WINDOWS TO GARAGE DOORS � � 4550 97376 CHROME Wj WHITE LEVER HANDLE x ,,, r' W SLIDING Bi-PASS ALUMINUM MIRRORED MASTER BATHROOM: MOEN MONTICELLO/ w.. °t5 WIDESPREAD 57 CHROME Wj CHROME LEVER Ci SG SLIDING GLASS ALUMINUM TEMPERED GLASS _ MOEN MONTlCELLO 4550/975 27: GARAGE DOOR OPENERS: OPTION x - SECONDARY BATHROOM NTERSET i ra P©FF HANDLE CE MITE LEVER HANDLE '" i SE SECTIONAL META ---METAL SEE EXT. ELEV. FOR STYLE OP POWDER ROOM: MOEN MONTICELLO 457fl/97376 CHROME W/ WH 2$. 'AIR CONDITIONING; STANDARD - AS PER PLANS o cn ` xo� a ry (NO GLAZING) SPREAD {ROLL -UP GARAGE DR} WID E f- U ~ w >i ��-` LAUNDRY ROOM: MOEN L:EGENT 7200 SINGLE HANDLE -CHROME ROOM OPTIONS; AS PER PLANS 29. �� ✓ ,�,✓ SC SOLID COR€ WOOD t-3/B" PANELED � X(? 63 104 to ` PORCH 6. PLUMBING TUB & SHOWER: F FRENCH WOOD 1-3/4" SEE EXT. ELEV, FOR STYLE 0.3 57 MASTER BATHROOM: "BACK TUB: LASCO BATAVIA ACRYLIC TUB wj DAL D-ALES AND FL40R OVER HOT MOP DECK FOYER AL D-t0p 4"X4" WHITE TILE SEAT, W � �. M HOLLOW METAL WOOD 1-3%4" SEE EXT, ELEV. FOR STYLE SHOWER: D _ ✓ f� 0 2603-CTW FIBERGLASS TUB/SHOWER W/ TILE PATTERN FAMILY ROOM ✓ {NO GLAZING) U' SECONDARY BATHROOM: LASCO T C{VII. WHITE TUB SHOWER W/ TILE PATTERN -- WHITE.. •./ ✓ `,/ ✓. R . SOLID CORE. WOOD 1-3/8" PANELED -� 20 MIN. RATED POWDER ROOM: LASCO 2603-CTW FIBERGLASS/ LIVING ROOM ,;�'' ✓ ✓ O - - - GYP. BD. CASED OPENING UJ 7. PLUMBING TUB & SHOWER FAUCETS: DINING ROOM MASTER BATHROOM: ./ •,% TUB: MOEN MONTICELLO T-950/97376 CHROME W/ WHITE LEVER HANDLE KITCHEN f NOOK `� ``� SHOWER: MOEN MONTICELLO 3125/97376 CHROME WITH WHITE LEVER HANDLE CONTROL "Z .. WITH 2126 CHROME SHOWER HEAD HANDLE ./ DOOR TYPES (j� SECONDARY BATHROOM: MOEN CHATEAU L 2739 CHROME W/ CHROME LEVER H LAUNDRY CHROME LEVER HANDLE POWDER ROOM: MOEN CHATEAU L 2739 CHROME W/ CH / A HALL W ✓ � `W 8. PLUMBING TOILETS: WALK -IN -CLOSET �/ .,/ ✓ ./' - NOTE: MASTER BATHROOM: MANSFIELD 135-164 W/ ELONGATED SEAT, INC. CHROME TANK LEVER SEE EXTERIOR ELEVATIONS PANTRY ✓ ./� FOR DOOR DESIGN THROUGHOUT INTERIOR AND,ANGLE in n0135-160 W/ ELONGATED SEAT, INC. CHROME TANK LEVER '" f JG4VIVV+'+i� AND ANGLE STOP POWDER ROOM; MANSFIELD 135-160 W/ ELONGATED SEAT, INC. CHROME TANK LEVER COAT AND ANGLE STOP BED- ROOM #f � , / ✓ �% '! 9. PLUMBING MISCELLANEOUS: BED ROOM #2 iCE MAKER: VALVE IN RECESSED PLASTIC BOX. WATER HEATER: AS PER PLANS BED ROOM #3 ✓ .✓'!. '� 10. BATHROOM HARDWARE: CHROME WITH CONCEALED SCREWS BED ROOM #4 .,� ✓ ,, cNnwFR FNCLOSURE: BRIGHT DIP CHROME WITH CLEAR GLASS u e cTen C7Cn Pf1M U_UJI i i3JI W �.. Z Q >- C A OPTION: OBSCURED GLASS ` f �% ✓ E HG/C/R SG Z U Z nOT1AM. rNROMF WITH CLEAR GLASS OR OBSCURED .GLASS - - MASTER BATH, ROOM `✓� _ - _ tx. ,Vv ter ................ _..._... _ HIS/HER WALK-iN-CLOSET ✓ BATHROOM #i ✓ `"/ .%✓ POWDER ROaM ,,/ ,"� ✓ `y'f BATHROOM #2 GARAGE ✓ FINISH NOTES 1 . -- ORANGE PEEL TEXTURE - TWO COATS FLAT VINYL PAINT 6 2 - ORANGE PEEL TEXTURE -• TWO COATS SEMI -GLOSS ENAMEL PAINT 7 3 - LIGHT KNOCK-- DOWN TEXTURE - PAINT TO MATCH WALLS 4 -- TAPED JOINTS -- ONE COAT FLAT VINYL PAINT 5 PROVIDE WATER RESISTANT GYSUM BOARD AT ALL TUB AND SHOWER LOCATIONS 0 SEE EXTERIOR ELEVATIONS FOR DOOR DESIGN - " _,Z Cy3 {/? DRAWN: DAVID ICHE r CKED:DAVID DATE: 07- b7-o3 SCALE: ON PLAN CONCRETE WOOD TRUSSES GENERALNOTES EDITION OF THE 14. WHENEVER LATERAL BRACING OF WEB MEMBER IN TRUSSES IS REQUIRED, 1 MANUFACTURER SHALL SUPPLY TO THE ENGINEER AND BUILDING DEPARTMENT, SHALL 1 ALL CONCRETE SHALL CONFORM TO THE LATESTE R AND EACH SUBCONTRACTOR THE LATERAL BRACE MUST END ON AN EXTERIOR BEARING WALL, 1, THE GENERAL CONTRALTO BUILDING CODE. CALCULATIONS AND SHOP DRAWINGS FOR APPROVAL PRIOR TO FABRICATION. AND SITE CONDITIONS BEFORE STARTING UNIFORM VERIFY ALL DIMENSIONS ALL CALCULATIONS AND •SHOP DRAWINGS .SHALL BE SIGNED BY A CALIFORNIA ANCY, PROVIDE BACKING AS REQUIRED FOR ALL WORK.THE ENGINEER SHALL BE NOTIFIED al: ANY DISCREPANCY. IN SPECS. 15. FRAMING CONTRACTOR SHALL REGISTERED PROFESSIONAL ENGINEER, IT SHALL BE THE RESPONSIBILITY OF THE 2. CONCRETE SHALL 8E DESII;NED AND TESTED AS OUTLINED LIGHT FIXTURES, CABINETS, WARDROBES, TOWEL BARS, AND HANDRAILS MANUFACTURER TO OBTAIN, BUILDING DEPARTMENT APPROVAL FOR SHOWN D AND REQUESTED BY GENERAL CONTRACTOR. M NSIONING SHALL TAKE PRECEDENCE OVER SCALES SHALL CONFORM TO ASTM C-150.; AS REQUIRE ,CALCULATIONS AND SHOP DRAWINGS PRIOR TC? FABRICATION. 2. DI E . TYPICAL pETAILS AND GENERAL NOTES ARE, 3. ALL CEMENT ON DRAWINGS RE NOT Z WHEN CONDITIONS A TO ASTM C-33 16. EXTERIOR WOOD POSTS AND COLUMNS SUPPORTED BY A CONCRETE SLAB , MINIMUM REQUIREMENTS TO BE USE '2, ,...TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST. 4. FINE AND COURSE AGGREGATE SHALL CONFORM SHOWN OTHERWISE. - 3€l FOR LIGHT SHALL BE INSTALLED A MINIMUM OF 6" ABOVE EXPOSED EARTH AND AT LOCAL BUILDING CODE FOR ALL LOADS IMPOSED, INCLUDING LATERAL FOR STANDARD iNEIGHT COf�iGRETE _AND .ASTM G 3 T LEAST 1 ABOVE THE SLAB ON METAL POST BASES. (EXCEPTION POSTS OR LOADS AND MECHANICAL' LOADS; 3. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER WEIGHT CONCRE E COLUMNS OF APPROVED WOOD AND NATURAL RESISTANCE TO DECAY OR AILS ARE SHOWN DETAILS: WHERE N© DETAILS E TO "SAN GABRIEL VALLEY„ TREATED WOOD}. POST OR COLUMN RESTING ON CONCRETE PIERS 3_ , ALL CONNECTORS SHALL BE ICBO APPROVED AND OF ADEQUATE GENERAL NOTES AND TYPICAL N PROJECT. SIMILAR WORK O 5. ALL AGGREGATE SHALL. BE COMPARA6L SHALL CONFORM TO SI HRINKAGE SHALL BE AS PER ASTM C-157 SURROUNDED BY EXISTING GRADE SHALL BE A MINIMUM OF 8" ABOVE STRENGTH TO RESIST STRESSES DUE TO THE, LOADING INVOLVED.. CONSTRUCTIONAGGREGATE: THE S STANDARDS OF THE 1997 WITH THE AVERAGE DRY ING SHRINKAGE AT 28--DAYS NOT. ADJACENT GRADE PER _ LIB.C. SECT. 2317.5. ALL ISOLATED INTERIOR AND CONFORM TO THE MINIMUM EXTERIOR WOOD'' POSTS .ATTACHED DIRECTLY i'U CONCRETE .SHALL 4, TOTAL LOAD DEFLECTIONS SHALL BE LIMITED TO L%240: 4. ALL WORK SHALL CODE, AND ANY OTHER REGULATING EXCEEDING 0.04%. BE SECURED WITH SIMPSON 'PB' OR EQUIVALENT. EDITION Ill^' THE UNIFORM BUILDING WORK AGENCIES WHICH HAVE AUTHORITY OVER ANY PORTION OF THE ART PORTLAND CEMENT 5. CROSS BRIDGING AND/OR BRACING SHALL BE PROVIDED AND DETAILED TRIAL SAFETY, s: l7RYPACK SHALL BE COMPOSED OF ONE P ORNlA .DIVISION OF INDUSTRIAL 17. PROVIDE 2X4 FLAT HEADERS AT ALL INTERIOR, NON -BEARING OPENINGS AS REQUIRED TO ADEQUATELY BRACE TRUSSES.. INCLUDING THE STATE OF CALIF (N THESE NOTES TO. NUT MORE THAN THREE PARTS SAND. AN STANDARDS LISTED IN THESE UP TO 36" IN WIDTH AND 4X4. HEADERS FOR OPENINGS 3' TO 5' AND THOSE CODES D AND SPECIFICATIONS. . 7. ANCHOR BOLTS, HOLDOWN BOLTS, DOV�tELS, INSERTS ETC. 1N WITDTH, 6. PER UBC SECTION 2321.4 "EACH TRUSS SHALL BE LEGIBLY BRANDED, T POURING CONCRETE. MARKED OR OTHERWISE HAVE: PERMANENTLY AFFIXED, THERETO SECUREL( TIED IN PLACE PRIOR 0 MEAN APPROVAL ORLLOWAt3LE SHALL 18. PROVIDE A MINIMUM 1 f 2 CLEARANCE (VOID SPACE) FROM THE TOP OF ALL BY THE INSPECTOR DOES. NOT THE FOLLOWING INFORMATION LOCATED WITHIN Z FEET flf' THE. 5. APPROVAL . ANY DESIGN WHICH PLANS AND SPECIFICATIONS CONTINUOUSLY WET FOR INTERIOR NON BEARING PARTfiTIONS TO ROOF- AND CEILING FRAME ABOVE: FAILURE TO COMPLY WITH THE PLA L BE CURED " BY KEEPING CO - CENTER OF THE SPAN ON THE. FACE OF THE BOTTOM CHORD, AMBIGUOUS MUST BE REFERREq TO THE 8. CONCRETE SHALL WHICH FAILS TO BE CLEAR OR IS CURING COMPOUND: A. IDENTITY OF THE COMPANY MANUFACTURING THE TRUSS: ATION OR CLARIFICATION. 1{} DAYS OR BY AN APPROVED DESIGNER OR ENGINEER FOR INTERPRET 19. ALL EXTERIOR WALL ADJACENT TO VAULTED CEILINGS SHALL BE BALLOON H..THE DESIGN LOAD. TE F'c - 2,500 PSI FRAMED WITH CONTINUOUS STUDS TO BOTTOM CHORD OF TRUSS OR RAFTER. C. THE SPACING OF THE TRUSS VIBRATIONEFFECTS OF MECHA NICAL EQUIPMENT HAVE NOT BEEN CONSIDERED 9. ALL STRUCTURAL_ CONCRE We = 2500 PSI ALLSLAB-LAN-`C;RAC3E s 6. - . BY ABSTRACTS CONSULTING GROUP (ACG}. FOOTINGS AND PADS F'c = 2,6�00 PSI 20. WHEN PLYWOOD SIDING IS USED AS AN EXTERIOR OR INTERIOR WALL COVERING, UNC /�1�TI N j ... ALL CONTINUOS N t EWORK F ERECTION BRACING, SHORING, TEMPORARY PROVIDE SOLID BLOCKING AT ANY HORIZONTAL JOINTS, BETWEEN SOLE PLATE AND 7. THE DESIGN ADEQUACY AND SAFETY O WITH F c GREATER THAN 2500 PSI SHALL HAVE ANY TOP PLATE."Z" BAR METAL SHALL BE USED AT EXTERIOR HORIZONTAL JOINTS. RESPONSIBILITY 4F .THE CONTRACTOR, AND HAS 10, ALL CONCRETE RM BUILDING 1, THE ALLOWABLE SOIL BEARING VALUE IS 100fl PSF FOR CONTINUOUS SUPPORTS, ETC. #S SOLE RES RESPONSIBLE FOR THE . NOT BEEN CONSIDERED BY ACG . THE CONTRACTOR 1S RESPON SPECIAL INSpEC`TION PER SECTION 1702 OF THE UNIFORM 21. INSTALL FIREBLOCKS TO CUT OFF ALL HORIZONTAL AND VERTICAL gRA1-C' FOOTING PER SOILSREP{3RT: FOR THE STABILITY OF THE STRUCTURE CODE UNLESS fi�JOTED OTHERWISE. CONTRACTOR IS RESPONSIBLE OPENINGS BETWEEN TWO STORIES AND ROOF. ATTIC SPACES. F#REBLOCKS `SHALL THE CO AND FLOOR DIAPHRAGMS. ALL SHEAR WALLS, ROOF 8E OF 2" NOMINAL THICKNESS: LOCATION OR FIREBL4CKS SHALL INCLUDE: 2. ALL SITE PREPARATION, EXCAVATION AND COMPACTION SHALL BE DONE PRIOR TO THE APPLICATION OF RY BRACING TO PROVIDE SHALL PROVIDE THE NECESSARY ARPENTR: A. STUD WALLS AT FURRED SOFFITS, CEILING AND FLOOR LEVELS, UNDER THE SUPERVISION OF THE. SOIL ENGINEER. AND FINISH MATERIALS, HE AFOREMENTIONED MATERIALS, �...U��ER THE APPLICATION OF THE AFOREME B. AROt1ND TOP, BOTTOM, SIDES AND ENDS OF SLIDING POCKETS DOORS STABILITY PRIOR TO INSPECTION- SHALL NOT INCLUDE IN ALL, STRUCTURAL_ LUMBER SHALL BE GRADED IN ACCORDANCE C. BETWEEN STAIR STRINGERS AT TOP AND BOTTOM OF RUN AND BETWEEN 3. PROVIDE NON- EXPANSIVE FILL AS REQUIRED TO LEVEL PAD: OBSERVATION .VISITS TO THE SITE BY ACG 1 g .. OF THE ABOVE ITEMS. WITH THE STANDARD GRADING RULES NO.16 FOR WEST STUDS IN A WALL PARALLEL AND ADJOINING RUN OF STAIRS. . COAST LUMBER AND UBC STANDARD NO. 23--1. ' 4. ALL HOEDOWN ANCHORS; POST BASES AND HOEDOWN BOLTS SHALL. SITE DURING CLEARING AND EARTHWORK 22. ALL ROUGH OR RESAWN BEAMS ARE TO BE FREE OF GRADING STAMP LABELS BE TIED INTO PLACE PRIOR TO FOUNDATION INSPECTION. 8. THE CONTRACTOR SHALL INVESTIGATERES SUCH AS R FILLED EXCAVATIONS OR BURIED STRUCTU 2. ALL WOOD BEARING ON CONCRETE OR MASONRY SHALL BE AND FREE OF HEART CENTER. OPERATIONS FO C. IF ANY SUCH STRtlCTURES ARE FOUND. PRESSURE TREATED DOUGLAS FIR OR REDWOOD. S: PLACE 20'--0" REBAR IN FOUNDATION AT SERVICE LOCATIONS. CESSPOOLS, FOUNDATIONS, ET ACG SHALL � BE NOTIFIED IMMEDIATELY. 23. ALL . HANGING JOISTS SHALL BE HUNG WITH SIMPSON "LUS" HANGERS U.N.O. STUB UP REBAR ABOVE THE FLOOR BY ELECTRIC SERVICE METERS. 3. 'HOSES FOR BOLTS SHALL. BE BORED WfiTH A BIT 1 j32' TO 1 f i 6" AND SiPMSON "!TT" FOR TJI's U.N.O- OUT IF PLACED ON FRAMED LARGER THAN TIME NOMINAL BOLT DIAMETER. 6, DRIVEWAY PAVING SHALL BE 4" PORTLAND CEMENT CONCRETE. 9. CONSTRUCTIONS MATERIALS SHALL BE SPREAD24. ALL BEARING WALLS ON A WOOD FLOOR ARE TO BE SUPPORTED R ROOF. LOAD SHALL NOT EXCEED THE DESIGN LIVE LOAD PER R TO APPLICATION OF PLYWOOD, FLOORS 0 AND/OR BRACING WHERE.. WITH DOUBLE JOISTS OR SOLID BLOCKING UNLESS NOTED OTHERWISE. PROVIDE ADEQUATE SHORING AND j 4: ALL BOLTS SHALL RE --TIGHTEN PRIG 7. MINIMUM SLAB REINFORCEMENT AND PAD REQUIREMENT SHALL SQUARE FOOT. PLASTER, ETC. 25. ALL BEAMS TO BE SUPPORTED WITH FULL BEARING, U.N.O. CONFORM TO .THE SOILS ENGINEER'S RECOMMEDATIONS., U.N.O. STRUCTURE HAS NOT ATTAINED DESIGN. STRENGTH. "BID SET" ON ANY OR ALL SHEETS 5. STRUCTURAL MEMBERS SHALL NOT BE CUT FOR PIPES, ETC. UNLESS 26. ROOF SHEATHING IS TO CONTINUE UNDER CALIFORNIA FRAMING. TYP NR 10. CONSTRUCTIONS DOCUMENTS IDENTIFIED AS S WHICH NOTED OR DETAILED. CT TO REVIEW. THIS REVIEW MAY RESULT !N CHANGE SPECIFICALLY MAY BE SUBJECT 27: APPLY SHEAR WALL PLYWOOD PRIOR TO ALL BOX CUTS, FUR -CUTS, SOFFITS 1; ALL MASONRY. WORK SHALL CONFORM TO THE GAYEST EDITION OF THE UNIFORM THE PLANS PRIOR TO THE ISSUANCE OF THE FINAL BETWEEN JOISTS OR RAFTERS MAY BE MADE TO �� DESIGNATIONS. OR ANY OTHER FRAMING THAT MAY INTERRUPT CONTINUITY OF THE PLYWOOD. 6. 2X SOLID BLOCKING SHALL BE PLACED BET4V BUILDING CODE. CONSTRUCTION .SET WHICH WILL CONTAIN N�0 BID SET DE EXCEPT WHEN LEDGERED. CONSTRUCTION DOCUMENTS IDENTIFIED AS BID SET ARE NOT AT ALL SUPPORTS, 2.8. PROVIDE FURRING AS NEEDED TO ALIGN NON --SHEAR WALLS WITH SHEAR COMPLETED OR FINAL DRAWINGS ANT? THEY ,- " WALLS, 2. CONCRETE BLOCK SHALL BE OF SIZES SHOWN ON ARCHITECTURAL CONTRUEO AS BEING THE C - SHALL BE PROVIDED AT 8 0 O.C. MAX. FOR ALL SHOULD NOT IN ANY WAY BE USED AS SUCH . 7. CROSS--SRIDGIN 29. PROVIDE 4X OR DOUBLE 2X .MEMBERS UNDER SOLE PLATE NAILING AT 2' O.C. DRAWINGS AND/OR CALLED FOR IN. SPECS. AND CONFORM T�} ASTM C9fl-86, GRADE FLOOR JOISTS OVER 10" DEPTH, USE SOLID BLOCKING OR "N-1" NORMAL- WEIGHT UNITS WITH. MAXIMUM LINEAR SHRINKAGE DESIGNED TO WITHSTAND A LATERAL N APPROVED TYPE METAL BRIDGING. 30. DOUBLE TOP PLATES W j MIN 48' LAP SPLICES TO BE PROVIDED Wf MIN OF 0.06 % Vm = 1500 PSI, GROUTED REINFORCING CELLS. 11, ALL GUARD RAILS AND HAND RAILS SHALL BE DES A R LINEAL FOOT APPLIED HORIZONTALLY AT RIGHT ANGLES (8d) 16d's PER TOP SPLICE. LOAD OF 20 POUNDS PE PLYWOOD SHALL HE STRUCTURAL It OR C-D GRADE COMMERCIAL) S. ALL STRUCTURAL 3. MORTAR MIX SHALL 8E COMPOSED OF ONE -PART PORTLAND .CEMENT TO TOP RAIL. (50 PLF FOR CO ) - WITH EXTERIOR GLUE' UNLESS. NOTED OTHERWISE. AND CONFORM. T4 31: .TOP PLATES .BREAKS ARE SHALL OCCUR OVER A STUD OR POST: AND THREE PARTS SAND AND NOT LESS THAN 1/4 PART NOR CONSTRUCTION HET SNAIL BE IDENTIFIED STAMP D.F.P.A OR A.P.A. MORE THAN 1 j2 PART LIME PUTTY FOR TYPE 'S' MORTAR: INTENDED SOLELY FOR THE USE OF THE OWNER FOR CC?NSTR PS-•� 1-83, EACFI S E 12. THESE ARE # MARKETING. EXTERIOR ELEVATIONS 32. SOLID BLOCKING BETWEEN PERPENDICULAR JOIST AT HEARING AND AT MINIMUM COMPRESSION STRENGTH TO . BE F'c 2500 PSI. AND ARE EXPRESSLY NOT INTENDED FOR USE IN MARKET MAY ICING ON W000 SHALL HAVE STANDARD CUT SHEAR WALLS. AND OTHER DE TAILS ON THESE PLANS ARE ONLY A REPRESENTATIONAND 9, ALL BOLTS BEARING TION. WASHERS UNDER .HEAD AND NUT UNLESS NOTED OTHERWISE. A EXPOSED BEAMS AND HEAVY TIMBER RECOMMENDED TO BE FREE . GROUT MIX SHALL BE COMPOSED OF ONE PART PQRTLAND CEMENT VARY SIGNIFICANTLY FROM THE ACTUAL CONSTRUCTION. 33. ALL . OF HEART CENTER: TO 2.1 TO 3.0 MAX PARTS SAND AND NOT -LESS .THAN TWO PARTS. PEA RECOMMENDATIONS HORS,, FASTENERS AND CONNECTORS ETC. GRAVEL; MAX. GROUT LIFT = 4'-0". SPECIAL INSPECTIONS SHALL BE RE UIREMENTS T© BE PER THE SOIL ENGINEERS E 10: ALL METAL ANC 13. SLAB 4N GRADE Q THEREFORE HAS 1 SIMPSON STRONG --TIE (TM). SUBSTITUTIONS 34: ALL ISOLATED POSTS AND BEAMS TO HAVE SIMPSON PBS AND/OR HE SLAB ON GRADE IS A NUN --STRUCTURAL ITEM AND THE SHALL BE FROCv REQUESTED FOR HIGH LIFT GROUTING. MINIMUM COMPRESSION SOLELY. T BC'S MINIMUM, UNLESS NOTED OTHERWISE. NOT BEEN 13Y THE STRU CTURAL DESIGN ENGINEER.MUST 8E PRE -APPROVED 1N WRITING BY ACG. STRENGTH TO F'c = 2�00 -PSI. RUCTURAL LUMBER SHALL BE DOUGLAS FIR --LARCH, 19T MAX. 35. ALL SIMPSON HD,PA, AND CB HOEDOWNS TO BE FASTENED TO 4X4 POST 5. PROVIDE CLEANOUT OPENINGS AT BOTTOM OF ALL VERTICALLY GROUTED 11: ALL ST MIN, U.N.O. CELLS IF GROUT LIFT EXCEEDS 4'-0" REINFORCING STEEL MOISTURE CONTENT, OF THE FOLLOWING GRADES UNLESS NOT ED --40 FOR 4 BARS AND SMALLER. OTHERWISE. 36. ALL EXTERIOR WALLS ARE TO BE SECURED WITH 1 j2" DIA. X 10" 6. ALL REINFORCING SHALL HAVE A MINIMUM COVERAGE OF 1 fz" GROUT..: BE ASTM A--615 � ANCHOR BOLTS AT 72" Q.C., U.N_O.(WS 1270 RAMSETJREDHEAD MAYBE 1. ALL REINFORCING STEEL SHALL5 BARS AND LARGER. „STUD GRADE" OR BETTER 7. BOLTS SHALL BE GROUTED WITH 1 " OF. GROUT BETWEEN BOLT AND ALL REINFORCING STEEL SHALL BE ASTM A-615-60 FOR � USED; IN LIEU OF ANCHOR BOLTS}. 2X4 STUDS (UP To 10`} TO BE ASTM A�-185, LAP 1-1/2 SPACES, 91" MIN. FOR X STUDS OVER 10') „CONSTRUCTION GRADE" MASONRY: WELDED WIRE FABRIC REINFORCING STEEL �5 AND LARGER TO ASTM . A-615--60. 2 `� � "STANDARD GRADE" OR BETTER 37. ALL INTERIOR WALLS TO BE SECURED WITH SHOT PINS PER MANUFACTURERS STRUCTURAL SLABS ALL REINF 2X PLATES - RECOMMENDATION. U.N.O. CALCULATIONS GOVERN IN ALL CASES RECOMMEND 8. NO PIPES OR DUCTS SHALL BE PLACED IN MASONRY WALLS UNLESS NO.2 2X STUDS RAMSETjREDHEAD 151 £D AT 24" O.C. PER ICBO REPORT NO. 1147. SPECIFICALLY NOTED OR DETAILED. 2. ALL BARS SHALL DEFORMED AS PER ASTM A-305. 2X JOIST NO.2, 38. ALL CONVENTIONAL FRAME PORTIONS OF STRUCTURE ARE TO BE DOWELS IN CONCRETE FOR MASONRY WALLS SHALL. BE THE ALL BARS SHALL BE CLEAN OF LOOSE FLAKY RUST, GREASE OR OTHER MATERIALS STRINGERSAME SIZE 3. BEAM AND STRI..,� CONSTRUCTED PER SECTION 2326 OF THE UNIFORM BUILDING CODE; U.N.O..., AND SPACING AS _MASONRY WALL REINFORCING. ... LIKELY To IMPAIR BOND. 4X10 AND SMALLER NO.2 AND LARGER NO.1 39. ALL SHOP DRAWINGS ARE TO BE REVIEWED BY THE CONTRACTOR AND 14, ALL MASONRY, EXCEPT VENEER, SHALL BE REINFORCED GROUTED 4X12 A THE ENGINEER PRIOR TO SUBMITTAL FOR ENGINEER REVIEW. MASONRY, GROUT CELLS CONTAINING REINFORCING. UNLESS NOTED OTHERWISE. 4. ALL BENDS SHALL BE MADE COLD. N0.1 GROUT SOLID, ALL MASONRY' RETAINING EARTH UP TO 6" 6X AND 8-X NO. 4o. TRUSS MANUFACTURER TO PROVIDE CALCULATIONS, SHOP DRAWINGS, POST AND TIMBERS ABOVE RETAINING .WALL,.. AVE LAPPING OF 30 DIA. OR 2'-O" MIN. IN ALL ' ING AND DECKING..COMM.DEX DETAILS, TRUSS HANGERS, BRIDGING AND ERECTION BRACING. 5. SPLICING OF MARS SHALL H ROOF PLANK 11. ALL VERTICAL REINFORCING IN MASONRY WALLS NOT RETAINING CONTINUOS REINFORCEMENT OF FOOTINGS AND CONCRETE WALLS, EXCEPT AS BOARD SHTG. AND STRIPPING.. SUITABLE FOR INTENDED USE. C ' 41. PROVIDE DOUBLE 2X SOLE PLATE WITH SOLE PLATE NAILING EARTH SHALL BE LOCATED IN THE, CENTER OF THE WALL, U.N.O. NOTED ON, PLANS. AS SPECIFIED ON THE PLANS AT BOTH PLATES WHERE 1 1 j2" LY PLACED BEFORE 1:.CBC STRESS VALUE FOR DOUGLAS FIR --LARCH LIGHT WEIGHT CONCRETE IS USED AT THE FLOOR. 204 12. REINFORCING SHALL BE .SECURELY HELD AND BRACED IN PLACE 6. ALL 'REINFORCING BARS SHALL BE ACCURATELY AND SECURE SINGLVREPETITIVE POURING CONCRETE. 425 1780 PSI Fv = 95 E = 1.6 X 10^6 42. WHERE BOTH TOP PLATE ARE BROKEN, STRAP WITH ST6224 MIN. U.N.O. T4 PREVENT MOVEMENT WHILE PLACING MASONRY. POUR - 2X4 #2 Fb = 1, j Cl"`6 LEAST EQUAL TO THE 2 Fb = 1,235./1,540 PSI Fv = 95 E = 1.6 X 1 NAILS SNAIL BE USED FOR ALL PLY SHEATING TOP PLATE SPLICES & 13. MASONRY TO HAVE SPECIAL INSPECTION PER SECTION 1702 OF THE FOR REINFORCEMENT SHALL BE AT LEA 2X6 43. COMMON 7. CONCRETE PROTECTION Fb. J 1,140%1,425 .PSI Fv = 95 E = 1:.6 X 1 Cl 6 DIAMETER OF THE BARS, COVER SHALL BE AS FOLLOWS; 2Xf3 �2SOLE,PLATE .NAILING.. ALL HARDWARE SI-IALL BE .INSTALLED WITH NAILS t3NIF{3RI+rI BUILDING :CODE WHEN SPECIFIED. 2X 10 #2 Fb: � 1,045 f 1,,305 PSI Fv = 95 E = 1.6 3C 1 £3 6 PER MANUFACTURERS SPECIFICATIONS AND RECOMMENDATIONS. 3" _ 2X12 #2 Fb950 f 1,185 PSI Fv = 95 E = 1.6 X :10"-6 A. POURED AGAINST EARTH �R. W. PROD. �# LOW GRADE 2" •;, 4X4 r�2 Fb - 1,425 PSI Fv -- 95 E = 1,6 X 10"`6 FORK BE 2 E3_ POURED AGAINST 2' ,, 4X6 2 E b 1.,235 PSI Fv = 95 � E = 1.6 X 10�6 .V Ex Qs/3 r04 8 LARGER Fb 1,140 PSI Fv = 95 E = 1.6 X 14-6 1. PARALLAM PSL 2.0E BY TREJSS JOIST MALMILLAN PER HER 292 NO.36, 57 1j2 5 LARGER 4X8 2 Fv = 290 PSI: E= 2.0 SEISMIC FACTORS PER SOILS ENGINEER �! # - , 4X10 #2. Fb � 1,045 PSI Fv = 9S E 1.6 X 1fl�6 Fb = 2900 PSI SLABS 1 > PROVIDE MULTCPL E 2X4 SQUASH BLOCK UNDER BEARING POINT LOAD FROM ABOVE FIGURE 16-2 `ZONE 4 C. .FORMED ,� 2. D. SLABS ON GRADE FROM TOP, OF SLAB} 1; TO TOP: PLATES.BELOW BELOW AT FLOOR LEVEL. � ©� ©r,. 2 ALL.,NAILING To 8E PER `TABLE NUMBER 23--I--Q OF 1'NE LATEST TABLE 16-t 0.40 _ cat.ti� COLUMNS AND BEAMS TO MAIN BARS 12. --_._ E• 25' l3NIFORM BUILI3INC CODE, UNLESS NOTED OTHERWISE. TABLE 16- Q C?.4llNd WALLS - EXPOSED TO WEATHER 3: TRUSS JOIST MACMILLAN PROCiUCTS PER NER 119, NER 126, NER 232 F. TABLE 113-U B NOT EXPOSED TO WEATHER, AND ROOF SHEATHING SHALL BE LAID CONTINUOUS AND NER 481. 1 13: PLYWOOD FLOORTABLE 15-5 1.0 SMALLER IN PERPENDICULAR TO 4: PROVIDE DOUBLE TJI's OR DOUBLE TJI BLOCKS WHEN l6d S 11 AND MORE SPANS WITH FACE GRAIN 1 1 2 OVER. TWO i� f OD IS LESS THAN. 4 O.C. AT SHEAR WALL ABOVE. �11 AND �18. _ NAILING SUPPORTS (Uf�1LESS SHOWN OTHERWISE)., STAGGER ALL PLYWOOD PANELS' A MINIMUM OF 4'-0" 5. REFER TO TRUSS JOIST MACMILLAN SPECIFICATIONS FOR DRtLLI OF H�3 S WIND SPEED EXPOSURE THRU TJI WEB. REVISIONS } BY fie, cat . o z E-- Ld 2 F' U) co t-, N m < co r- 0 ,-- C3 H ct> ry- (m 't U I- < W �i Z O CL Z w J_ W W J � 0 Z 00 rr. 2 () V < Z WLu < 00 f/ -r C\! F- 1- cO W DRAWN: DAVID lCHECKED:DAVID DATE: 07 • A7-03 SCALE: ON PLAN SHEET 08 T-5 OF 13 FOUNDATION NOTES BEAMS: GENERAL. IN ADDITION TO THE INSPECTIONS REQUIRED BY SECTION 108, 81 USE 46 DOUGLAS FIR LARCH OR THE OWNER. OR THE ENGINEER OR ARCHITECT OF RECORD ACTING AS THE 1-3/4" x 9-1/4" MICROLAIvf OWNER'S AGENT SHALL EMPLOY ONE OR MORE SPECIAL INSPECTORS WHO B2 USE 48 DOUGLAS FIR LARCH OR SHALL PROVIDE INSPECTION DURING CONSTRUCTION ON THE TYPES OF WORK 1-3%4" x 7-1/4" MICROLAM LISTED UNDER SECTION 1701.5. UBC 1997 B3 USE 602 DOUGLAS FIR LARCH OR ALL DIMENSIONS SHALL BE VERIFIED WITH THE ENGINEERS DRAWINGS 2-11/16" x 11-7/8" PARALLAM ANY DISCREPANCIES SHALL BE RESOLVED PRIOR TO COMMENCING OF WORK. B3o USE 2x 16 DOUGLAS FIR. LARCH OR 1. ALL EXTERIOR MALLS ARE TO BE SECURED WITH 5/8" DIAMETER, 2 11 /16 x 11 .7/8 2.OE PARALLAM BY 1 " LONG ANCHOR BOLTS EMBEDDED AT LEAST 7" INTO CONCRETE B4 USE 6x 12 DOUGLAS FIR LARCH OR WITH A MAXIMUM SPACING OF 72" O.C; 2--11/16" x 11-7/8" PARALLAM THERE SHALL BE A MINIMUM OF TWO BOLTS PER PIECE OF FOUNDATION s. PLATE WITH ONE BOLT LOCATED WITHIN 12" MAX. & 4-1/2 MIN. OF EA. 85 USE 6x.12 DOUGLAS FIR LARCH OR END OF EA. PIECE. A PROPERLY SIZED NUT AND 2" X 2` X 3/16" THICK _...: _. _ r..._... _... _.�__.___ :_:..__ ___�. 2---11/16" x 11-7/8" PARALLAM WASHER .SHALL BE TIGHTENED ON EA. BOLT TO. PLATE. 2. ALL INTERIOR NON —SHEAR WALLS ARE TO BE SECURED WITH SHOT PINS ' INSTALLED PER MANUFACTURERS RECOMMENDATIONS, U,N,O, STRUCTURAL ENGINEERS CALCULATIONS GOVERN IN ALL CASES. 1 3. INSTALL ALL SIMPSON (OR APPROVED EQUAL) FOUNDATION HARDWARE °� 1 PER MANUFACTURERS RECOMMENnATIONS 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 FOUNDATIONINSPECTION TO VERIFY LOT LINES. 5. ALL ISOLATED POST AND ' BEAMS TO HAVE SIMPSON'S PB'S AND PC'S MIN. UNLESS OTHERWISE NOTED. 6. ALL SIMPSON HD, PA AND CB HOLDOWN TO BE FASTENED TO 44 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. 0. 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" 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: SECTION B - B INDICATES AREA OF CONCRETE SLAB SCALE: era f-0" HORIZONTAL �. _. .1 INDICATES LOCATION OF FOOTING __ ____ ROOF' SHEATHING FLOOR $H HING NON SHADED FTG. INDICATES 15/32 C—D/C--C EXP.1S/32" CCSC WITH 20" WIDE x 18" DEEP WITH 8d COMMON NAILS NAILS 18" WIDE x 16" DEEP 4" O.C. BOUNDARY 4" fl.C. BOUNDARY 6" O.C. ALL OTHER PANEL EDGES �6" O.C. ALL OTHER PANEL EDGES 12 O.C. FIELD 12" O.C. FIELD ANCHOR BOLT LEGEND. -,SPAN RATING 32/16. SPAN RATING 40/20 [AB241 5/8" DIA. X 12" ANCHOR BOLTS AT 24" O.C. HEADERS* H 1 USE 46 DOUGLAS FIR LARCH HOLDOWN LEGEND: H2 USE 4x5 OR 4x4 DOUGLAS FIR LARCH HTT2 �1� SIMPSON HTT2 PER .POST. H3 USE 4x8 DOUGLAS FIR -LARCH - CBQ44 1 SIMPSON CBQ44 PER POST. H4 USE 4x6 DOUGLAS FIR LARCH CBQ46 (1) SIMPSON, CBQ46 PER POST H5 USE 4x5 DOUGLAS FIR LARCH H6 USE 4x6 DOU_ GLAS FIR LARCH H7 USE 4x4 DOUC'LAS FIR LARCH H7o USE 4x4 DOUrLAS FIR LARCH H8 ' USE 44 DOUGLAS FIR LARCH H9 USE 44 DOUGLAS FIR LARCH H 1 fl USE 4x6 DiUC.;LAS FIR LARCH H 11 USE 4x4 DOUGLAS FIR LARCH SECTION A - A SCALE: 1/4^ = P-0" SECTION NOTES 7/8" STUCCO 0/ EXPANDED WIRE LATH 0/ BLDG. PAPER — .2x6 BALLOON FRAME ADJACENT FINISH GRADE (MIN. 1' BELOW FINISH FLOOR LINE) 2ND FLR. CEILING LINE / TOP OF PLATE GROUND FLOOR CEILING LINE 20 MIN. FIRE RATED DOOR Q 2ND FLOOR LINE Q 1 HOUR WALL RE/S 2x8 FASCIA OR BARGE BOARD Q TOP OF RIDGE 1 a 1 HOUR FLOOR / CEILING 11 FINISH FLOOR LINE U Z z w t-= cn N a) CD c' OLLJ pr c� 0 `t Imo- w z CL ' 4L. i FES,S �- NGU sJ r04 957 E-- uj W , Ci CeI Z At l� ter'' `✓) 0 CC Z J O<7 LL! cn 0 0 - Z DRAWN: DAVID CHECKED:DAVID DATE: 0- o7-a3 SCALE: ON PLAN SHEET 09 ST- OF 13 BORED HODS EXTERIOR FINISH 2x3 HAILERS St ud CONCRETE -RIDGE TILE S TILE CONTINUOUS 2" x 41' Stud-2118 in Max. i Bored hoe 2" x 6" Stud-3 6/16 in max. ( MANY. SPECS. 1 LAYER 15# FELT GROUT . L UNDERLAYMENT Oj CEMENT TILE ... �1. Sirrtp:A35 of 48"O.0 2x3 HAILERS ( BRACE AT EA. Omit if Truss (To Be Installed After 5/8 In max., I BUILDING PAPER WALL PER is Ade u4te Loading Roof) 2X BLOCKING PLYWOOD E�OUNE�ARY g ROOF ' DETAIL A/S1-1 far Drag Force 2. 16d Nails* G.I. FLASHING (26 GA, MiN.) ROOF NAILING I 3. Struct. Truss ALTERNATE AND COUNTER FLASHING BARREL OR FRAMING MEMBERS 4. Roof Sht9 STILE (SEE FRAMING PLAN) r=:: 6 5. 2x Blk'g 1x6, CONTINOUs 60% Allowed any FIN. COLOR COAT O/ POST SEE 4 6. E. N 161 2 x FILL IN nonbearing wall or each FIBERME.`H Oj FOAM HALF TILE 1 1 /2" TRIM Oj FRAMING PLAN TRUSS W/ 2"x4" bored stud doubled bored /. ;. AT 16" O.C. FOR hole not permitted In more 1IROWN COAT AT '16" PLYWOOD PLYWOOD than two successive GYPSUM BOARD 6 6 F See Spacing on NAILING doubled studs SISAL KRAFT PAPER 3 Schedule, Below. SHEAR 1 3 WALL 40% allowed at any wall / STUCCO FINISH � PANEL DT R 2 ICI A35 ROOF \ •X SPADING E.N. 1 .1 10" 32" - STUDS AT 16" O.C. BOUNiDAR METAL CORNER '. `-' .2 8" 24" -T 26 GA. G.I. PAN NAILING CUTTING & NOTCHING BEAD �\� .3 4" 16" UNDERLAYMENT FLASHING ALUM. WINDOW 5 4 2" 8" - {SEE GENERAL NOTES) Stu FRAME STAGGERED 26%Allowed exterior 6 6 As Per Plans 2x STUDS AT 16 O.C. SHEAR WALL CONN. Notch -_-,walls bearing partitions # U.N.O. TRUSSES FRAMING PLAN) TO ROOF' SHEATHING 40% allowed non beating partition wall INTERIOR FINISH SHE PLYWOOD 9 p SHEATING N.T.S. ! 21x4" Stud-1 7/16 In max. 2"x6" Stud-1 3/8 in max. � ..__... _. 7 `:IC.AL MULLION NTS '13 ;DRAG TRUSS SHEAR TRANSFER NTS 9 RAKE AT WALL FLASHING NTS 5 RIDGE NTS NTS 21 NTS 'I VER G AP 1 R.N. PLYWOOD SHEATING SNUBBED WOOD TRUSS ._.:. _ . --- -- 1/2" PLYWOOD AT FIELD TO BLOCKING f 'UNDERLAYMENT __...... VENT CAP -- STILE ..,.... - _-- �"�" - 1" SHtPLAP SHEATING {SEE GENERAL NOTES} LEAD FLASHING 1, Shear Wall Edge Nailing HAND FORM TO 2. Dbl.Top Plates UNDERLAYMENT AT OVERHANG 1/2" PLYWOOD AT ..v. TiLE -SHAPE CRIMP 1. MSTt 4 o/Plywd Roof 12" 24' 3. Simpson CS7 6 * (SEE GENERALNOTES) FIELD _. OVER PLUMBING VENT 2 Min. Mini. 4 @ Ea. Garner 1x WOOD STRIP 2x6 FASCIA 2. 2X Flat Blocking (SEE ELEVATIONS) 3: Trusses per Plan TILE ROOFING 4. 2x Stocking . BARREL OR S TILE E 1i9IEl 1, i/3 OF JWSr DEPTH }{Ax. s U.N.Q 1 ppaT Eo B oLEs TO aE o GLAV. PLUMBERS SEE ROOF PLAN � / OUT f f3 SP�1t1 ONLY 2. 2" CLEAR TO EDGE OF OST 26 GA. G.I. f ✓ r VENT # x 1 FLASHING g �{ip� 6" NO BTWN, 3, AST DEPTH O 12'-0 10T�J66RE0 H 1Od at 3.5" O.0 1.0d at 3.5" O.0 6 1 PIPE OR CONDUIT BIRD STOP s r f 5, 1/6 OF MST DEPTH TAX WHERE WDW, �,_ OCCURS r s RAFTER See Frorrting 3 # Plan, Typ. I 3 3 2x BUILT-UP i 2 6 ROOD SHEATING FASCIA (SEE STRUCT.) - 2X BLOCKING CK NG PROVIDE STUCCO 0 j WIRE tdcAtIF SH ' ` L# LTRUSSES OR R04F RAFTERS LOCAL CODE 2 ss. 1 4 QF Jfk 4 Tx WtTI�IN �'� VENTS AS REO. PER MESH Oj BLDG. PAPER (SEE FRAMING PLAN} i DOUBLE 2x TOP PLATE 2x BLOCKING 3 PLUMBING WATER LINE 2-LAYERS \„.2fi GA. GALV. MT , INTERIOR FINISH E HGl.E� Fi.C�C±R JOIST OF' F.A.U+ VENT SEE 15# FELT DOUBLE 2x TOP OF PLATE DRiP FLASHING EXTERIOR FINISH BOO PLUMBING FOR SIZE N.T.S. INTERIOR FINISH GUTTER TL. RAIN MERE 4 CURS LEAD OOLLAR, SKIRT AND STEEL r., CONTRACTORS SEE PLUMBING SPECS, T BY PLUMBING SEE ROOF PLAN FOR OVERHANG SPECIAL SHEAR AT WINDOW OPENING 1} TIGHT RAKE DETAIL NTS EAVE AT SNUBBED TRUSS NTS 2 CONNECTION NTS. 22' NTS .18 VEIN THRU ROOF NTS _ .DRAG COr t- NOTCH IN PLATE MFR. SF CS. PER _ 2- 1 3 �€" MA . JF BORED HOLE � MFR. SPECS. 1. Sim .ST 6236, UNO EXCEED i 34 12X4 TOP T T 28 FLASHINGWITHUNDERLAYMENT P i 2 PLATE OR 3/4 INg%�g x6 Alt. MST`s 48 of Obi. TJI/PSL/LVL TOP ALA TRAP OF COAT S UCCO 0j g' CRIMPED EDGES (SEE GENERAL NOTES) PLATE W7REM #3 BELOW EXPANDED WIRE MESH GYSUM BOARD 1. Truss w/ Roof E.N. 2. See Plan for Brg. Condition. 3" MAX 1. TYPICAL 2X STUDS AT 16" 0. 0/ BUILDING PAPER 3. Drop Beam, Or DbI Jst. 3- SIMPSON CS16x14" LONG C. U.N.O. W/ (2) 16d END NAILS PER MFR. SPECS, 2, Min. 3X "BIOCking METAL STRAP TYPIC L * OR (4) 8d TOE NAILS EACH 3. Truss Top Chord 4. Flush Beam, or Dbi . J5t. 1/2 DEP EAfIH PLATE +;UT /(6} END TO TOP & SILL PLATES. -' 1 Or Rafter f 6d s 0 EACH SIDE, EQ. EQ, 5. Piywd. Shtg w/E.N 4- PIPE WHERE OCCURS 5 2. CORNER STUDS OR POST PER 1 1/2 (To Each Joist When Dbl F/J) 5- TOP PLATES/SILL PLATES PLAN. 6- ANCHOR BOLTS PER PLANS rr 4 04 7.� �OCAJE ANCHOR BOLT 5" 3. PLYWOOD SHEAR PANEL PER 5 MiN. 9 MAX. AWAY FROM PLAN. HEADER NOTCH OR END OF PLATE 5 FIN. COLOR COAT Q/ 4. POST AT END OF SHEAR PANEL a- 4 PER PLAN. FiBE f 2 x4" TRIMESH 0/ 0AM 30/ >� 8d @ •Ea. 8d @ Ea.93rd Hole 1 �- __ 7 3 5. NAIL CORNER & MULTI -STUDS BROWN COAT �d Hole Wb126 Over Roaf Sheathing __T--3--g-x- T t ` 1_ 1 � 1 TOGETHER W/ 16d'S CAD 16d O.C. STAGGERED. BUILDING PAPER E Dbt. TJtJ 3 NOTE; _ X Strop ON. LVL PSL NOTE: -IF NOTCH OR HOLE EXCEEDS NAILS SPACE AT 2" D.C. SHOULD SISAL KRAFT PAPER r I . { �. NG 50% OF TOP PLATE WIDTH, BE STAGGERED MIN. 1/8". 1 ST6236 MSTi60 6 USE SI PSON ST¢224 STAGGPRED * E/S OF` PLATES. BIRD STOP 2 MST48 MSTi72 -USE SIMPSON NS AS NEEDED ALL PLYWOOD EDGE NAILING v BEADMETA COMER cn SHOULD FALL ON 2X FRAMING 3 MEMBERS. �` � EXP.06! 04 � 3 MSTBO - ERS ALUM. WiNDOW 27 (SEE FRAMING NG PBLAN) NO.36957 -- PLAN VIEW FRAME PIPING THRU PLATE FRAMING 1 j2y PLYWOOD N.T.S. SHEATHING ��T CIVIL- rr OF CAS.. NTS 19 SHEAR WALLMALL INTERSET: NTS '15 HEADIJAMB SIMILAR NTS 'l DRAG CONNECTION NTS 7 VALLEY FLASHING NTS DRAG DETAIL NTS 23 3 B.N. Of PLYWOOD SHEATING .BARREL OR S TILE EXTERIOR FiNiSH PER TO BLOCKING E MANUF. 1 LAYER 15 1j2n PLYWOOD AT FIELD # FELT 1" #HIPLAP SHEATING` 2X4 LOOKOUTS FLAT 1. PLYWOOD SHEATHING d I. NOTCH DEPTH do BORED HOLD AT OVERHANG FRAME 2X4 PLATE AND 2. TRUSS BY MANUFACTURER 2x ROOF. RAFTERS 2x BLOCKING SEE TABLE• BELOW. AT 24 Q.C. ALUM. WINDOW CRIPPLE SRUDS 14 3 10 6 3. 8d COMMON NAILS AT 6" O.C: z. STUD CIA W TRIM (ONE TRUSS SPACE OR ( 2x FASCIA / 1 4 3 6 2 B.N. G.I. FALSHING 26 .GA. MIN.) TWO RAFTER SPACES 4. 2X FULL HEIGHT BEVELED AND COUNTER FLASHING 3. SILL PLATE OVER {. SEE ELEV.) ) 1. SIMPSON GS16 W/8d SINKER 1. 4. HOLE EDGE DISTANCE 5/8" METAL COMER BLKG. (IF BLKG. IS NOT BEVELED 3 1 8 % NAILS N 2 1 16 O.G. GUT TO MIN. UNDERLAYMENT (SEE BEAD SEE DETAIL 13/sN2} IF BLKG. Q/ SEALANT FiT OVERALL BAYS OF IJ 4 GENERAL NOTES) NOT TIGHT FIT, SEE ITEM #15. BLKG. WHERE APPLICABLE- �+� _ � " . 5. DBL. TOP PLATE- OR DEAN UNDERLAYMENT 1X6 CONTINUOUS L 2 4 r 6. SIMPSON A35 OR LS50, SEE (SEE GENERAL NOTES) f I 2. TYPICAL ROOF RAFTER OR 3 MIN, I TOP CHORD OF TRUSS FIN. COLOR COAT 0/ TABLE FOR .SPACING. CEMENT GROUT FILL 15 7: SHEAR PANEL TYPE 12 TYPICAL MIN, 4" OVER TILE 1 FIBERMESH 0/ FOAM 11 2 12 12 (U.N.O. ON PLANS) BETWEEN f 3.. 2X FLAT BLCK'G WITH NAILING SEE PLAN FEDGE OR NO. 1 1 f2 x4 TRIM Of TRUSSES. $ 9 5 OF BAYS REQUIRED BROWN COAT ,-, 8. SEE PLAN FOR TYPE AND BEAM OR TOP CHORD A35 OR H1 LOC. OF SHEAR PANEL ON 2X 1 J2 PLYWOOD 4. NIP BE A48 48 9 STUDS AT 16" O.C: MAX. ++ AT FIELD OF HIP TRUSS SISAL KRAFT PAPER NO :BORED HOLES NOT PERMITTED ALT. LOG. OF SHEAR PANEL 5: ROOF RAFTER OR JACK IN ORE THAN TWO CONSECUTIVE B 40 24 14. 2X FULL HEIGHT BLOCKING. 2 4 5 6 TRUSS W/ E.N. DOUBLE STUDS C 32 24 3 18 13 4 4 11. TYPICAL BOUNDARY NAILING 6. 16d's AT 4" O.C. STAGG. 7. MEEMBER4TO8RE_ IVE LONG 2ND CS16 8. END. LENGTH STRAP CAPACITY END LENGTH A ICS16 1650# B (2)CS1 3300# BORED HOLESSZE STUD 9NG 8 t G 21,4 1 7 16" 2x8 2 3 f6" 35 16` z-zx4 z 1 2-2x5 35 3 5 6" 12. SIMPSON HI CAN BE USED AS TRUSSES OR ROOF RAF ER - A VAII AT +nn+inr.r AN ALT. TO SIMPSON A35'S PER +-vvnvv+� TABLE AT LEFT ONLY WHERE NOTCH -DEPTH _ (SEE FRAMING PLAN) s 14 8 INDICATED ON DETAILS ABOVE. StyExiERpR & BEARENG 2x BLOCKING USE Hi AT 48" O.C. WHEN OVER- .. g� ING STUCCO FINISH W WAu Zx4 T 8' 1 TJt6- SEE ROOF PLAN 2X 8L G. & UP R S 7 1 " F OVERHANG D,(�t9,QLE 2X TOP OF PLATE � a 2x BLKG. &UPPER sHEATHENG Zx6 S 3 6" 2 3 16 GYSUM BOARD VABV. PLATE CAN BE REPLACED dER k �._..... _ 2x SOLID BLOCKING - DE Etl i'lfAll^ � 1 ,�, =fa-:u, ;� x.,.,;au.,t.,,.W.I:PRF'*-�,.�FAE�'7tf.�iiFi}�•ETJ7�1..�'li?p:7tJ..>`. 'S F�, . BLOCKING 2X STUDS AT AFTER T _,_. 2x STUDS AT 16" O.C. 16 O.C. 7 t / OR Tf 6d GHOR€7 INTERIOR FINISH 15. MAX. FEN BLKG_ ...tea... ... .1. .... ` z LU co , LO "� V Uj F- U k cv. ,». ~ LLI 0 p -rC Z U3 LLI Z O tL W C z W W oc J z 'Q LL. W �- W W ,- 0 oC C\I 0) Z <r � V " 0 z ...3 ,� <'a_. w wI M O - . (/�ii �}l 1 O z F- I- co (1) DRAWN,.: DAVID CHECKED:DAVID DATE: i_ 47-03 SCALE: ON PLAN SHEET 10 D-1 OF 13 1. HEADER __.� ._....._. �..... - _- a. oGE NAILING SCRATCH COAT FOUNDATION GRADE 3. PLYWOOD ROOF SHEATING PRESSURE 2X STUDS 0 16" OX. 4. 2X BLK'G w/ 16d's p &" O.C. REDWOOD (OR) (OR) B,N. PLYWOOD SHEATING SNUBBED WOOD TRUSS ' TREATED SILL LET IN TO .. ?0 BLOOXlNG UNDERLAYMENt 5. SIMPSON JOIST HANGER SLAB OR OTHER APPROVED (SEE GENERAL NOTES) 6. SHEAR PANEL PER PLAN EXPANDED METAL T' SHIPLAP SHEATING PER U.B.C. 2804 (C) AT FASCIA tfz' PLYWOCO AT 7: FULL HT, BLK'G WJ A35 012`" LATH �E ELEVATIONS) HELD - � ,. - (SEE ELEYADONS) O-C MORTAR JOINT BLDG. PAPER BARREL OR s.nLE SLOPE TO DRAIN 8. {_JOIST AS OCCURS SEE ROOF Plus 9. TSQT6O.C. { .� ' APPLICATION COAT 3-COAT o s,KD STOP 10. FLUSH BEAM PER PLAN �1x2 REDWOOD OR �. ,-NI6 SPACER 60 MINUTE GR. ,D, STUCCO SYSTEM INCURS 11, ST-18 @748" O.C. MAX DECK` JOIST i P. r.D,F. S A » OCCURS To FLOOR JOIST OR BLOCKING (WERE OCCURS) 1-3/4 CULTURED P,T,DX. SILL PL, SHAPED FOAM STONE VENEER --` » ADHERED MANUFACTURED 9 CONT. ROPE CAULKING - �.--�_--- 26 GA, CORROSION 2X BLQClONG I'RONDE I (! } BRICK OR STONE VENEER — t / OVER MORTAR BED AND SCRATCH LOCAL GORE RESISTANT WEEP BASEBOARD VENTS AS REO. PER 1 COAT. INSTALL PER U.B,C. J I i i ti SCREED 6 4 . 1403A.5 AND MANUFACTURER'S � DOUBLE zx TOP PLATE a 4 e SPECS: SEALANT c d. BUILDING PAPER OVER -BOLTS AS EXTERIOR GRADE WOOD - NiGT-Q_t'�1'�SfTY Fv safft'(- ANCHOR CONCRETE SLAB , 4. n REQ D�SEE STRUCTURAL FINISH GRADE Q wiN�o>xS _ d- NOTE t 2x STUDS PER PLAN / I 4 I_ -WEEP SCREED TO BE INSTALLED PER } , 1994 U.B.0 U 10 ;� SLIDING DOOR NTS 13 CULTURED STONE APPLICATION NTS 9 PILASTER BASE _._-NTS_ 5 __ _V. NTS 17 SILL ALUMINUM RC1C)F DETAIL. , " _; .._...:_ ROOF DETAIL NTS 1 NTS 21 LOW 4X OR 6X z BLOCKING EXTERIOR FINISH GUARDRAIL TO WAL NEWEL POST TO GUARDRA L HAND RAIL 7/8" STUCCO INTERIOR FINISH r 1" FLUSH 8/ WOOD PLUG ADHERED MANUFACTURED SEALANT 1 112" RAIL @ 30" Q.C. i~ASTEN SUP. WI BRICK OR STONE VENEER .._. 1-1 2" OF GUARDRAIL MAX, SECURELY 1 FA TE i� x 3" CURB ® GARAGE OVER MORTAR BED AND .SCRATCH 2x4 STUDS AT WHERE OCCURS A "CONNECTED TC? LAG. SCREW TO BUILDING PAPER COAT. INSTALL PER U,t3.G. 16 O,C. STRINGER STUD {M1N. 3 2X STUDS1403A.5 AND MANUFACTURER`S 28 GA. GALV, MAILSUP) AT 16 O.C,MIN. 3/8" DIA. X 6" DRIP FLASHING 3" "RAIL -BOLT" W/1/2" MIN. MIN. z WIRE LATH BLDG.APER OVER EXTERIOR HEADER PER NUT AND WASHER.1-tj2"3" GRADE PLYWOODBUILDING PAPSTRUCTURAL BALI.USTERS GUARDRA� SECTION 2X>_ P.T. SILL PLATE DRAWINGS NEWEL POST TO FRAMM 26 GA. G.I. 2X STUDS PER PLAN STUCCO OVER FOAM MIN 112" GYP. BOARD STUCCO SCREED TRIM WHERE OCCURS N 2-1 4" NOTE: 1-1 I2' ; ANCHOR BOLTS AS SEE ELEV. FOR "'" MOISTURE SQUARE / NEWEL POST MIN. » 2X STUB WALL REQ`D SEE STRUCTURAL SIZE BARRIER MIN. 3" SPACING TO BE 2-1/Z SQUARE MAX. 5 -9" O-C, TREAD - P.T. SILL PLATE GARAGE 1-1 2" DIA. G_ DOOR i . NEWEL ,POST $EGT#Q TR R Li SOFFIT FRAMING, PER HOLE J1. {2}-3j8" D[A. X 1 O ,. MIN. E a `l STRUCTURAL DRAWINGS ' » " 3j4" G$NCI12ETE FOUNDATION - 1,.., l RAIL -BOLTS Wjt j2 2x14 S INGER N o a - CONCRETE SLAB 4 q d OR STEM WALI LINE Of WALL NUT AND WASHER. , FINISH GRADE` rLBEYOND MIN. 5» (TORQUE NUT TIGHT _ •n 2 X WOOD ENOUGH TO BEND © TRIM TO BM./ " —I I (—) i ` (( ° FINISH GRADE 4' , 4,.< 4 _ BLK G. WASHER TIGHT AGAINST SQUARE , { i ° a d SURFACE. OF CYLINDER} a ,; a• `°. J MOULD AT STRINGER AT WALL �' SEALANT i t 1 YEN HANDRAIL ,DETAIL NTS: 18 HANDRAIL DETAILS NTS 14 EXTERIOR PLATER SCREED NTS EER AT GRACE NTS 6 GARAOE DOOR NEAR NTS 2 WINDOW FRAME SLOPE TO DRAIN -- 7/8" STUCCO} SYSTEM w .. - _ _ FRAMING AT WALL SEALANT FiANORAI. TO WAL 7 16" DtA. X 2-1/2" 2X STRINGER LONG LAG BOLTS W/ ( l J-MOULD MOISTURE 2. 2x Studs 0 16" o.c NEWEL -POST W/ BARRIER BUILDING PAPER STANDARD CUT WASHERS »RAIL -BOLT"- --- l 1 i # 3, Lop THROUGH DRYWALL TO PER STAIR MANUF. 1-COAT STUCCO SYSTEM 2 4, Lop &Spike w/(4}16d - BLK'G: PROVIDE METAL f ii I 5. 16D 0 8" ox. 2 x 4 St EEVES AT LAG BOLT CONT. DBL. 2x TOP 3/4" CDX 6. 2x BIW9. ATTACHMENT Wj SEALANT PLATES W/ 4x - BUILDING PAPER OVER 2 X FRAMED WALL AROUND SLEEVES AND � SEE PLAN FOR DIMENSION BLK'G: AT WgTERPft00F MEMBRANE LOPE 1 c - LAG BOLTS. POST LOCATION 4 to 2X1O BLK'G. W/6-16d (1)-H2.5 AT STRINGER --- NAILS ®EACH END. TO STUD AT EACH + - END OF NEWEL SHAPED FOAM TRIM > SHEAR WALL MAY OCCUR POST LOCATION. + + 3 Tu REFER TO STRUCTURAL4, 2X STUDS ® 16" O.C. w PAPER OVER BUILDING DRAWINGS (.1)-LSTA18 OR CS1faX18" +� 7j8" STUCCO FRAMING AT RIM AT EACH SIDE OF STUD S .TION , NEWEL POST W/"RAIL-BOLT" AT EACH SIDE OF 2 X FRAMING 6 4 FESSlpy PER STAIR MANUF. NEWEL POST LOCATIO MOISTURE BARRIER �© h � 4 -TOTAL) CONT. 4X SOLID RIM AT BEN OPPOING PARALLEL JST. COND. j I W/ A35F AT 24" O.C. STRAPSOVER OVER 1 2 X P.T. SILL TO PLTS. PLTS. IN OPPOSITE (; J-MOULD tRECTtONS „ � X . 0613fl cc N I if l CONY. 4X SOLID BLK'G.�AT D Jf N is N Q.36 7. n I PERPEND. JST. COND. 1j 2- A35F EA. END (t�) SEALANT * G1 aE 2-A35 EA END (. ) CONT. STUCCO 2 ! FIN, GRADE f SCREED - tt (3)-CONT. � - -�r"' ' Il! 1=! 11=11 C-I 1 l=i} 1-I i l I (1=i i 1=1 11=1 I (=1 I i l 1Tl�li` 2 X WOOD TRIM ? E CAL' It 2X PLTS. A a l Ifl-11f-1�:JII`}�f;,,l(h a GARAGE DOOR SEE. PLAN FOR SIZE \ Iiil 1� . . • is - _.-_.�._��_.----.._____-_.__._,.�_ _.,.-_.-�: _ __ ..._. _ _... -, - FLOOR DETAIL HANDRAIL DETAIL NTS WINDOW SILL NTS 1 NTS- 11 RAKE AT WALL FLASHNG NTS 7 GARAGE DOOR JAMB NTS 3 19 EXTERIOR PLATER ONE COAT STUCCO FOAM TRIM APPLIED 1-=.COAT STUCCO SYSTEM. M1 SYSTEM TO BROWN COAT W/ LATEX INSULATION MASTIC SEE ELEVATION HOLi?OWN FOR SIZE BLDG. PAPER 1 0 N _ a S 60 MIN. GR. `D' -•---- GYPSUM BOARD 2 PAPER CONT. a . BLDG. PAPER c 6 2 X STUDS 0 16' O.0 ra' VAPOR BARRIER HEADER x SHAPED FOAM �� FINISH COAT ADHERED MANUFACTURED - - - - BRICK OR STONE VENEER OVER MORTAR BED AND SCRATCH NOTE: Holdown Anchors SYNTHETIC STONE VENEER COAT. INSTALL PER U.B.C. / �f�/ must Be Tied in OVER HIGH ADHESIVE 1403A.5 AND MANUFACTURER'S G.I. FLASHING WOOD CASING ��f/ ( � \, `�� \ MORTAR OVER SCRATCH GOAT f 1 Place Prior To � Simp,Stab SPECS, WOOD DOOR 3 // fj� \\ Bolt. Foundation PAPER BACKED WOOD CASING FRAME `�'f\ 1/ Inspection, METAL LATH BUILDING PAPER OVER -1 EXTERIOR GRADE WOOD _ I Deepen Footing As Required To MORTAR JOINT „H Obtain Anchor, WEATHERSTRIPPitsG,s;„, Alternate Footing Embedment and .K : j,„:"`tn LAN DOOR Condition w/Heel Concrete Covet. X FURRING , w NTS 16 HOLDOWN w/ SSTB SOLI NTS 12 STUC 4� DOOR HEAD SIMPSON a NTS �29 D } .. , : NTS 4 0 z � t� SS> LO N o Cr LL Q -.� p Z W LU O 0 'ram!- L LU 0 z w _j Uj J W _ C/) Q C!) a o -J , O < n ." W Q 0 ¢ U) F- .L C,j < CY3 C!? DRAWN: DAVID CHECKED:DAVID DATE: 07-01-03 SCALE: ON PLAN SHEET 11 D- OF 13 REVISIONS B FIN. FLOOR SHEATHING VAPOR BARRIER yl ALL COMPONENTS AND .:ROOF CAP W/ FIREPLACE MANUFACTURER AND TREADS AND RISERS INSTALLATIONS SHALL PLYWOOD 9 WITH REQUIREMENTS BACKDRAFT DAMPER I.C.B.O. APPROVED FLUE TRIM MAY OCCUR -REFER TO SUBFLOOR COMPLY 1. ROOF SHT'G OF U. 1405 TERMINATION CAP -REFER TO EXTERIOR BLDG. PAPER WROUGHT IRON RAILING ROOF' LINE EXTERIOR ELEVATIONS FOR 2. EDGE NAILING STYLE OR STUCCO — — — — — — — — — .3. 2.6 . R.J.0 16 O.C. NOE-PIECE GALV. METAL G.I. Z-BAR FLASHING 2x FRAMING 4. 2X BLK'G W/ 16d's 6 6" O�C- CAP WITH STANDING COUA WOOD OVER SLOPING PLY 5, SIMPSON JOIST HANGER FOR CHIMNEY FLUE FLASHING INSULATION (HU26) REFER TO FIREPLACE SLOPING PLYWOOD 6. SHEAR PANEL PER PLAN MANUFACTURER SPECS. SADDLE zoo HOT MOPPED W/ TILE OVER 7� FULL HT. BLK'G W/ A35 @12" GYP. BD, C-4 X O.C. EXTERIOR FINISH OVER io-O'I -03 SHUR DECK (IC8O - ER5968) 8. CONTINUOUS 2X8 LEDGER, 2 BLDG. PAPER HEADER WHERE 2x STUDS PER PLAN 10" MIN. OCCURS 5 5; GYPSUM BOARD < ROUND VENT G.I. Z-BAR FLASHING (SEE PLAN) THRU ROOF KING STUD 26 GA: G.1 FLASHING WITH ROOF OVER DRIP EDGE 2x6 STUD WALL ROOF i-2x SOLD BLOCKING TRIMMER x SIDING OR. WOOD SIMPSON JOIST HANGER FLEXIBLE INTERIOR FINISH DOUBLE JOIST OR SHINGLES OVER BLDG. CONNECTION MATERIAL HEADER PAPER FROM DRYER 0.1. REVERSE I x WOOD TRIM 0 0 2 X DECK JOISTS, SLOPE MIN. TEE-WYE APPROVED HANGER 1/4"/FT, TO DRAIN SEALANT 2x BLOCKING C� G.I. CLEAN -OUT BOX cI, CONT. 20 LEDGER '�DRAFT STOP 0 ENTIRE WINDOW FRAME (D� W/ACCESS DOOR 31er MIN. PLYWOOD PERIMETER OF FLUE CHASE 2x12 BRINGER (MIN. 3) NOTE FLUE CHASE WHERE 2x4 WOOD TRIM I RIP DECK JOISTS TO SLOPE ADJACENT TO ATTIC DRAFT 1/4" l'- 0" FIRE STOP COLLAR STOP TO BE ON MATERIAL 5/8- TYPE Y 26 GA. G. 1. MIN. By FIREPLACE MANUFACTURER APPROVED BY THE U.B.C. DRIP FLASHING NTS 9 STRINGER AT HEADER NTS i DRYER VENT THRU ROOF NTS 13 CHIMNEY AT ROOF 5 RECESSED JAMB/HEAD. 17 21 LOW ROOF DETAIL DECK EDGE INSULATION TO OCCUR 7- AT EXTERIOR WALL ONLY FINISH FLOOR LTR A35 P4 SHEARWALL STUD WALL S cl + 5/e PLYWOOD ELASTOMERIC SHEET WHERE OCCURS A 24- TREADS AND RISERS WATERPROOFING O.C.0 2 8 16 c SILLPLATE NAILING C , 12- C 2x STUDS Ole O.C. EDGE NAIL BOUNDARY NAIL u T-4- I i WINDOW FRAME FLOOR S I HEATHING STUD WALL T 2x BLOCKING MIN. CLEARANCE 2 1 x TRIM BOARD SHEAR WALL SOLE PLATE NAILING —OF NON-COMBUSTIBLE *00 FLOOR JOISTS PER PLAN AS OCCURS 3 3 5 @ 4�-O" INTERVALS MATERIAL ABOVE w/ (3) 8d COMMON TOE BLOCKING AT 48, o.c. OPENING PER MFGS L 5/8" PLYWOOD SEALANT NAIL TO PLATE AND (2) 16d �I-JOIST I SPECS. io , z BOUNDARY NAIL AND (2) TREADS AND RISERS NAILS AT RIM. W SHORT END 14 SHORT NAILS TO PLATES VAPOR BARRIER X CONTI S z NUOUS RIM JST. /-�—FLOOR SHEATHING FIREPLACE BRACING MIN, C SHALL BE SIMPSON AR PARALLEL BOTTOM CHORD OF TRUSS WBI 26 STRAP OR HEADER ILL SEALANT T EDGE NAIL 2. SIMP. STC AT EACH CONNECT. LET -IN uj c\l (1) 10d T&B (MAX. 01 24" O.C.) L EDGE NAIL TO STUD WALL OR DROPPED —I-JOIST PER PLAN 3. IX OVER 2X PLATE OR (2) ELASTOMERIC SHEET F F-ISION-r- ----------- L[TIG P N ffm- E-1 - 24- O*C*, 8. O.0 ITT 1`1 5 OR LTP4 AT 0 4. 2X KG. @ 24" O.C. W/ (2) V-8" 32" O.C. U.N.O.(ALT. A35 ABV- 16dISLO EACH END. COMBUSTIBLE MATERIALS SILL BOARD < TOP PLTS�NAIL WQ6),8d JOIST SHALL BE IN ACCORDANCE uj z 5. 2X MEMBER W1 (2) 16d'S TO PLATE BEAM HANGER 8 6 (3) UPPER 2X TOPPLATE WHEN TRUSS FIREPLACE INSTALLATION ------ GYP� BD, BOT. CHORD IS CAMBERED WATERPROOFING LSL RIM w/ A3 AND CLEARANCE FROM NAILS TO F M G AND 2A2 SHEARWALL EDGE NAIL PLATES. USE 2* LONG NAILS AT BLKG. WITH MANUFACTURES FLUSH > O.C.INSTALLED BELOW To UPPER STRINGER `11 T 3: L WHERE OCCURSTP4 APPLIED OVER SHEATHING. 6: 2X8" BRACING PRINTED INSTALLATION =HJART INSULATION ui - __ Z AT !WE SPACING (ALT. A35 ABOVE TOP 9 2X TOP PLATE INSTRUCTIONS & I.C.B.O. x CONT. PLATE r)CZA Ant HANGER SHEATHING TOP PLATE 7 SHEATHING OR LTP4 OVER SHE A 7. (2) APPROVAL 2' SEALANT z 0 A35F AT 32* 0. LTR A35 OR LTP4 SPACING A 24' O.C. B c 16 O.C. 12 D.C. D 8 PLATES) NAIL vv/ k 8. (2) 16d S @. 12 O.C. NAILS AT JOIST AND PLATES. USE 2' SHEAR WALL ALT, CONDITION Ix TRIM BOARD 05 < _T7 LONG NAILS AT LTP4 APPUED OVER AS OCCURS STUD WALL OR DROP BEAM 9, TYP. EDGE NAILING PRE -FRB METAL 2x STUD CRIPPLE WALL 2x FRAMING AT LANDING 2x FRAMING 1 x SIDING OR WOOD Nt 0) 7- SHEA17HING. 10. 2X CEILING JOIST OR BOTTOM FIREPLACE - SEE SHINGLES 0/ BLDG, 0 TYPE "X" GYPSUM CHORD OF TRUSS. MGS PRINTED INSTALLATION 5/8 PAPER INSTRUCTIONS BOARD AT USABLE SPACE UNDER STAIR CLEARANCE PER FIREPLACE M.F.G. T 2 S 10 STRINGER AT LANDING ---T-S7114 FIREPLACE SECTION T RECESSED SILL FRAME TO NON -BEARING WALLS N SHA TNSFR PERPENDICULAR JOIST AT EXTERIOR WALL I -JOIST PARALLEL TO WALL AT EXT'R, -------- INSTALLATION PROCEDURE, INSTALL 18" WIDE 1$# SATURATED FELT TO, SIDES AND BOTTOM OF ROUGH OPENING. 2X FRAMING FESSI STUD WALL 2, APPLY CONTINUOUS CAULKING BEAD TO INTERIOR SIDE OF NAILING FIN ON NGO SHEARWALL WINDOW FRAME, CONTINUOUS ALL FOUR SIDES. FINISH FLOOR AS OCCURS 3. PLACE WINDOW FRAME IN ROUGH OPENING MAKING SURE OF PROPER FIT AND 5/8" PLYWOOD SOLE PLATE NAILING THAT CAULKING IS ADHERING. CAULKING AT HEAD TO ADHERE DIRECTLY ON TREADS AND RISERS _XP 06 30 BOUNDARY NAIL WOOD HEADER. CAULKING AT SIDES AND BOTTOM TO ADHERE DIRECTLY TO rn LOCK/JOIST 15# FELT. NO 36 7 2x PLATE K/ (1) 16d per EDGE NAIL�, (3) 1 Od PER B EN. TYP. + J51`� 1 (1) 16d per BLK, 2x PLATE re/ Ibd PARALLEL I -JOISTS AS 4. AFTER WINDOW IS SECURED. PLACE A CONTINUOUS BEAD OF CAULKING ON U.N.O. OCCURS; SEE PLAN (PI 9- /el- @ 16" oc. 4 (1) Ibd EXTERIOR SIDE OF NAILING FIN ON WINDOW FRAME. roo per J015T, SLOPE M?� 5. INSTALL le WIDE 15# SATURATED FELT TO HEAD, FIRST MAKING SURE THE FELT ?L r (3) 10d per BLOCK SOLID RIM JOIST IS FIRMLY SET IN THE CAULKING. 0 2x [3LKG w/ # (3) 16d/BLK 1-JOIST PER PLAN AT 6. INSTALL 19' WIDE 15# SATURATED FELT AT SIDES AND BOTTOM TO COMPLETE ------ PERPENDICULAR FRAMING THE SECOND LAYER MAKING SURE THAT THE FELT IS FIRMLY SET IN THECAULKING. 7. INSTALL FINAL CONTINUOUS BEAD OF CAULKING AT EHAD FOR INSTALLATION OF 2 X JSTS w/— SECOND LAYER OF 18" WIDE 15# SATURATED FELT AT HEAD, x DEG \I-jOIST BLKG 0 48*oc AT PARkIn 8. APPLY NECESSARY GALVANIZED SHEET METAL FLASHING, PLAT -ONE. ETC. (3) 2X 12 'U' HGR TO BEAM FRAMING CONDITION. STRINGER JL — — — — — — 3 COAT STUCCO S w NOTE . ALL CAULK TO BE "SIKAFLEX 1A" SYSTEM OVER BLDG. PAPER 7 T_ -JOIST Yi/ Ibd SINKERS I -JOIST k1 16d SINKERS EDGE NAIL TO ST-18 o 48'oc MAX DECK JOIST TO NOTE : THE ABOVE PROCEDURE IS FL,46E5 of I-JO15 @ V o( . to TOP PLATE, ]-JOIST BLOCKIN6 UPPER PLATE FLOOR JOIST OR BLOCKING SIMILAR FOR INSTALLATION OF PATIO z BL05 BELOW SHEAR 6" oc, to TOP PLATE, 2 X WOOD TRIM @ 46" o-, :9 4 -ENTIRE LENGTH OF NALL, SHEARWALL DOORS. PATIO DOORS SILL TO BE CONTINUOUSLY KALL.5 SHALL BE ENTIRE LENGTH OF WAIL, It A35F AT 32' D.C. INSTALLED BELOW CAULKED WITH 2!/4' NIPE MIN" U.N.O. ON PLANS U.N.O. ON "N5 AS OCCURS ALT. 12d COWON5 2x 5TLV5 9 16" oc. SHEATHING OR LTP4 OVER SHEATHING SIKAFLEX IA. WITH GENEROUS AMOUNTS ALT: 126 COMMONS A35 OR 4 AT SAME SPACING (ALT: A35 ABOVE TOP APPLIED AT ENDS TO DISCOURAGE SEALANT BEAM YKRE PLATES) NAIL W/ (6)8d JOIST HANGER WATER PENETRATION. 5/8' TYPE Y OCGIJf'S2x STUDS @ IV oc, TYP. LTR SPACING NAILS AT JOIST AND PLATES. USE 2- GYPSUM BOARD w A 24* D.C. LONG NAILS AT LTP4 APPLIED OVER 0(6— AT USEABLE SPACE 1 X WOOD SIDING/SHINGLE B 16 D.C. SHEATHING. UNDER STAIR OVER BLDG. PAPER 12 O.C. 8 O.C, STUD WALL 2x4 P.T. THRUST PLATE ANCHORED W/HOT PINS AT 24" 0,C. W/ 2"0 WASHERS 1w UL ui K JOIST TO FLOOR FRAMING :NTS 15 WINDOW FLASHING STRINGER GROUND FLOOR Nf�' 7 WOOD SIDING TO STUCCO NTS 3 uj 2_,�5 JOIST PARALLEL TO INT. WALL I Cj DEC W JOIST PERP. TO INT. WALL 26 GA. G.I. 0) EXTERIOR PLASTER FIREPLACE MANUFACTURER DRIP FLASHING Z < 0/ W. MESH AND I.C.B.O. APPROVED Ix WOOD W C) FLUE TERMINATION AND SIDING SHEAR WALL SPARK ARRESTOR rm 3/8' PLYWOOD SHEATHING SEE ELEV. FOR SHAPE VAPOR BARRIER J< WHERE REO'D z HOLD DOWN MSTA24 2x4 FRAMING PAINTED METAL CAP BLDG ER 0 < < % @16 O.C. a 16" O.C. 60 MINUTE 2x FRAMING UJ RAILING GRADE V PAPER 2x PLATE Yi Ibd 0 16" o, FLOOR BEAM PER PLAN INSULATION < 2x 51ID5 IV or. 1 (1) Ibd per JOIST A35-F @ 8" O.C. GRACE "ICE WATER SHIELD" FIRE RESISTANT GASKET 0 0 z EN. TYP. 2x BLOCKING 1/2- EXT I . GRADE PLYWOOD GYP. BD. 'Ila HEADER WHERE W EXTERIOR PLASTER OCCURS x W. 0/ WMESH 'S DRAWN. DAVID HEADER 3-COAT STUCCO KING STUD WHERE REQ'D " SYSTEM 0/ FOAM TRIM SEE ELEVATION FTRIMMER I-JO15T Y4/ Ibd SINKERS NOTE CHECKE: 3/8PLYWOOD FOR PROFILE ®6" or, to TOP PLATE3-COAT STUCCO SSTEM , SHEATHING LUE DAViD ENTIRE LENGTH OF KALL, PLYM. SPLICE 4 STRONGWALL WHERE REQ*D i-YMOULD U.N.O. ON PLANS CHANGE of 5HT'6. PER PLAN BUILDING PAPER DATE: 07-01.03 ALT: 12d COWON5 DIRECTION to OCaR —SIMPSON JOIST .HANGER 5MIN60 MIN, GRADE SEALANT at �, of JOIST, OPENING V PAPER • WINDOW FRAME SCALE: ON PLAN U' I -JOIST W/ SIMPSON 'I HANG 20 FRAMER, TYP. U.N.O. ING FRAMING STUCCO O/FOAM 0 16" O.C. TRIM WHERE SHEET 12 OCCURS Ae D-3 uj SHEAR WALL CONN. TO S.W. BELOW A co FIREPLACE SHOULDER 12 HIM N REC ED JAB, HEAD �NTS 4 2o mom TYP. CHANGE OF JOIST DIRECTION 24 TYP. FLUSH BEAM DETAIL REVISIONS B'f CERTIFICATE OF COMPLIANCE:RESIDENTIAL Page 2 CF-1R _ _ _ _ _ CERTIFI...As.., O.. COMF�.,�.ANCE. RESIDENTIAL Page 1. CF-1R CERTIFICATE OF COMPLIANCE: .RESIDENTIAL Page 3 �..r 1R �, T �,: g CERTIFICATE OF COMPLIANCE, RESIDENTIAL Page 4 CF-1R Project Title......;:.. RESIDENCE OF THOAI TANG_ Date !j / 3 ____________________________________________�.�_�=T" Project Title.......;... RESIDENCE OF THOAI TAN _ ;2 4 Project itle,......... RESIDENCE OF THOAI TANG Date_.10/22J03 21.32.57 � G Date..l0,�zj0.� 2.�.31.57 Project Title......,....." RESIDENCE OF THOAI TANG Date..10 22 03 21:31»57 MICROPAS6 v6 . 01 File-TANGTHOA W` h=CTZO 2 Pro ram -FORM F-1R Project Address - *******/ / I n 8S9 g C �. s ....;.: 324 328 S. EUCLID STREET -------_---_-- _________ I User#-MP0820 User-D & N Associates Run -RESIDENCE, OF THOAI TIC -LTG i SANTA ANA 92714 *v6.01* 3 _ MICROPAS6�v6.01 File-TANGTHOA Wth-CTZ08S92 Program -FORM: CF-1R ,,. r __ r_ T -_ _ j MICROPAS6 v6.01 rile-TANGTHOA Wtn-CTZ08S92 Program -FORM CF-1R ----------------------------- -------__------------------------------ ------ Documentation Autnar... LAM NGUYEN ******* Buildin Permit # � user„ MP0820 Use. D & N Associates Run RESIDENCE OF WHOA! TANG � g--------- ------------_ User#-MP0820 User-D & N Associates Run -RESIDENCE OF THOAI TANG D& N Associates --------- ---------------- ______-_------- ----= THERMAL AMASS 12277 Baja Panorama Plan Check / Date ------- --- Santa Ana, CA 92705 HERS REQUIRED VERIFICATION COMPLIANCE STATEMENT -_---_ Area Thickness 714-538-3828' Field Check/ Date -------------------- Type Exposed (sf) (in) Location/Comments Climate Zane::......... 08 --- ---------------- **� Items in this section require field testing and/or *** Y - This certificate of compliance gists the building features and performance *** verification by.a certified dome energy rater under *** -. Compliance Method. MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. specifications needed to comply w i - ** P p y with T tle 24, Pa is 1 and 6 of the Slat�OnGrade No 694 3.5 Covered._____________________________'__=__.�_�_===_____=====i=-==------- uh�. super -vision of a CEC-approved HERS .provider usin *** 'California , interiorEarz Yes 900 1 T '' MICROPAS6 �^ *** CEC approved testing and/or verification g�;, a... Code of Regulations, and the administrative regulations to .0 DINING LIVING FAMILY S6 v6.01 File-TANGTHOA Wth-CTZ08S92 Program -FORM CF'-1R PP 9 /� cation methods.and implement them. This certificate has been signed b the individual r *x* must be reported on the Cr-6R. installation certificate. * * g Y d zdual with Use_#-MP0820��User-D�&�N_Associates Run -RESIDENCE OF THOAI TANG p overall design responsibility. When this certificate of compliance is 4V,AC SYSTEMS --- - -- -------------------------------------------- submitted for a single building This building incorporates Tested Duct Leakage. Target CFM leaka e g d g plan to be built �n multiple orientations, ----------- _ g g g any shading feature that is varied is indicated in the Special Features Refrigerant Tested ACCA GENERAL INFORMATION values measured at 25 pascals are shown in DUCT TESTING DETAILS above ModelingAssumptions Ecru.zpment Minimum Charge and Duct Duct Duct Manual Thermostat ------------------- or maybe calculated as documented on the CF-ox. Ithe measured CFM section f Type Efficiency Airflow Location R-value Leakage D Type Conditioned Flexor Area... 2704 sf is.above the target, then corrective action :rust be taken to reduce __ __ __ ___ __ DESIGNER or OWNER DOCUMENTATION AUTHOR _-______ Building Type,......:.. Sin le Famil Detached the duct leakage and then must be retested. Alternatively, the Furnace �_ ___ -0.7-0 AFUE_ -- --�-----------_�--- -- -- - ------ g �' m Hancecalculations,,. u ace 8 n/a Attic R -.2 Yes No .. New cop could_be redone without duct testing. Setback Construction Type _... '- - r Name.... THOAI TA2�G Name..... LAM NGUYEN ACSpiitRCA 10.00 SEER Yes Attic R-4.2 Yes No Setback. Building Front Orientation. Front Facing 90 deg {E) If duc,..s are not installed, then HERS verification is not necessary Company. Number of Dwelling Units..: 1 for Tested"Duuct Leakage: Company. D & N Associates .DUCT TESTING DETAILS Number of Stories.::....... 2 Address. 4906 W. FIRST STREET Address. ess. 12277 Baja Panorama SANTA AMA" 210-2880 - Ct, Santa Ana, CA 92705 This bu lding incorporates either Tested Refrigerant �.tarse and Airflow ;RCAF Phone_.. 7 d Floor Construction Type... Slam On Grade1_ 210 2880 Phone... 714-538-3828 Duct Measured Supply Glazing Percentage......... 18.3 a of floor area or a Thermostatic Expansion Valve (TXV} on the specified air conditioning License Leakage Target Duct Surface Area Average Glazing U-factor... 0.87 Btu/hr-sf-F system(s)'. if a cooling system is not installed, then HERS verification Equipment Type 0 fan CFM/CFM25) (ft2) Average Glazing SHGC....... 0.7 is not necessary for the RCA or TXV. Signed.. Signed.. ` I 22'� " Average Ceiling Height:.. _ . 8.9 ft ) Furnace j ACSp1itRCA 6% j 113.6 n/a REMARKS C�ate{date} BUILDING SHELL INSULATION _ _ _ _ _ _ _ EFORCEMENT AGENCY WATER HEATING SYSTEMS ----------------- -------- ------- ---------- - Component Frame Cavity Sheathing Total Assembly Name.. Number Tank External Type Type R-value R-value R-value U-factor Location/Comments Title.:. in Energ Size Insulation ----------- -z --- ------ - ------------------- �3gency ; ________________________ Tank Type Heater Type Distribution Type System Factor {gal} R-value Wall Wood R-13 R-0 R-13 0.088 EAST, SOUTH, WEST NORTH Phorte .. Storage Gas Standard 1 0.58 50 R n/a Floor Wood R-19 R-0 R-19 0.037 RAISED FLOOR Roof Wood R-30 R-0 R-30 0.035 Attic Signed.: SPECIAL FEATURES AND MODELINGASSUMPTIONSSlabEdge None R�O R-0 F2=0.760 To Outside {date} *** items in this section should be documented on the plans, *** FENESTRATION *** installed to manufacturer and CEC specifications, and *** ------------ verified during plan check and field inspection: _** Over Area U_ Interior Exterior hang/ This building incorporates non-standard Fenestration Shading. Orientation (sf) Factor SHGC Shading Shading Fins ----------------------------- ----- This building incorporates a High Mass Design: Window Front (E) 76.0 0.870 0.700 Standard Woven Norte Window Left (S) 90.0 0.870 0.700 Standard Woven None This building incorporates Tested Duct Leakage. Window Back ,W} 190.0 0.870 0.700 Standard Woven None Window Right (N) 140.0 0.870 0 700 Standard Woven None _ This building incorporates either Tested Refrigerant Charge and Airflow (RCA) or a Thermostatic Expansion halve (TX%7)"on the Specified air conditioning system ( s MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 6 MF-1R MANDATORY MEASURES CHECKLIST: RESIDENTIAL MANDATORY :MEASURES CHECKLIST: RESIDENTIAL Page 5 MF-1R __,_a_____-_�____ Page 7 MF-1R g .Project Title:....:.:... RESIDENCE OF THOAI TANG Dat . Pro.e e 10/22/03 21:31:57 3 ct Title........;.. RESIDENCE OF THOAI TANG Date.:lOJ22/03 21:31:57 Project Title.......... RESIDENCE OF THOAI TANG Date..10j22/03 21.31:57________________________�_-�e_______ Project fiddress.. 324 -328 S. EUCLID STREET*****;* - ---- ---- ----- _ --------�---�________ - MICROPAS6' v6.01 File-TANGTHOA-Wth-CTZ08S92M�Program.-FORM MF-1R P MICROPAS6 v6.01 File-TANGTHOA Wth-CTZ08S --F - SANIA ANA 92714 *v6:O1*N ; User#-MP0820 User-D.& N Associates Run -RESIDENCE OF THOAI TAN User"-Mp r- 92 Program-rORM�MF-1R-- Documentation.Author LAM NGUYEN ******* Building Permit # ___ __ ______ ___-_ G �# 0820 User-D & N Associates Run -RESIDENCE OF THOAI TANG~y g - - -- ---------------------------------__--_ -_ ____ _ _ _________ - _ - __ --_- - ---- -- -- -------------------------------- D & N Associates b. Outside air intake with damper and control resistance heating and no pilot light. g 12nt Baja Panorama Plan Check f Date C. Flue damper and control 2. System is installed with: Santa Ana, CA 92705 2. No continuous burning gas pilots allowed: a. At least 36 inches of pipe between filter and heater _ 714-538-3828 Field Check) Date for future. solar heating. SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEMb Cover Climate Zane........... 0$-------------- ------ - Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by.Enercomp, Inc. MEASURES a er for outdoor gaols or outdoor spas -----------------------------------------------------------�- 3. Pool system has directional inlets and a i ------------- --------_--______ --_- - ____ __ _-_- _-------- ____-_-_-__ c rculation -MICROPAS6 -v6.01y-File-TANGTHOA Wth-CTZ08S92� Program -FORM ^MF-1R Design- Enforce- pump time switch_ r I er ment 115: Gas -fired central furnaces, pool heaters, spa heaters or Use #-MFQ820 Ise--D & N A000ciateg Rug?-RESWENQE QF THOAI TANG { 110-113: HVAC equipment, water heaters, showerheads and. household cookingappliances have no continuously burning --------------------- _________�-_-- -____ ______ ______----____-_ _-_____ ____ faucets certified by the Commission. pilot light {Exception: Non -electrical cooking appliances liances 150(h): Heating and/or cooling loads calculated in accordance with pilot < 150 Btu/hr). Note; Lawrise residential buildings subject to the Standards must contain these with ASHRAE.,, SMACNA or_ACCA:'... regardless ar .the compliance approach used. Items marked- with an 150(i.): Setback thermostat on all applicable heating measures g A PP pp g and/or _ LIGHTING MEASURES asterisk (*) maybe superseded by more stringent compliance requirements listed cooling systems. -----_-------_--- on the Certificate of Compliance: When this checklist'is incorporated into the 150(j): Pipe and Tank insulation permit documents, the features noted shall be considered b all Design- Enforce- " P y parties as 1. Storage gas water heaters rated with an Energy Factor minimum component performance specifications for the mandatary measures whether er ment less than 0.58 must be externally wrapped with insulation 150(k)l Luminaires for general lighting in kitchens g g shall they are shown elsewhere in the documents or an this checklist only, having an installed thermal resistance of R-12 or greater_ have lamps -.with an efficacy of 40 lumens/watt or neater FES g pRo toNq 2. First 5 feet of BUILDING ENVELOPE MEASURES pipes closest to water heater tank, non- for general lighting in kitchens. This general lighting p I.NG t - recirculating systems, insulated (R-4 or greater). shall be controlled by a switch on a readily accessible - " ` -`_-_ _�_-- -' _-- 3. Back-up.tanks for solar system, unfired storage tanks, or lighting control Cl) g panel at an entrance to the kitchen. �� Design- Enforce- other indirect hot water tanks have R-12 external 150(k)2: Rooms with a shower or bathtub must have either at least one luminaire with lamps with an efficac er ment insulation or R-16 Combined internal/external insulation. Y of 40 *150(a): Minimum R-19 ceiling insulation. x' 4. All buried or exposed piping insulated in recirculating lumens/watt or greater switched at r g the entrance totheN0.359 150(b): Loose fill insulation manufacturer's labeled R-Value. sections of hot water system: room -or one of the alternatives to this requirement *150(c): Minimum R-13 wall insulation in mood framed walls or 5. Cooling system piping below 55. degrees insulated: allowed in S 1 * / Sec. 50 {k) 2. ; and recessed ceiling fixtures equivalent U-factor in metal frame walls (does not apply 6. Piping insulated between heating source and indirect / - 2 3- e? are IC {insulation cover) approved_ to exterior mass walls): hot water tank. 150 {d} Minimum R-.13 raised floor insulation in framed floors: *150 (m) : Ducts and .Fans �Of OAO�t� 150{1}: Slab edge insulation - water absorption rate no greater 1. All ducts and plenums installed, sealed and in - than 0..3 water vapor transmission rate no greater than 2.0. sulated, to meet the requirements of the 1998 CMC sectons perm/inch. 601, 603, and 604, and standard 6-3; ducts insulated to a 118: Insulation specified or installed meets insulation quality minimum installed level of R-4.2 or enclosed entirely standards. Indicate type and form. in conditioned space. Openings shall be sealed 116-17: Fenestration Products, Exterior Doors and Infiltration/ with mastic, tape, aerosol sealant, 'or other duct -closure Exfiltrat_on:Controls system that meets the applicable requirements of UL181, 1. Doors and windows between conditioned and unconditioned ULi8lA, or UL181B: If mastic or tape is used to seal openings spaces designed to limit air leakage. greater than 1/4 inch, the combination of mastic and either mesh 2. ro Fenestration p ducts (except field fabricated) have or tape small be used.. Building cavities shall not be used for label with certified U-factor, certified Solar heat Gain. conveying conditioned air. Joints and seams of duct systems and Coefficient (SHGC), and infiltration certification. their components shall not be sealed with cloth back rubber 3. Exterior doors and windows weatherstripped; all joints addhesive duct tapes unless such tape is used in combination with and penetrations caulked and sealed. X mastic and drawbands. 150(g): Vapor barriers mandatory in Climate Zones 14 and 16 2. Exhaust fan systems have backdraft or automatic dampers. only. 3. Gravity ventilating systems serving conditioned space have w _ Z50(f) Special infiltration barrier "installed to comply .with either automatic or readily accessible, manually. Sec. 151 meets Commission.quality standards. operated dampers. 150(e): installation. of Fireplaces, .Decorative Gas Appliances 114 Pool and Spa Heating Systems and Equipment and Gas Logs 1. Svstem is certified with'78s thermal efficiency, on -off 1Masonry and factory -built fireplaces have: switch, weatherproof operating instructions, no electric a. Closeable metal or glass doom R ED C 1@0 IV El I D OCT 2 4 2003 City of Santa Ana U Z F' Z UJ Co 0 CO � LL UQ" LL, Q Q N �- � a �- 0 Z Q W ._ n LIJ 0 CrLIJ -...� UJ UJ cc LL. U) It W _J {3'1 Z Q W 0 -5 a- U) < Z M Q 0 -rN< t DRAWN: T t� CHECKED: TT ` DATE: 10-23-03 SCALE: ON FLAN SHEET T� OF _ `)