Loading...
HomeMy WebLinkAbout10147349.pdfSHEET SCHEDULE 110611111411 i ri 1014 S. VIRLEE ST. SANTA ANA , CAm 92704 MATEO CORTIIEZ 1014 VIRLEE SANTA ANA, CA. 92704 714m. 839=1986 OCCUPANCY TYPE; R-3/U-1 CONSTRUCTION TYPE: V N CALIFORNIA BUILDING CODE: 2001 EDITION • •iiE: 2001 EDITION CALIFORNIA PLUMBING CODEi 00_ EDITION *10 CALIFORNIA ELECTRIC DE: 200 EDITION THE IMPLEMENTATION OF THESE PLANS REQUIRE A CONTRACTOR AND / OR SUBCONTRACTOR THOROUGHLY KNOWLEDGEABLE WITH THE APPLICABLE BUILDING CODES AND METHODS OF CONSTRUCTION SPECIFIC TO THIS PRODUCT TYPE AND TYPE OF CONSTRUCTION. WHEN AN AREA IS FOUND TO BE UNRESOLVED OR IN CONTRADICTION, RAUL CASTRO AT DESIGN CONCEPTS SHALL BE CONTACTED PRIOR TO COMMENCEMENT OF WORK. U a ry Ld U N W I-- 0 U 0 W Q N J Q U Q z/ F_ Q IL 75 n N N U7 W H 0 J n rf � ABV. ABOVE 1=76. FOOTING P.L. PROPERTY LINE A/C AIR CONDITIONER F.A.U. FORCED AIR UNIT W. RADIUS ALT. ALTERNATE FR. FRENCH REF. REFRIGERATOR BA. BATH 61. GALVANIZED R/5 RE -SAWN BM. BEAM GAR. GARAGE REV. REVERSE BLA BELOW 612.0. GARAGE DOOR OPENER R06. RIDGE BD. BOARD 6.D. GARBAGE DISPOSAL R. RISER CAB. CABINET 6L. GLASS RM. ROOM 65MT. CASEMENT CAD. GRADE SECT. SECTIONAL GL6. CEILING G.F.I. GROUND FAULT INTERRUPT SEC. SECURITY CENTER LINE GYP. GYPSUM 5 $ P SHELF AND POLE GER. CERAMIC #CDR. HEADER 51401. SHELVES GLR. CLEAR HT. HEIGHT SIM. SIMILAR CONC. CONCRETE N.G. HOLLOW CORE 5.I-I. SINGLE HUNG DET5. DETAILS LAM. LAMINATED 5L. SLIDING PIA. DIAMETER LAUN. LAUNDRY 5.0. SOLID CORE VA. DISHWASHER LAV. LAVATIORY 50. SQUARE DR. DOOR M. MASTER TEMP. TEMPERED 0.6. DOUBLE GLAZED M.C. MEDICINE CABINET T. TREAD 05. DOWNSPOUT M. METAL TYP. TYPICAL EA. EACH MIN. MINIMUM U.N.O. UNLESS NOTED OTHERWISE ELEV. ELEVATION N.T.5. NOT TO SCALE V. VALLEY EQ. EQUAL O.C. ON CENTER V.P. VAPOR PROOF EXH. EXHAUST OPN6. OPENING VOL. VOLUME EXT. EXTERIOR OPT. OPTION W.I.G. WALK IN CLOSET FIN. FINISH 0/ OVER A.H. WATER HEATER F.6. FIXED GLASS PR. PAIR W.P. WEATHER PROOF FLR. FLOOR PAN. PANTRY ADA. WINDOW F.J. FLOOR JOIST PLT. PLATE Yv WITH F.M.G. FLOOR MATERIAL CHANGE PLYAD. PLYWOOD AD. WOOD FLUOR. FLUORESCENT PDR. POWDER A.I. WROUGHT IRON BUILDING SECTION REFERENCE A SECTION NUMBER 1.4 SHEET NUMBER DETAIL REFERENCE 4 DETAIL NUMBER i7I SHEET NUMBER i rt F— 3❑ KEYNOTE NUMBER REVISION DELTA �2 REVISION NUMBER DESIGNER RAUL CASTRO/ DESIGN CONCEPTS 8931 E. KEYWEST ST. SAN GABRIEL , CA. 91776 626: 286-2380/ 9491 752-1177 REP: RAUL CASTRO MAX J. NTERREY 1857 W. .� HILLIPS DR. • • • 91766 .♦ # s 9091 #• TITLE 24 BLVD..',ERFECT DESIGN & ENGINEERING, INC. 2416 W. VALLEY ALHAMBRA, CA. ;, . :;• REP: RAYMOND M. • ARCHITECTURAL SCHEDULE GENERAL T5 TITLE SHEET GNI GENERAL NOTES 6142 GENERAL NOTES 6N5 6ENERAL NOTES T-24 TITLE 24 PLAN A.1 51TE PLAN A.2 EXI5TIN6 FLOOR PLAN A.3 REMODELED FLOOR PLAN A.4 UTILITY ELECTRICAL PLAN A.5 FOUNDATION PLAN Ah FRAMIN6 PLAN A•1 ROOF PLAN A.S SECTIONS AA EXTERIOR ELEVATIONS DETAILS DI DETAILS 02 DETAILS 5N-I STRUCTURAL NOTES 5N-2 51RUCTURAL NOTES 19 TOTAL ARCHITECTURAL SHEETS S ij, N F. j � J"-% 1( U 0� w z 0 t1% u� M� NO. DATE RE VISIOP 0 0 0 0 0 PROJECT i JOB NUMBER • • SHEET TITLE L0 0 0 vi Ld z w 0 N F- 0 0 0 LLJ tt co d- Q v {c a DIV16ION I - (continaed) DIV16ION 4 s (connived ) J'Tfq1GiTLWA.. CWI? " NCB PKAMNc5 AMP N= MEASUREMENTS: VERIFY ALL DIMENSIONS SHOWN ON DRAWIN65 BY * TA E � 0`� 2 O A"TWnX INCLUDEDFOUNDATIONS: INSTALL AS THESE DRAWING5 AND AS TAKINGS FIELD MEASUREMENTS. PROPER FiT AND ATTACHMENT OF ALL • MC+H AM APZMTWTM& MENDED BY THE FINAL SOILS REPORT, BLOCK MA50NRY 15 REQUIRED. M1100 A. LOCATION OF CONSTRUCTION OR POUR JOINT5 MUST BE APPROVED GROUTS: MIX ONE PART PORTLAND CEMENT, 1/10 HYDRATED LIME, BY THE STRUCTURAL ENGINEER. NOT MORE THAN THREE PARTS SAND AND NOT MORE THAN TWO PARTS 3/8 inch MAXIMUM SIZE PEA GRAVEL BY VOLUME, AND SHALL HAVE DIVISION 1 GENERAL REQUIREMENTS B. PIPES OR DUCT5 EXCEEDING ONE THIRD THE SLAB OR WALL A MINIMUM COMPRESSIVE STRENGTH OF 2000 P51 AT 25 DAYS OF AGE, A66RE6ATE5 THICKNE55 SHALL NOT BE PLACED IN STRUCTURAL CONCRETE PER A5TM G404-61. UNLE55 SPECIFICALLY DETAILED. SEE MECHANICAL AND/OR MORTAR - MIX: TYPE M OR 5 A5TM CI61-44T AND C270-51T SECTION I - ARGHITEGT�5 5TATU51 ELECTRICAL DRAWIN655 FOR LOCATION OF SLEEVES, ACCESSORIES, GON515TiN6 OF ONE PART PORTLAND CEMENT, 1/10 HYDRATED LIME, ETC, NOT MORE THAN THREE PARTS SAND, ALL BY VOLUME. TYPE M THE ARCHITECT DOES NOT GUARANTEE THE CONTRACTOR'S MORTAR SHALL HAVE A MINIMUM COMPRESSIVE 5TRENGTH OF 2500 P51 PERFORMANCE, AND NO PROVISIONS OF THE CONTRACT DOCUMENTS C. PIPES MAY PA55 THROUGH STRUCTURAL CONCRETE iN SLEEVES, AND OR, TYPE 5 1500 P51 AT 25 DAYS OF AGE. NO FIRE GLAY SHALL RELIEVE THE CONTRACTOR FROM ANY LIABILITY DUE TO BUT SHALL NOT BE EMBEDED THEREIN, i.MITTED IN MORTAR USED FOR STRUCTURAL UNITS. NEGLIGENCE, iN(OMFETENCE OR ERRORS OF OM155ION OR COMMIS51ON MATERIALS FOR MORTARS SHALL BE MEASURED BY VOLUME, SAND AND OF THE CONTRACTOR. D. PROVIDE 3/4 inch CHAMFER5 AT ALL EXPOSED CORNERS. CEMENT MIXED DRY, LIME ADDED; AND THEN WATER ADDED TO BRING TO THE PROPER CONSISTENCY FOR USE. NO MORTARS THAT HAVE THE DRAWIN65 AND SPECIFICATIONS REPRESENT THE FIN15HED E, REFER TO THE ARCHITECTURAL DRAWING5 FOR MOLDS, GROOVES, STOOD FOR MORE THAN ONE HOUR SHALT. BE USED. NO RETEMPERING STRUCTURE. THE DESIGN ADEQUACY AND SAFETY OF ERECTION ORNAMENTS, GLIP5 OR 6ROUN05 REQUIRED TO BE CAST IN OF MORTAR ALLOWED FOR STRUCTURAL MASONRY. BRACING, 5HORIN6, TEMPORARY SUPPORTS, ETC., 15 THE 50LE CONCRETE AND FOR LOCATIONS OF FLOOR FINISHES AND SLAB RESPONSIBILITY OF THE CONTRACTOR AND HAS NOT BEEN CONSIDERED DEPRESSIONS, CONSTRUCTION (6ENERAL): BY THE STRUCTURAL ENGINEER. THE CONTRACTOR 15 RESPONSIBLE FOR THE 5TABIL17Y OF THE STRUCTURE PRIOR TO THE APPLICATION A .GENERAL: WALL5 SHALL BE 5TRAI6HT, PLUMB, AND TRUE, WITH OF ALL SHEAR WALL5, ROOF AND FLOOR DIAPHRAM5 AND FIN15H ALL COURSES TRUE TO LINE AND LEVEL, BUILT TO DIMEN5IONS MATERIALS. HE SHALL PROVIDE THE NECESSARY BRACING TO DIVISION 2 SITEWORK: 5HOWN. CELLS SHALL BE FILLED SOLID WITH GROUT A5 PROVIDE STABILITY PRIOR TO THE APPLICATION OF THE INDICATED. BLOCKS SHALL BE LAID UP WITH WATERPROOF TYPE AFOREMENTIONED MATERIALS. SECTION 2-A EARTHWORK: M OR 5 MORTAR. GLEAN UNITS BEFORE PLACING. USE MA50NRY SAW FOR CUTTING. OBSERVATION VISITS TO THE JOB 51TE BY THE ARCHITECT/ENGINEER DO NOT INCLUDE INSPECTION OF CONSTRUCTION PROCEDURES. THE A. PERFORM ALL WORK IN TH15 SECTION IN CONFORMANCE WITH THE B .ALIGNMENT OF VERTICAL CELLS: MA50NRY SHALL BE BUILT TO CONTRACTOR 15 SOLELY RESPONSIBLE FOR ALL CONSTRUCTION FINAL SOILS COMPACTION, GEOLOGICAL REPORTS AND APPROVED PRESERVE THE UNOBSTRUCTED VERTICAL CONTINUITY OF THE METH005 AND FOR SAFETY CONDITIONS AT THE AORK51TE. THESE ENGINEERED GRADING PLAN AS ACCEPTED BY THE BUILDING CELLS. THE VERTICAL ALIGNMENT SHALL BE SUFFICIENT TO VISITS SHALL NOT BE CONSTRUED AS CONTINUOUS AND DETAILED DEPARTMENT. MAINTAIN A CLEAR, UNOBSTRUCTED VERTICAL OPENING NOT LESS INSPECTIONS. THAN 2 inch X 3 inch LAY UNITS GLEAN AND DRY, B. ALL FOOTIN65 SHALL REST ON FIRM NATURAL SOIL OR APPROVED . SECTION 1-5 GORES: COMPACTED FILL, (REFER TO SOILS REPORT) G .OLFANOUTS. CLEANOUT OPENING SHALL BE PROVIDED AT THE BOTTOMS OF ALL CELLS TO BE FILLED AT EACH LIFT OR POUR OF ALL CODES HAVING JURISDICTION SHALL BE OBSERVED 5TRIGTLY IN G. EXCAVATIONS FOR FOOTING5 SHALL BE MADE TO THE WIDTH, GROUT, WHEN SUCH LiFT OR POUR OF GROUT 15 IN EXCESS OF 4'- THE CONSTRUCTION OF THE PROJECT INCLUDING ALL APPLICABLE , LENGTHAND DEPTH REQUIRED. FINISH WITH LEVEL BOTTOMS. 0" iN HEIGHT. CLEANOUT5 SHALL BE SEALED AFTER INSPECTION STATE, CITY AND COUNTY BUILDING, ZONING, ELECTRICAL, AND BEFORE GROUTING. MECHANICAL, PLUMBING AND FIRE CODES. CONTRACTOR SHALL D. EXCAVATIONS SHALL BE KEPT FREE OF STANDING WATER. VERIFY ALL GORE REQUIREMENT5 BEFORE THE COMMENCEMENT OF D .GROUT 50LID ALL CELLS WHIGH CONTAIN REBAR, BOLTS, ETC. CONSTRUCTION AND BRING ANY D15GREPANVE5 BETWEEN CODE E. WHERE EXCAVATIONS ARE MADE TO DEPTH GREATER THAN GROUT SOLID ALL CELLS BELOW GRADE. ALL REINFORCEMENTS REQUIREMENTS AND THE CONSTRUCTION DOCUMENTS TO THE ATTENTION INDICATED, SUCH ADDITIONAL DEPTH SHALL BE FILLED WITH SHALL HAVE A MINIMUM GROUT COVERAGE OF inch ALL OF THE ARCHITECT. A PARTIAL LIST OF APPLICABLE GORES I5 CONCRETE AS SPECIFIED FOR FOOTiNG5. . BRICK SHALL HAVE A MINIMUM OF 2 inch GROUT SPACE. LISTED ON THE COVER SHEET. SECTION 2-A 6RADIN6: E .NONEXPAN5IVE FILL SHALL BE USED IN BA( KFILLING BEHIND SECTION I-G ERRORS AND OMISSIONS: WALLS. ALL WALL5 SHALL BE ADEQUATELY SHORED DURING THE A. SEE CIVIL ENGINEERING DRAWIN675 AND NOTES. BAGKFILL OPERATION, ERRORS AND OMISSIONS WHICH OCCUR IN CONTRACT DOCUMENTS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT IN WRITING AND B. FINISH GSHALL BE GR RADE SURROUNDING UNITS 5HAADED TO DIRECT F .WHEN ABSOLUTELY NECESSARY FOR CONSTRUCTION PURPOSES TO WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING SURFACE RUN OFF AWAY FROM FOUNDATIONS FOR A MINIMUM STOP OFF LONGITUDINAL RUNS OF MASONRY, STOP OFF ONLY BY WiTH THE WORK. THE CONTRACTOR SHALL BE HELD RESPONSIBLE OR DISTANCE OF 5 FEET, SLOPED AT (2%), TOWARDS A WATER RACKING BACK ONE HALF UNIT LENGTH IN EACH COURSE. THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OM155IONS OF P15POSAL AREA OR SUBDRAIN SYSTEM APPROVED BY THE CIVIL TOOTHING SHALL NOT BE PERMITTED. WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE AND SOILS ENGINEER5. CONSTRUCTION AND/OR FABRICATION OF THE WORK. G SHALL COMPLY WITH U.B.C. CHAPTER 21. DIVISION 3 - CONCRETE •MASONRY SECTION 1-0 .JOB CONDITIONS: H .MASONRY VENEER SHALL COMPLY WITH U.B.C. CHAPTER 14, THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS 6ENERAL: i .REINFORCING SHALL BE ACCURATELY PLACED, AND HELD IN AND JOB CONDITIONS AT THE JOB SITE SUFFICIENTLY IN ADVANCE P051TION TOP AND BOTTOM. OF WORK TO BE PERFORMED TO ASSURE THE ORDERLY PROGRESS OF A. REFER TO STRUCTURAL DRAWING5 BY OTHERS FOR CONCRETE THE WORK. THE ARCHITECT OR ENGINEER SHALL BE NOTIFIED OF SPECIFICATIONS NOTES, DETAILS AND EMBEDMENTS TO BE USED MA50NRY VENEER: PROVIDE ONE INCH MORTAR BETWEEN MA50NRY ANY DISCREPANCY. ON TH15 PROJECT FOR STRUCTURAL 5LA55 AND FOOTIN65. VENEER AND "AQUA LATH" AS MANUFACTURED BY TREE 15LAND STEEL IGBO NO. 1254 AND CITY OF LOS ANGELES N0. 22154 OR EQUAL. NOTED DIMENSIONS TAKE PRE( EDENGE OVER SCALE. EACH B. IT SHALL BE THE RESPONSIBILITY OF THE SUBCONTRACTOR TO CONTRACTOR OR SUBCONTRACTOR SHALL REPORT TO PROJECT LOCATE ALL EXISTING UTILITIES WHETHER 5HOWN HEREON OR SUPERINTENDENT ALL CONDITIONS WHIGH PREVENT THE PROPER NOT AND TO PROTECT THEM FROM DAMAGE. THE SUBCONTRACTOR EXECUTION OF THEIR WORK. SHALL BEAR ALL EXPENSE OF REPAIR OR REPLACEMENT IN DIVISION 5 - METALS, STRUCTURAL AND MISCELLANEOUS CONJUNCTION WITH THE PR05ECUTl0N5 OF TH15 WORK. SECTION I-E KNOWLEDGE TO COMPLETE CONSTRUCTION: G. 50IL5 ENGINEER SHALL INSPECT FOUNDATION PRIOR TO POURING SECTION 5-A MISCELLANEOUS AND 5TRUCTURAL METALS: CONCRETE AND VERIFY SOIL BEARING PRE55URE AS RECOMMENDED IN THE 50IL5 REPORT. WORKMAN5HIP: ALL WORK SHALL COMPLY WITH A.I.5.C. '"MANUAL OF THE SCOPE OF THIS SET OF PLANS 15 SUFFICIENT TO OBTAIN A STEEL CONSTRUCTION", LATEST EDITION, UNLESS MORE EXACTING BUILDING PERMIT; HOWEVER, ALL MATERIALS AND METHODS OF D. TOP OF CONCRETE SLA55 TO BE MINIMUM b inch (& inch -HUD) REQUIREMENTS ARE SPECIFIED IN THE CONTRACT DOCUMENTS OR CONSTRUCTION NECESSARY TO COMPLETE CONSTRUCTION ARE NOT ABOVE FINISH GRADE. STRUCTURAL DRAWIN65. NEGE55ARILY DESCRIBED. THE PLANS DELINEATE AND DESCRIBE ONLY LOCATIONS, DIMENSIONS, TYPES OF MATERIALS AND GENERAL E. CONTRACTOR SHALL HAVE COUNTY APPROVED TRUSS PLANS ON THE METHODS OF ASSEMBLY OR FA5TENIN6. THEY ARE NOT INTENDED TO JOB PRIOR TO FOUNDATION INSPECTION. MATERIAL5: SPECIFY PARTICULAR PRODUCTS OR METHODS OF ASSEMBLY OF ANY 5ECTiON 3-A EXT.FLAT WORK AND NON5TRXTL1RAL CONCRETE. A. STRUCTURAL STEEL AND MISCELLANEOUS IRON SHALL CONFORM TO SPECIFIC MATERIAL OR PRODUCT. THE IMPLEMENTATION OF THE PLAN A5TM A-36. REQUIRES A CONTRACTOR AND/OR 5UBGONTRACTOR THOROUGHLY CONCRETE: 3,000 P51 AT 28 DAYS, 7.5 6ALLON5 WATER MAXIMUM KNOWLEDGEABLE WITH THE APPLICABLE BUILDING CODES AND METHODS PER SACK OF CEMENT (U.N.0) B. BOLTS, NUTS AND SCREWS SHALL CONFORM TO ASTM A-307, OF CONSTRUCTION SPECIFIC TO TH15 PRODUCT TYPE AND TYPE PORTLAND CEMENT: ASTM 0150-12 AND 05115-72 TYPE V OR 11. GRADE "A" OF CONSTRUCTION. LOW ALKALI, MILL TESTED AND CERTIFIED. USE TYPE V CEMENT AND MAXIMUM WATER TO CONCRETE RATIO OF G. WELDING RODS SHALL CONFORM To AW5 FOR INTENDED USE. SECTION I-F CLEAN UP: .45 FOR 501L CONTAINING SULFATE CONCENTRATIONS OF MORE THAN 0.2 PERCENT ON ALL STRUCTURAL CONCRETE (REFER TO SOILS REPORT). D. STEEL PLATES SHALL CONFORM TO ASTM A-282, GRADE "A" CONTRACTORS SHALL MAINTAIN THE PREMISES GLEAN AND FREE OF ALL TRASH, DEBRIS AND SHALL PROTECT ALL ADJACENT W WORK FROM WATER: FROM DOMESTIC SOURCES, GLEAN AND FREE FROM ALL E. STEEL TUBING SHALL CONFORM TO ASTM A-501, DAMAGE, 501LiN6, PAINT OVER51-RAY, ETC. ALL FIXTURES, ORGANIC OR OTHER DELETERIOUS MATERIALS. EQUIPMENT, GLAZING, FLOORS, ETC. SHALL BE LEFT CLEAN AND LIGHT WEIGHT A66REGATE5: A5TM G330-bq AND 0332-bb. F. DRYER VENT TO OUT5IDE AIR PER MANUFACTURER'S READY FOR OCCUPANCY UPON COMPLETION OF THE PROJECT. SAND AND STRUCTURAL A66RE6ATE5: A5TM G-3371A. 5PEGIFICATION5 AND LOCAL JURISDICTIONAL REQUIREMENTS. GENERAL: ADMIXTURE: PER ASTM G260-60, 0414-71 AND Gb18-77. PIPE. STANDARD STEEL PIPE-A5TM A53-611A, GRADE B OR AS WATERPROOFING: SHALL BE INSTALLED PER MFR'5 SPECS. A PROPER SPECIFICALLY NOTED ON THE DRAWIN65. A .NOTES AND DETAILS ON DRAWIN65 SHALL TAKE PRECEDENCE OVER SYSTEM SHALL INCLUDE WATERPROOF MEMBRANE, SUBSURFACE THESE GENERAL NOTES. FOUNDATION DRAIN, POROUS BAGKFILL( OR DRAIN SCREEN) TUBING: ASTM A501-bBA. (UNO) AND PROTECTION BOARD. B .NAMED PRODUCTS: THE ARCHITECT MAKES NO GUARANTEE FOR WELDING: PER AMERIGAN WELDING 50CIETY STRUCTURAL WELD CODE PRODUCTS IDENTIFIED BY TRADE NAME OR MANUFACTURER. Di -I Ig75. ALL FIELD WELDING SHALL BE PERFORMED BY A COUNTY SECTION 3 - 5 REINFORCING STEEL: OR CITY APPROVED WELDER. G .50OP : THE E GENERAL CONTRACTOR AND SUBCONTRACTORS SHALL FURNISH ALL LABOR, EQUIPMENT, AND MATERIAL INDICATED ON WORKMAN5HIP: ALL WORK SHALL COMPLY WiTH THE REQUIREMENTS MISCELLANEOUS ITEMS: MISCELLANEOUS METAL ITEMS AND THEIR THE PLANS AND REASONABLY INFERRED OR REQUIRED BY THE SET FORTH IN THE CURRENT UBC CODE. RELATED COMPONENTS ARE NOT NEGE55ARILY INDIVIDUALLY APPLICABLE CODES, DESCRIBED. THE M05T IMPORTANT AND THOSE REQUIRING DETAILED DESCRIPTION ARE SPECIFIED. M15CELLANEOU5 ITEMS NOT D .5U85TITUTION: NO SU55TITUTION5 SHALL BE MADE WITHOUT DIVISION 4 • MASONRY DE50RiBED SHALL BE FURNISHED AND INSTALLED IN ACCORDANCE OWNER'5 WRITTEN AUTHORIZATION. ANY SUBSTITUTION SHALL BE AITH THE INTENT OF THE DRAWING5 AND SPECIFICATION AND AS MADE KNOWN TO OWNER/BUILDER AND ARCHITECT IN ADVANCE TO REQUIRED TO COMPLETE THE WORK. AVOID ANY DELAY IN THE PROJECT SCHEDULE. THE GENERAL SECTION 4-A BRICK MASONRY AND PAYERS: CONTRACTOR AND ANY SUBCONTRACTOR SHALL NOT MAKE WORK BY OTHERS: ALL BLOCKING TO RECEIVE ATTACHMENTS SHALL 5TRUCTURAL 5UB5TITUTIONS OR CHANGES WITHOUT PRIOR WRITTEN GENERAL: PROVIDE LABOR, MATERIALS, EQUIPMENT AND OTHER BE PROVIDED UNDER ROUGH CARPENTRY. AUTHORIZATION FROM THE STRUCTURAL ENGINEER AND WRITTEN SERVICES TO COMPLETE EXTERIOR BRICK MASONRY WHERE INDICATED NOTIFICATION TO THE ARCHITECT, ON DRAWIN65. BRICK AND PAVERS AS SELECTED BY OWNER SHOP DRAWINGS: CONTRACTOR SHALL SUBMIT SHOP DRAWIN65 OF CONFORMING TO A5TM 062-58, C216-66 AND 0832-70 GRADE MN 51ZE DECORATIVE IRON WORK TO OWNER FOR REVIEW E .CHANGES: ANY ADDITION, DELETION, OR CHANGE IN THE SCOPE AS INDICATED ON DRAWIN65. MORTAR SHALL BE COLORED WITH PURE FOR CONFORMANCE WITH V15UAL DESIGN CONCEPT PRIOR TO OF THE WORK DESCRIBED BY THE PLANS SHALL BE BY WRITTEN MINERAL COLORS ONLY AS SELECTED BY OWNER. 51ZE AND PATTERN FABRICATION. CHANGE ORDER ONLY. ANY APPROVAL FROM THE BUILDING AS INDICATED ON DRAWIN65. INSTALLATION AS SPECIFIED IN OFFICIAL FOR A CHANGE IN THE WORK SHALL BE THE SECTION "CONCRETE UNIT MASONRY" AND TILE COUNCIL OF AMERICA "HANDBOOK ��++ /fi DIVISION • WOOD FRAME RESPONSIBILITY OF THE GENERAL CONTRACTOR. METHOD" /F112-77 FOR FIRST FLOOR AND FI41-77 FOR 9 SECOND FLOOR INSTALLATIONS AS REQUIRED. F .STRUCTURAL OBSERVATION: OWNERS SHALL BE RE5PON515LE TO SECTION 6-A ROUGH CARPENTRY FULFILL THE REQUIREMENTS OF SECTION 220 OF THE U.B.G. TO EMPLOY HIS DE516NATED ENGINEER TO MAKE SITE V151TS TO SECTION 4-5 CONCRETE UNIT MASONRY: 1, ALL STRUCTURAL LUMBER SHALL BE GRADE MARKED AND CONFORM OBSERVE GENERAL COMPLIANCE WITH THE APPROVED STRUCTURAL WITH THE STANDARD GRADING AND DRE551N6 RULES OF THE PLANS AND CHANGE ORDERS. THE ENGINEER SHALL SUBMIT A GOORP I NATION: COORDINATE WITH ALL OTHER TRADE5 WH05E WORK WESTERN WOOD PRODUCTS ASSOCIATION. SEE ENGINEERING STATEMENT IN WRITING TO THE BUILDING OFFICIAL STATING THE RELATES TO BLOCK MASONRY INSTALLATION FOR PLACING OF ALL DRAWIN65 FOR MATERIALS, 67RADE5 AND SPECIES. 51TE V151T5 HAVE BEEN MADE AND THAT ANY DEFICIENCIES REQUIRED BLOCKING, SUBFRAMING, BACKING, FURRING, ETC., TO 2. WOOD JOISTS OR THE BOTTOM OF WOOD FLOORS CL05ER THAN NOTED HAVE BEEN CORRECTED TO THE EXTENT AS DETERMINED BY ENSURE PROPER LOCATIONS., IS inches, OR WOOD 6IRDER5 CL05ER THAN 12 inches TO THE SOiL THE BUILDING DEPARTMENT.SHALL PLACEMENT OF ITEMS FURNISHED BY OTHER TRADES. PLACE BE TREATED WOOD OR ALL HEART -WOOD OF APPROVED G .INFILTRATION CONTROL: ALL OPENINGS IN THE BUILDING ANCHORS, BOLTS, PIPES, SLEEVES, NAILER5, BLOCKOUTS, REGLET5, ENVELOPE MUST BE CAULKED, 6A5KETED OR WEATHER STRIPPED IN FITTINGS, CONDUITS, ETC., PROVIDED BY OTHER TRADES WITHIN ACCORDANCE WITH MANDATORY STATE ENERGY REQUIREMENTS. MASONRY. COOPERATE WITH TRADES INVOLVED, DIVI51014 6 - (CmUl ued ) VIV16ION 6 - (umorwed ) 3. PLATES, SILLS, AND SLEEPERS: ALL FOUNDATION PLATES OR WALL BRACING: ALL WALLS SHALL BE TEMPORARILY BRACED UNTIL H. TRUSS MANUFACTURER SHALL PROVIDE MEMBERS OF ADEQUATE SILLS AND SLEEPERS ON A CONCRETE OR MA50NRY SLAB WHICH JOISTS OR RAFTERS ARE NAILED IN PLACE; SUFFICIENT ADDITIONAL BEARING AREA IN SUCH A WIDTH TO INSURE AGAINST OVER- 15 IN DIRECT CONTACT WITH THE EARTH, AND SILLS THAT BRACE5 SHALL BE AL50 EMPLOYED TO MAINTAIN THE PLUMBNE55, 5TRE551NG OF 5UPPORTiNG TIMBER, MULTIPLE JOISTS, &RDER5 REST ON CONCRETE OR MASONRY FOUNDATIONS, SHALL BE 5OUARENE55 AND 5TRAIGHTNE55 OF ALL WALL5 UNTIL CONSTRUCTION AND PLATES OR PROVIDE BEARING PLATES AND DETAILS TO DO PRE55URE TREATED WOOD OR FOUNDATION GRADE REDWOOD HAS ADVANCED TO A POINT WHERE ALL PORTIONS OF THE BUILDING SAME. ALL MARKED OR BRANDED BY AN APPROVED AGENCY. ARE HELD RIGIDLY IN THE PROPER POSITION. DIAGONAL BRACE ALL EXTERIOR AND INTERIOR LOAD -BEARING WALL5 AT CORNERS AND NOT I. THE GENERAL CONTRACTOR SHALL COORDINATE WITH THE TRU55 4. COLUMNS AND POSTS: COLUMNS AND P05T5 LOCATED ON LE55 THAN EVERY 25 LINEAR FEET FOR PLUMB AND LINE ONLY, MANUFACTURER, FRAMING, ELECTRICAL, PLUMBING AND CONCRETE OR MASONRY FLOORS OR DECKS EXP05ED TO THE UNLE55 NOTED OTHERWISE ON PLANS, REFER TO FRAMING PLANS FOR MECHANICAL CONTRACTORS AT FIRE PROTECTED AREAS TO WEATHER OR TO WATER SPLASH OR IN BA5EMENT5 AND WHICH SHEARWALL BRACING. MAINTAIN REQUIRED FIRE PROTECTION WITHOUT PENETRATIONS SUPPORT PERMANENT STRUCTURES SHALL BE SUPPORTED BY UNLE55 ALLOWED BY GODS AND LOCAL JURISDICTION, CONCRETE PIER5 OR METAL PEDESTALS PROJECTING ABOVE STUD WALL5: 2 X 4 AT Ib inch O.C. UNLESS OTHERWI5E NOTED, FLOORS UNLE55 APPROVED WOOD OF NATURAL RESISTANCE TO PLUMB TO 1/5 inch IN 8' O", 5TRAiGHT 1/5 inch IN Ib' O". SECTION 6 - B FIN16H CARPENTRY: DECAY OR TREATED WOOD IS USED. THE METAL PEDE5TAL5 ALL EXTERIOR STUDS SHALL BE FULL LENGTH TO CEILING5. SHALL PROJECT AT LEAST 6 inch ABOVE EXP05EP EARTH AND AT MILLWORK: MANUFACTURE MILLWORK AND CA5EWORK PER MANUAL LEAST I inch ABOVE SUCH FLOORS. BALLOON FRAMED WALL: USE 2X STUDS FULL HEIGHT FLOOR TO OF MILLWORK AND WOODWORK INSTITUTE OF CALIFORNIA, INDIVIDUAL CONCRETE OR MA50NRY PIERS SHALL PROJECT AT FLOOR, OR FLOOR TO ROOF (A5 PER PLAN CONDITION). MAXIMUM OF CUSTOM GRADE UNLE55 NOTED OTHERWISE, LEAST 8 inch ABOVE EXP05PD GROUND UNLESS THE COLUMNS OR #2 NON BRG STUD HEIGHTS ARE AS FOLLOW5: (WIND EXPOSURE G) POSTS WHICH THEY SUPPORT ARE OF APPROVED WOOD OF NATURAL INSTALLATION: INSTALL ALL 5HELVING, CA5EWORK, MILLWORK, RE515TANCE TO DECAY OR TREATED WOOD 15 USED. DOORS, HARDWARE, RAILING, TRIM, COUNTERS, UTILITY BACKBOARDS EXTERIOR WALL5: 2X4 @ Ib inch O.G. = 10 -0 MAXIMUM HEIGHT. AND OTHER FIN15H CARPENTRY. 5. WOOD AND EARTH SEPARATION: NO UNTREATED WOOD, EXCEPT (2) 2X4 @ Ib inch Q.G. = 14'-4" MAXIMUM HEIGHT FOUNDATION REDWOOD, SHALL BE NEARER THAN b inch TO ANY SECTION 6 - C WOOD TRU55E5 EARTH UNLESS SEPARATED BY CONCRETE AT LEAST 3 inch IN 2Xb @ 16 inch O.G. = 15'-0" MAXIMUM HEIGHT THICKNESS WITH AN IMPERVIOUS MEMBRANE INSTALLED BETWEEN I. PREFABRICATED TRU55E5 SHALL BE ASSEMBLED UNDER THE THE EARTH AND CONCRETE. (2) 2Xb @ Ib inch O.G. = 22"-8" MAXIMUM HEIGHT APPROVAL OF AN INDEPENDENT TESTING AGENCY PER I1417 UBG STANDARD. THE MANUFACTURER SHALL BE AN APPROVED 6. FOUNDATION VENTILATION: UNDER -FLOOR AREAS SHALL BE VENTILATED BY AN APPROVED MECHANICAL MEANS OR BY OPENING INTERIOR WALL5: 2X4 @ 16 inch O.C. = 14'4" MAXIMUM HEIGHT FABRICATOR, AS CURRENTLY L15TED BY ICBO. IN EXTERIOR FOUNDATION WALL5. SUCH OPENING5 SHALL HAVE 2. MANUFACTURER SHALL SUPPLY TO THE ARCHITECT/ENGINEER AND A NET AREA OF NOT LESS THAN I SQUARE FOOT FOR EACH 150 THE BUILDING DEPARTMENT CALCULATIONS AND SHOP DRAWING5 5QUARE FEET OF UNDER -FLOOR AREA. OPENIN65 SHALL BE BOLTS: BOLT HOLES IN WOOD 5HALL BE 1/32 inch TO 1/16 inch FOR APPROVAL PRIOR TO FABRICATION. ALL CALCULATIONS AND LOCATED AS GL05E TO CORNERS AS PRACTICAL AND SHALL LARGER THAN THE NOMINAL BOLT DIAMETER. ALL BOLTS SHALL HAVE SHOP DRAWIN65 SHALL BE SIGNED BY A CALIFORNIA REGISTERED PROVIDE OR055 VENTILATION. THE REQUIRED AREA OF SUCH STANDARD GUT WA5HER UNDER HEAD AND NUT UNLESS NOTED ENGINEER. IT SHALL BE THE RESPONSIBILITY OF THE OPENING5 SHALL BE APPROXIMATELY EQUALLY P15TRiBUTED OTHERWISE. MANUFACTURER TO OBTAIN BUILDING DEPARTMENT APPROVAL OF ALONG THE LENGTH OF AT LEAST 2 OPPO5ITE SIDES. THEY CALCULATIONS AND SHOP DRAWIN65 PRIOR TO FABRICATION. SHALL BE COVERED WITH CORROSION-RE515TANT WIRE MESH WITH ALL BOLTS SHALL BE 5NUG PRIOR TO THE APPLICATION OF MESH OPENING5 OF 1/4 inch iN DIMENSION. 5HEATHIN6, PLASTER, ETC. 3. CONTRACTOR SHALL HAVE CiTY APPROVED TRUSS PLANS ON THE JOB PRIOR TO FOUNDATION INSPECTION. ATTIC VENTILATION (WHERE DETERMINED NECE55ARY BY THE BUILDING OFFICIAL): FNCL05ED ATTIC 5PACE5 AND ENCL05ED MI5GELLANEOU5: DIVISION 7 ROOFING. SEE ROOF NOTES ROOF RAFTERS SHALL HAVE CRO55 VENTILATION FOR EACH SEPARATE SPACE BY VENTILATING OPPNiN65 PROTECTED AGAINST A. STRUCTURAL MEMBERS SHALL NOT BE CUT FOR PIPES, ETC. INSTALL ROOFING MATERIAL A5 PER GODS AND THE ENTRANCE OF RAIN AND 5NOW. THE NET FREE VENTILATING UNLESS SPECIFICALLY DETAILED. MANUFACTURERS RECOMMENDATIONS AREA SHALL BE NOT LESS THAN 1/150 OF THE AREA OF THE SPACE VENTILATED, EXCEPT THAT THE AREA MAY BE 1/300 B. PROVIDE 2X 50LID BLOCKING BETWEEN J015T5 AND RAFTERS AT PROVIDED AT LEAST 50 PERCENT OF THE REQUIRED VENTILATING ALL SUPPORTS. BLOCKING SHALL BE ONE PIECE AND THE FULL SECTION 7-A ROOFING AND MEMBRANES: AREA 15 PROVIDED BY VENTILATORS LOCATED IN THE UPPER DEPTH OF THE JOIST OR RAFTER. (U.B.C. 2320.5.3). PORTION OF THE SPACE TO BE VENTILATED AT LEAST 3' ABOVE SCOPE: FURNISH AND INSTALL ROOFING AND WATERPROOFING WORK EAVE OR CORNICE VENTS, WITH THE BALANCE OF THE REQUIRED C. GRO55 BRIDGING OR 50LID BLOCKING: FOLLOW COMPLETE, INCLUDING CANT STRIPS AND INCORPORATING OTHER VENTILATION PROVIDED BY SAVE OR CORNICE VENTS. THE MANUFACTURER'5 BRACING 5PECIFICATIONS FOR ALL TRADES FLASHING, SLEEVES AND JACKS. OPENINGS SHALL BE COVERED WiTH CORROSION-RE515TANT METAL MANUFACTURED FLOOR JOIST SYSTEMS. MESH WiTH MESH OPENINGS OF 1/4 inch IN DIMENSION, DO INSTALLATION: INSTALL ROOFING AND ALL CORROSION RE515TANT NOT BLOCK VENTS WiTH INSULATION. D. PROVIDE DOUBLE J015T5 UNDER PARTITIONS WHICH ARE METAL FLASHING PER MANUFACTURER'5 RECOMMENDATIONS INCLUDING ALL STRUCTURAL USE PANELS (WOOD PRODUCTS PANELS IN PARALLEL TO THE FLOOR J015T5 AND SOLID BLOCKING WHERE THE USE OF FASTENERS AND ANCHORING DEVICES IN H16H WIND ACCORDANCE WITH NER 108) SHALL BE IDENTIFIED WITH THE PERPENDICULAR TO PARTITIONS. (U.B.G. 2320,8.5). AREAS, AND PER U.B.G., CHAPTER 15, CAREFULLY INCORPORATING APPROPRIATE GRADE MARK OF THE AMERICAN PLYWOOD FLA5HiN67 SCUPPERS, JACKS, SLEEVES, ROOF DRAINS, 5KYL16HT5, ASSOCIATION. PANELS WITH ANY EDGE OR SURFACE 5U5LOORIN6 INSTALLATION NOTES: PLYWOOD (5/6 inch T$G) SHALL ETC., SUPPLIED BY OTHERS. PERMANENTLY EXPOSED TO THE WEATHER OR TO MOISTURE SHALL BE 5EGURED TO FRAMING MEMBERS WITH ADHESIVE (B.F. 600PRICH BE CLA551FIFD AS EXTERIOR. THE 5LACING IN INCHES OF "PLA5TIKON 400 OR EQUAL) AND #8 X 1-I/2" LONG FLAT HEAD WOOD ROOFING CONTRACTOR SHALL BE RE51PONSIBLE FOR THE ROOF AND FLOOR SUPPORTS OVER WHICH PANELS ARE APPLIED 50REW5 SPACED NOT OVER 12 inch 0/0 AT ED6E5 AND INTERMEDIATE WEATHER -TIGHT INTEGRITY OF THE ENTIRE ROOFING SYSTEM, SHALL NOT EXCEED THE SPAN RATING STAMPED ON THE PANELS. 5UPPORT5 UNLE55 NOTED OTHERWISE. WOOD FLOORS SHALL BE LEVEL INCLUDING, BUT NOT LIMITED TO : MEMBRANES PANEL THICKNESS SHALL BE AS 5HOI^EN ON THE DRAWING5. TO WITHIN I/8 inch IN 48 inch AND 1/4 inch AND IN qb inch. ,ROOFING, WALL/ROOF FLASHiNG5, JACKS, VENTS, UNDERLAYMENT SPACE ALL PANELS 1116-INCH APART FOR EXPAN51ON AND ADHE51VE5 TO CONFORM TO APA SPECIFICATION AFG-Oi. AND 5HEATHIN6. MAINTAIN CLEARANCE FROM FOUNDATIONS AND MASONRY TO HANGERS, FRAMING ANCHORS AND FASTENERS: STAMPED AND PREVENT MOISTURE ABSpRBTION. FABRICATED STEEL OF THE TYPE INDICATED AS REQUIRED. NAIL5 TO BE TH05E FURNISHED BY MANUFACTURER FOR TH15 SPECIFIC USE. SPECIAL CONDITIONS: A .FLOOR JOISTS, HEADERS, LINTEL5, CEILING JOISTS AND NAIL5 SHALL BE FULLY DRIVEN IN ALL REQUIRED HOLES IN THE ANCHOR. RAFTERS SHALL BE 5EA50NED NO. 2 GRADE OR BETTER DOUGLAS ALL METAL FASTENERS OR HAN6ER5 5HALL BE COMMON. U.N.O A CANT 5TRIP5 AT ALL VERTICAL SURFACES. FIR-UNLE55 OTHERWISE NOTED ON THE EN6INEER'5 DRAWING. .PROVIDE B .CONCEALED. FLOOR BEAMS, ROOF BEAMS AND P05T5 SHALL BE NAIL5: ALL WOOD FRAMING MEMBERS SHALL BE WELL NAILED IN B .PROVIDE CRICKETS AS INDICATED, AND AS NECESSARY FOR PROPER WATER DRAINAGE AND TO REDIRECT CHANNELED OR RUNOFF SEASONED NO. I DOU6LA5 FIR -FREE OF HEART CENTER UNLE55 ACCORDANCE WITH THE CODE SEGTION5 APPLICABLE. ALL EXPOSED WATER AWAY FROM VERTICAL SURFACES. OTHERWISE NOTED ON THE ENGINEERING DRAWING. NAILS SHALL BE HOT DIPPED GALVANIZED. MINIMUM NAILING FOR C .EXPOSED FLOOR BEAMS, ROOF BEAMS AND POSTS SHALL BE SAW- FRAMING SHALL BE PER Alb U.B.G. MATERIALS: REFER TO PLANS FOR TYPE AND MANUFACTURER OF SIZED 5EA50NED NO. I DOUGLAS FIR UNLE55 OTHERWISE NOTED ROOFING. ON THE DRAWING5. REFER TO DRAWIN65 FOR RE/5 OR RO/5 POWER DRIVEN 5TUO5 FOR ANCHORING WOOD PLATE5: FOR . LOCATIONS. NONSTRUCTURAL INTERIOR PARTITIONS IN LIEU OF ANCHOR BOLTS AND WA5HER5. PLACE AT 32 inch ON CENTERS AND NOT MORE THAN SECTION 1-5 SHEET METAL: D .ALL 5TUPPIN6, BLOCKING, FURRING AND PLATES SHALL BE q inch FROM END OF MEMBER AT A JOINT OR CORNER FOR PLATES SEASONED "5TUD" GRADE DOUG FIR - UNLE55 OTHERWISE NOTED OR SILLS. 5TUD5 SHALL BE DRIVEN TO PENETRATION OF NOT LE55 ON THE ENGINEER'5 DRAWIN65. THAN 1 1/4 inch, NOR MORE THAN 1 1/2 inch U51N6 A POWER MEASUREMENTS: VERIFY ALL DIMEN51ON5 5HOWN ON DRAWIN65 BY E .EXTERIOR WOOD TRIM SHALL BE 5AW SIZED SEASONED SELECT ACTUATED TOOL MEETING REQUIREMENTS OF CA-05HA. SHOT PINS TAKING FIELD MEASUREMENTS; PROPER FIT AND ATTACHMENT ON ALL TIGHT KNOT CEDAR OR SPRUCE UNLESS OTHERWISE NOTED ON THE SHALL BE I080 LISTED. PARTS 15 REQUIRED. ENGINEER'5 DRAWINGS. CONTRACTOR 15 TO NOTIFY ARCHITECT OR ENGINEER PRIOR TO ANY STANDARDS. ALL WORK INCLUDED IN TH15 SECTION SHALL BE F .EXTERIOR WOOD 51DIN6 SHALL BE SAW 51ZED SEA50NED SELECT SUBSTITUTION TO THE ABOVE SPECIFICATIONS. PERFORMED IN A WEATHER TIGHT MANNER CON515TENT WITH GOOD ROOFI TIGHT KNOT CEDAR OR SPRUCE OR BETTER IN PATTERNS AS AND WEAHTERPROOFING PRACTICE". FOLLOW 51DING , 5HOWN ON THE DRAWIN65 (U.N.0) WINDOW AND ROOFING MANUFACTRER6 GUIDELINES " TI2U55E 5' G .EXPOSED SAVE AND RAKE 5HEATHIN6 SHALL BE SELECT TIGHT KNOT CEDAR OR BETTER (SEE PLAN). SHIPLAP STARTER BOARD A. THE GENERAL CONTRACTOR SHALL COORDINATE THE INSTALLATION OR T$G OR GGX EXTERIOR GRADE PLYWOOD. OF ALL CEILING DROPS WITH THE TRUSS MANUFACTURER AND THE FLASHING AND GOUNTERFLASHING: EXTERIOR OPENING5 EXPOSED TO H .ROOF DECKING SHALL BE EXTERIOR GRADE PLYWOOD SHEATHING FRAMING CONTRACTOR.., THE WEATHER SHALL BE FLASHED IN SUCH A MANNER AS TO MAKE (SEE PLAN) (OR 15/32-INCH ORIENTED STRAND BOARD, PER NER 108). THEM WEATHERPROOF. FLASHING AND COUNTER FLASHING SHALL BE B. WHERE TRU55 FRAMING AND CONVENTIONAL FRAMING OCCUR PROVIDED AT THE JUNCTION OF THE ROOF AND VERTICAL SURFACES I .WHERE EXF05EP TO WEATHER, PLYWOOD RATED ROOF 5HEATHIN6 TOGETHER IN A CONTINUOUS ROOF PLANE, THE GENERAL (WALL5, ETC.). SHALL BE 1/2 inch INDEX_ 24/0 OR 1/2 inch STRUCTURAL I OR CONTRACTOR SHALL COORDINATE WITH THE TRUSS MANUFACTURER 11 (OR ORIENTED STRAND BOARD, PES NER 108). AND FRAMING CONTRACTOR TO ELIMINATE DIFFERENTIAL ALL PARAPETS SHALL BE PROVIDED WiTH COPING OF APPROVED J 5UBLFOOR-UNOERLAYMENT SHALL BE A.P.A. 5/8 inch DEFLECTION BETWEEN THE TRUSS AND CONVENTIONAL FRAMING MATERIALS. ALL FLASHING, COUNTER FLASHING AND COPING, WHEN .COMBINED MEMBERS. OF METAL, SHALL BE OF NOT LESS THAN NO, 26 U.S. GAUGE 5TURO-I-FLOOR OR 5/8 inch UNDERLAYMENT GRADE CC PLUGGED CORROSION-RE515TANT METAL. GROUP I OR 11 EXT. EXPOSE I AT BATHROOMS AND UTILITY C. WHERE TRUSS FRAMING AND CONVENTIONAL FRAMING OCCUR ROOMS PROVIDE EXTERIOR RATED' 5TURD-f-FLOOR AT EXTERIOR TOGETHER IN THE SAME ROOF, THE PLATE HEIGHT AS NOTED WILL ROOF VALLEY FLASHIN65 SHALL BE PROVIDED FOR SHIN6LE5 AS BALCONIES (OR 15/32 in.STRAND BOARD, PER NER 10b). BE MAINTAINED FOR THE DEEPER CONVENTIONAL MEMBER WITH FOLLOWS: 1; THE BOTTOM TRUV CORD MATCHING THE RAFTER SEAT OUT. FIREBLOG AND BLOCKING:'` PROVIDE FIRESLOCKING TO ALL TRU55 MANUFACTURER SHALL PROVIDE HEEL AS REQUIRED TO A. ASPHALT 5HIN6LE5: THE ROOF VALLEY FLASHING SHALL BE THE CONGEALED 5PAGE5 AT 10-FEET HORIZONTAL ANI!� 10-FEET VERTICAL MAINTAIN A CONTINUOUS ROOF PLANE ALIGNMENT. SAME A5 REQUIRED FOR WOOD 5HINGLE5 OR SHALL BE OF LAGER DIMENSIONS AT ALL CONNECTIONS BETWEEN WALL5, FLOOR9,0151LING5, ASPHALT 5HIN6LE5 APPLIED IN AN APPROVED MANNER WITH AN STAIRS AND LANDINGS AND ATTICS PER UBG SECTION 708. O.'ikHE GENERAL CONTRACTOR SHALL HAVE CiTY/COUNTY APPROVED UNDERLAYMENT OF NOT LESS THAN TYPE 30 FELT EXTENDING 18 A �. TRUSS PLANS ON THE JOB SITE PRIOR TO FOUNDATION inch FROM THE CENTER LINE EACH WAY. PLATES: LAP TOP PLATES MINIMUM 40". PROVIDE SIMPSON INSPECTION. THE "TRUSS MANUFACTURER SHALL SUBMIT " ALL VALLEYS SHALL BE CLOSED / WOVEN TYPE FOR SOUTHERN STRONG TIE 5T-21 (Ib GA - I-1/4 inch X Il 5inch) (UNO) CALCULATIONS SHOP DRAWIN65 DETAILS, BRIDGING AND18 CALIFORNIA". AT PLATES WHERE LAPS ARE NOT POSSIBLE. INTERIOR SOLE PLATES ERECTION BRACING SIGNED BY A REGISTERED ENGINEER TO THE SHALL BE BOLTED WITH APPROVED POWER DRIVEN 5TUD°PIN5 SHOT BUILDING DEPARTMENT AND STRUCTURAL. ENGINEER, FOR THEIR B. SLATE 5HINGLE5, AND CLAY AND CONCRETE TILE: THE ROOF INTO CONCRETE AS NOTED ON SHEAR PANEL 50HEDULE AND/OR AS REVIEW PRIOR TO FABRICATION. ONE SET OF SHOP DRAWING5 VALLEY FLASHING SHALL BE PROVIDED OF NOT LESS THAN 2b. NOTED ON FOUNDATION PLAN AND ENGINEERS DRAWIN65. SHALL BE SUBMITTED TO THE ARCHITECT FOR REVIEW FOR GA. GALVANIZED SHEET CORROSION-RP515TANT METAL CONFORMANCE WITH THE VISUAL DE516N CONCEPT PRIOR TO APPLIED OVER AN UNDERLAYMENT OF NOT LE55 THAN 30# PRESERVATIVE TREATED LUMBER: INSTALL PRESSURE TREATED TRUSS FABRICATION. A.5.T.M. FELT. THE METAL SHALL EXTEND AT LEAST 12 inch LUMBER IN CONTACT WITH CONCRETE. FROM THE CENTERLINE EACH WAY AND SHALL HAVE A SPLASH E. THE TRU55 MANUFACTURER SHALL BE RESPONSIBLE FOR FRAMING DIVERTER RIB NOT LE55 THAN i inch H16H AT THE FLOW LINE AROUND OPENING5 iN THE Rj�QF OR FLOOR, SHALL PROVIDE FORMED AS PART OF THE FLASHING. SECTIONS OF FLASHING HEADERS AND BEAMS: LADDER FRAMING AT NONSTANDARD TRUSS MEMBER SPACING TO SHALL HAVE AN END LAP OF NOT LESS THAN 4 inch. KEEP WITHIN THE SPAN RATING OF THE ROOF OR FLOOR A .1 1/2 inch MINIMUM BEARING, AND SHALL BE OF 51ZE DE5I6NED 5HEATHING AND SHALL SUBMIT DETAILS AND HANGERS AS DO NOT NAIL GREATER THAN I INCH INTO ANY VALLEY: DO NOT ON PLANS, ALL BEAMS INSTALLED WITH GROWN UP UNLE55 REQUIRED. BLOCK WITH BATTENS. USE BATTEN EXTENDERS, WIRE TIES, OR OTHERWISE NOTED. CANTILEVERED BEAMS SHALL BE INSTALLED OTHER TO COMPLY WITH THIS REQUIREMENT. USE CRIMPED ED6E5 WITH CROWN DOWN. F. THE TRU55 MANUFACTURER SHALL BE RESPONSIBLE FOR WHERE UNDERLAYMENT FELTS ARE INSTALLED OVER VALLEY VERIFYING THE LOCATION, SIZE AND WEIGHT OF ATTIC LOCATED METAL. ALL COMPONENTS SHALL BE INSTALLED PER MECHANICAL EQUIPMENT AND INCORPORATE SUCH INFORMATION MANUFACTURERS SPECIFICATION'S AND IGBO REPORT. B. PROVIDE DOUBLE 2 X 4 TRIMMERS UNDER HEADERS SPANNING OVER INTO THE DESIGN AND CALCULATION OF TRU5SE5 5UPPORTING V 0". PROVIDE 4 X 4 OR MULTI STUDS UNDER ALL HEADERS 4 IT, FLASH AND COUNTER FLASH AT ALL ROOF TO WALL CONDITIONS. X 10 OR LARGER. 6.1. FLASH AND CAULK WOOD BEAMS AND OUTLOOKER5 PROJECTED G. NON -BEARING WALL5 SHALL BE HELD SHORT TO ALLOW FOR THROUGH EXTERIOR WALLS OR ROOF SURFACES. G, ALL WINDOW 5UB51LL5, OVER b' 0" IN LENGTH SHALL BE DOUBLE RAFTER-TRU55 DEFLECTION WITH CLIPS APPROVED BY THE BLOCKING AROUND BEAM PENETRATIONS FOR SUPPORT OF METAL 2 X 4. STRUCTURAL ENGINEER TO STABILIZE THE WALL. FLA5HIN6 COLLARS. NG 91 Y REVISIOr F;r GENERAL NUMBEROB 202329 t-ROJECT M G R: RAIL CA5TRO IDRAWNBY RG OLOT DATE:004 SHEET TITLE HE G1 UMBE UJ v a (n w 0 z w cD N w 0 0 0 w cCr a U 5- z a 1DIVI6ION I - (contimed ) DIVISION 7 - (cOnthed ) DIVISION S - (continued ) WHERE EXPOSED TO WEATHER, FLASH ALL HORIZONTAL WOOD TRIM BALCONY AND DECK GOATING: SECTION a-C: GLASS AND GLAZING BUTTING TO EXTERIOR FINISH. ELASTOMERIG OR MEMBRANE DECK COATINGS SHALL BE INSTALLED PER SCOPE: FURNI5H AND INSTALL ALL GLAZING AND MIRRORS OTHER 5KYL16HT5: 5KYLI6HT5 ARE TO BE CONSTRUCTED AND INSTALLED AS MANUFACTURER5 SPECIFICATIONS. COLOR AND FINISH AND THAN FACTORY GLAZED DOOR AND WINDOWS. GLAZING SHALL BE DONE PER MANUFACTURERS SPEC[Fl(ATIONS AND SECTION 2603,7.1 OF U.B.C. DETAILING TO BE APPROVED BY ARCHITECT AND/OR OWNER. DURING FIN15H WORK. IF MIRRORED WARDROBE DOORS ARE USED, SAFETY GLAZING 15 REQUIRED. WORKMANSHIP: EXTERIOR DECKS: STANDARDS: 6LA55 AND GLAZING A5 PER CHAPTER 24 OF THE I. WORK SHALL BE ACCURATELY FABRICATED TO MATCH DETAIL AND DECK5, BALCONIES, LANDIN65, EXTERIOR STAIRWAY5 AND SIMILAR U.B.G. AND ENERGY COMPLIANCE CALCULATIONS. FITTED TO JOB CONDITIONS. SURFACES EXPOSED TO THE WEATHER AND 5EALED UNDERNEATH SHALL BE WATERPROOFED. MATERIALS: 2. MOLDED AND BRAKE -FORMED MEMBERS SHALL BE FINISHED TRUE AND STRAIGHT WITH SHARP LINES AND AN6LE5. ALL EXTERIOR DECKS AND BALCONIES EXPOSED TO WEATHER SHALL BE A. 6LA55 IN HAZARDOUS AREAS: PROVIDE TEMPERED 6LA55 PER CONSTRUCTED WITH SUFFICIENT SLOPE (MINIMUM 3/S inch PER CHAPTER 24 U.B.G. REQUIREMENTS, AS INDICATED IN DRAWIN65 3. LOCK SEAMS FLAT AND TRUE TO LINE, 1/2 inch WIDE, 5WEATED FOOT) TO ENSURE ADEQUATE DRAINAGE. AND A5 NECESSARY. ALL OPERABLE DOORS TO BE TEMPERED. FULL WITH SOLDER WHERE OVERLAPPING DOES NOT PROVIDE WATER TIGHT CONNECTION. UNLE55 DESIGNED TO DRAIN OVER DECK EDGES, DRAINS AND B. FIXED AND OPERABLE WINDOWS: SINGLE 5TRENGTH "B" OR " ALTERNATE" USE A SEALANT SUCH AS VULKEM 116 WITH A 4-INCH OVERFLOW5 OF ADEQUATE 51ZE SHALL BE INSTALLED AT THE LOW BETTER. ALL DUAL GLAZED EXCEPT SPECIALLY SHAPED MINIMUM OVERLAP. POINTS OF THE DECK. WINDOW5, AS INDICATED IN ENERGY CALCULATIONS. DIVIDED LITE5 A5 5HOWN ON EXTERIOR ELEVATIONS. ALL WINDOW5 PROVIDE MINIMUM 2 inch DROP FROM FINISHED INTERIOR FLOOR TO CLEAR GLA55, UNLE55 NOTED OTHERWISE. 4. 5HEET METAL WORK SHALL BE DESIGNED TO PROVIDE COMPLETE THE HIGHEST FLOOR LEVEL ON ANY ADJOINING DECK OR BALCONY. WEATHER TIGHT AND WATERPROOF CONNECTIONS. G. DOORS: 3/16 inch THICK TEMPERED 6LA55, DUAL GLAZED ELASTOMERIC CONTRACTOR SHALL BE RESPONGIBLE FOR THE TYPICAL, DIVIDED LITES AS SHOWN ON EXTERIOR ELEVATIONS. 5, ALL GALVANIZED METAL SHALL BE SHOP PRIMED WITH ONE GOAT WEATHER INTEGRITY OF THE ENTIRE HORIZONTAL MEMBRANE ,INCLUDING TRANSITION FLA5HIN65 PENETRATIONS, ETC. COATING THIGKNE55 OF ZING OU5T-ZING OXIDE PRIMER OVER ALL SURFACES AND AS , SHALL BE AT LEAST THAT A5 REQUIRED BY MANUFACTURER. NO D. MIRRORS: 1/4 inch POLISHED PLATE. SEE INTERIOR RECOMMENDED BY METAL SPECIALIST. REFLEGTIVE SEAMS IN PLY OR METAL SHALL BE V151BLE UPON ELEVATIONS FOR SIZE. COMPLETION. b. SHEET METAL USED AS FLASHING ADJACENT TO WOOD SURFACES E. 5HOWER ENCLOSURES: APPROVED TEMPERED, SHATTER PROOF, SHALL BE SET IN HIGH QUALITY SEALANT TO INSURE �s DIVISION 8; DOORS, WINDOWS AND GLASS OBSCURE, (CLEAR AT MODELS). WATERPROOFING BETWEEN SUCH MATERIALS. F. OBSCURE 6LA55: SEE PLAN FOR LOCATIONS. F.A.U. COMBUSTION AIR: SHALL BE TAKEN FROM ATTIC SPACE WHEN APPLICABLE. ATTIC TO RECEIVE TWO RECTANGULAR VENT5 SPACED FOR OR055 VENTILATION. VENTILATION REQUIRED; 2 SQUARE INCHES PER 1000 B.T.U, WITH 200 SQUARE INCHES MINIMUM FREE AIR. OPENINGS SHALL BE COVERED WITH 1/4 inch NON-GORRO5IVE MESH SCREEN. ATTIC VENTILATION: NET E FREE VFNTlLATIN AREA P N A G RF 0 F INGS SHALL BE NOT LE55 THAN 1/150 OF ATTIC SPACE EXCEPT AREA MAY BE 1/300 PROVIDED AT LEAST 50% OF REQUIRED AREA 15 PROVIDED IN UPPER PORTION OF SPACE, NOT LESS THAN 3'0" ABOVE EAVES OR CORNICE VENT5. NOTE WHERE SAVE OR CORNICE VENT5 ARE USED VENTS SHALL NOT BE USED LOCATED WITHIN 3' LATERALLY ABOVE WINDOW AND DOOR OPENINGS IN WALL OF STORY IMMEDIATELY BELOW, EXCEPT AT GARAGE, SINGLE FAMILY AND DUPLEX BUILDIN65. DRYER VENTS: VENT DRYER TO OUTSIDE AIR WITH MINIMUM 4 inch DIAMETER SMOOTH METAL DUCT WITH BACK DRAFT DAMPER PER U.M.G., MANUFACTURERS SPECIFICATIONS AND LOCAL JURISDICTIONAL REQUIREMENTS. LENGTH OF RUN AND NUMBER OF BEN05 TO BE MINIMIZED. DUCT RUNS EXCEEDING MAXIMUM ALLOWED BY CODE OR MANUFACTURER SHALL BE OVERSIZED TO ENSURE ADEQUATE AIR FLOW. SECTION 7-C INSULATION: SEE ENERGY COMPLIANCE SHEET FOR CALIFORNIA ENERGY TITLE 24 REQUIREMENTS. I. THE FOLLOWING OPENING5 IN THE BUILDING ENVELOPE MUST BE CAULKED, SEALED OR WEATHER-5TRIPPED: A. EXTERIOR JOINTS AROUND WINDOW AND DOOR FRAMES, BETWEEN WALL PANELS, WALL 50LE PLATES AND FLOORS. B. OPENING5 FOR PLUMBING, ELECTRICAL AND 6A5 LINES IN EXTERIOR AND INTERIOR WALLS, GEILIN65 AND FLOORS. G. OPENIN675 IN THE ATTIC FLOOR (SUCH AS WHERE CEILING PANELS MEET INTERIOR AND EXTERIOR WALL5 AND MASONRY FIREPLACES). D. ALL OTHER SUCH OPENiN65 IN THE BUILDING ENVELOPE. ALTERNATIVE APPROVED TECHNIQUES MAY BE USED TO MEET THE STANDARD CAULKING REQUIREMENTS FOR EXTERIOR WALL5 INCLUDING, BUT NOT LIMITED TO, CONTINUOUS STUCCO, GAULKING OR TAPING OF ALL JOINTS BETWEEN WALL COMPONENTS (E.G., BETWEEN SLATS IN WOOD SLAT WALLS), BUILDING WRAP5 OR RIGID WALL INSULATION. 2. BUILDER AND INSULATION INSTALLER ARE TO PROVIDE A CERTIFICATE OF INSULATION AND POST IN THE BUILDING IN A GON5PICUOU5 LOCATION. 3. SEE PLANS FOR PARTY WALL CONDITIONS. EXTERIOR WALL 0OVERIN65: WEATHER RE515TIVE BARRIER: PROVIDE ONE (1) LAYER I5# ASPHALT SATURATED FELT MINIMUM UNDER ALL EXTERIOR FINISHES. PROVIDE DOUBLE LAYER OF TYPE 15 BUILDING PAPER OVER 5OL112 SHEATHING PER UBG SECTION 2506A MATERIALS: 1. ALL EXTERIOR MATERIALS SHALL CONFORM TO THE REQUIREMENTS OF THE UNIFORM BUILDING CODE, APPLICABLE EDITION, STATE AND LOCAL CODES. 2. WHERE HARDBOARD SIDING 15 USED FOR COVERING THE OUT5IDE OF EXTERIOR WALL5, IT SHALL CONFORM TO THE UNIFORM BUILDING CODE, APPLICABLE EDITION, STATE AND LOCAL CODES. LAP 51DIN6 SHALL BE INSTALLED HORIZONTALLY AND APPLIED TO SHEATHED OR UNSHEATHED WALL5. CORNER BRACING SHALL BE INSTALLED TO CONFORM WITH U.B.C. REQUIREMENTS. A WEATHER-RE515TIVE BARRIER (15# BUILDING PAPER) SHALL BE INSTALLED. UNDER LAP SIDING. ALL FASTENERS USED FOR THE ATTACHMENT OF 51DIN6 SHALL BE HOT DIPPED GALVANIZED STAINLESS STEEL , COPPER OR ALUMINUM. NAIL 51ZE AND 5PAGIN6 SHALL MEET U.B.G. REQUIREMENTS AND SHALL PENETRATE FRAMING 1 1/2 inch. LAP SIDING SHALL OVERLAP I inch MINIMUM AND BE NAILED THROUGH BOTH COURSES AND INTO FRAMING MEMBERS WITH NAILS LOCATED 1/2 inch FROM BOTTOM OF THE OVERLAPPED COURSE, OR TO MANUFACTURER'S SPECIFICATIONS. 3. SHINGLE5: THE THIGKNE55 OF WOOD 5HIN6LE5 BETWEEN WOOD NAILING BOARDS SHALL BE NOT LE55 THAN 3/8 inch. W00D 5HIN651_E5 MAY BE NAILED DIRECTLY TO APPROVED FIBERBOARD NAILBA5E SHEATHING NOT LF55 THAN 1/2 inch NOMINAL THIGKNE55 WITH APPROVED CORRO5ION-RE515TANT ANNULAR GROOVED NAIL5. FIBERBOARD NAILBA5E SHEATHING SHALL COMPLY WITH U.B.G. STANDARDS, APPLICABLE EDITION, STATE AND LOCAL CODES. 4. W00D SHINGLE 51DING SHALL CONFORM TO THE FOLLOWING TABLE: WOOD 5HIN6LE - 51DEMLL EXPOSURES SHINGLE MAXIMUM WEATHER EXPOSURES 51NGLE -COURSING DOUBLE-COUR51NG LENGTH AND TYPENO. I NO. 2 NO. I NO. 2 16 inch 5HIN6LE5 7-1/2" 7-1/2" 12" 10" 15 inch 5HIN6LE5 8-1/2" 5-1/2" 14" 11" 24 inch 5HINGLE5 II-1/2" 11-1/2" 16" 14" SECTION a-B GYPSUM AALLBOARD t CEILING BOARD SCOPE: FURNISH AND INSTALL ALL 6YP5UM WALLBOARD WORK COMPLETE, VERIFY ALL SPECIALTY MATERIALS, NAILING AND INSTALLATION 5EQUENCIN6 AT SOUND/FIRE ASSEMBLIES AND 5TRUGNRAL SHEAR WALL5 PRIOR TO COMMENCING WORK. 5TANDARD5: A. ALL WORK / ALL COMPLY WITH CHAPTER 25 OF THE U.B.C. B. ALL WORK AND MATERIALS SHALL COMPLY WITH GYPSUM A550CIATION'5 "RECOMMENDED 5PEGIFICATION5 FOR THE APPLICATION AND FINISHING OF GYP5UM WALLBOARD." WORKMANSHIP: A. ALL JOINTS IN FINISHED 5URFAGE5 SHALL BE TAPED AND FINISHED WITH JOINT CEMENT. REINFORCE ALL CORNERS. B. PROVIDE METAL TRIM AT ALL EXF05ED ED6E5 AND EXTERNAL CORNERS. G. METAL TRIM SHALL BE TIGHT TO WALLBOARD ED6E5, PLUMB, LEVEL AND TRUE TO PLANE, SECURELY ATTACHED. D. CONCEAL EXP05ED NAIL OR SCREW HEADS WITH JOINT COMPOUND. E. PROTECT ALL EXPOSED WOOD BEAMS, POST, RAILIN65 ETC. F, ALL 6YP5UM WALLBOARD AT TUBS TO BE INSTALLED IN SUCH A MANNER THAT THERE ARE NO SURFACES OUT OF ALIGNMENT WITH ADJACENT 5URFAGE5 AND THE TRUE PLANE OF THE WALL 15 SECTION S-A WOOD DOORS: MAINTAINED. G. MIRRORED WARDROBE DOORS: SAFETY GLA55 PER U.B.G. STANDARDS: ALL DOORS SHALL COMPLY WITH THE REQUIREMENTS OF REQUIREMENTS. MATERIALS: THE WOODWORK INSTITUTE OF CALIFORNIA, STANDARD GRADE (U,N.0); TITLE 24, CALIFORNIA APMIN15TRATIVE CODE. H. CAULKING COMPOUND: GUN APPLIED NONHARDENING, A. GYP5UM WALLBOARD AND CEILING BOARD: 1/2 inch THICK NONMILDEWING. THROUGHOUT UNLESS NOTED OTHERWISE. 500PE: FURNISH AND INSTALL ALL DOORS COMPLETE AS INDICATED ON PLANS. THE GENERAL CONTRACTOR SHALL COORDINATE DOOR SECTION S-D: WEATHER-STRIPPING AND THRESHOLDS B. GYPSUM WALLBOARD AND CEILING BOARD: 5/P inch THICK, SUPPLIER AND FRAMING CONTRACTOR FOR INSTALLATION OF ALL FIRE RATED "X" WITH TAPED JOINTS AT FIRE/50UND RATED DOORS, EXTERIOR DOORS: SHALL BE COMPLETELY WEATHER-STRIPPED W3TH WALLS AS DETAILED AND AT OTHER WALL5 AND CEILING WHERE " MORT15E-TYPE AS MANUFACTURED BY PEMKO OR OWNER SELECTED NOTED ON DRAWINGS. PROVIDE MULTIPLE LAYERS A5 DETAILED, STANDARDS AND INSTALLATION: PER MANUFACTURER'S INSTALLATION SUBSTITUTE. WITH NAILS 51ZED ACGORDINGLY, RECOMMENDATIONS. ALL EXTERIOR DOORS SHALL COMPLY WITH C. AT CEILINGS: PROVIDE 5/8 inch 6YP5UM WALLBOARD WHEN MANDATORY STATE INFILTRATION STANDARDS. THRESHOLDS: ALUMINUM, BRONZE ANODIZED, TO MEET ALL FRAMING SPACING EXCEEDS 16 inch O.G. APPLICABLE DISABLED ACCE551BLE ROUTE REQUIREMENTS WHERE D. MOISTURE RESISTANT WALLBOARD AND CEILING BOARD, USE IN MEASUREMENTS: VERIFY ALL DIMENSIONS BY TAKING FIELD REQUIRED. WET AREAS AS RECOMMENDED BY GYP5UM BOARD MANUFACTURER, MEASUREMENTS PRIOR TO INSTALLATION, OVERHEAD GARAGE DOOR 5PRIN65: E. PROVIDE WATER RESISTANT GYPSUM BOARD UNDER TUB AND TYPE $ SIZES: AS INDICATED IN DRAWIN65. SHOWER ENCLOSURE MATERIALS TO A HEIGHT OF 70 inch SPRING MUST BE CONTAINED WITH A RESTRAINT DEVICE TO ANCHOR MINIMUM ABOVE DRAIN INLET. MAINTAIN GAP BETWEEN FACTORY MATERIALS: THE SPRING OR ANY PART THEREOF IN THE EVENT IT FRACTURES. EDGE AND ALL TUBS, 5HOWER REGEPTOR5TO ENSURE FULL SEALANT APPLICATION BY CERAMIC TILE INSTALLER. A. GLA55 IN HAZARDOUS AREAS: PROVIDE TEMPERED 6LA55 PER BOTH THE SPRING AND THE RESTRAINT DEVICES MUST BE IDENTIFIED CHAPTER 24, U.B.G. AS INDICATED IN DRAW065 AND AS AS CONFORMING TO THE REQUIREMENTS OF THE CALIFORNIA F. EXTERIOR U5E: EXTERIOR GRADE FIRE RATED, FOR AREAS NECESSARY. ALL 6LA55 IN OPERABLE DOORS SHALL BE DEPARTMENT OF HOU5ING AND COMMUNITY DEVELOPMENT. SUBJECT TO MOISTURE AT FIRE ASSEMBLIES AS DETAILED, TEMPERED. G. METAL CORNER BEAD, CASING AND TRIM - GALVANIZED AND B. ENTRY DOORS: 1 3/4 inch THICK SOLID WOOD, EXTERIOR DIVISION 9 . FINISHES NAILED, GRADE. A5 SELECTED BY OWNER. 1) L-5HAPEO TRIM AT EXPOSED ED(5E5 TYPICAL. 2) 5ULLNO5E CORNER BEAD AT EXTERNAL CORNERS G. INTERIOR DOORS: 13/S inch THICK HARDBOARD, HOLLOW CORE SECTION 'l-A STUCCO - RAISED PANEL, AS SELECTED BY OWNER. R RE51LIFNT CHANNELS: PROVIDE AT FIRE/50UND RATED SCOPE: FURNISH AND INSTALL ALL PLASTERING WORK COMPLETE, FLOOR/CEILING A55EMBLIE5 A5 DETAILED. D. 51-PA55 WARDROBE: I I/S inch THICK HARDBOARD, HOLLOW INCLUDING GROUNDS, SGREED5, EXPANSION JOINTS, CASING, CORNER GORE. RAISED PANEL. GUARD5, ETC. 1. TAPE AND COMPOUND: AS RECOMMENDED BY 6YP5UM BOARD MANUFACTURER FOR USE SPECIFIED. E. 5I-PA55 MIRROR: AS 5ELEGTED BY OWNER, 5TANDAR05: J. NAILING: PER U.B.G., AL50 SEE DRAWIN65 FOR SPECIAL F. BI-FOLD DOORS: TO MATCH TYPICAL INTERIOR DOORS. A .ALL WORK SHALL COMPLY WITH CHAPTER 25 OF THE U.B.G. NAILING REQUIREMENTS AT SHEAR WALL5 AND FIRE/50UND RATED LOUVERED. ASSEMBLIES. THE CONTRACTOR, AT H15 OPTION, MAY USE B .ALL WORK SHALL COMPLY WITH THE INSTALLATION STANDARDS OF WALLBOARD 5CREW5 IN LIEU OF NAILS AS ALLOWED BY THE G. FRENCH DOORS: 1 3/4 inch THICK METAL WITH DIVIDED LITE5 THE MANUFACTURER OF THE PLASTER INSULATION PRODUCTS RATED ASSEMBLY AND LOCAL CODE REQUIREMENT, AS INDICATED ON EXTERIOR ELEVATIONS. PROVIDED. H. GARAGE DOOR TO LIVING UNIT AT I HR. OCC. SEPARATION, I HR. G .ALL WORK SHALL COMPLY WITH APPLICABLE 5TANDARD5 OF SECTION I-C FLOORING: FIRE RATED,TIGHT FITTING, METAL DOOR WITH SELF GLO5ER. (UBG 302.4) "LATHING AND PLASTERING REFERENCE SPECIFICATIONS" OF THE REGIONAL LATHING AND PLASTERING CONTRACTOR'S ASSOCIATION. RESILIENT FLOORING I. 1 5/4 inch THICK METAL. 1-1/2 HR. FIRE RATED A55EMBLY AT 2-HR. SCOPE; OCCUPANCY SEPARATION. (UBG 504.6.2) D .APPLICATION OF WEATHERPROOF BARRIER SHALL BE THE OF CONTRACTOR BASED ON RECOMMENDATIONS OF A. FURNISH AND INSTALL ALL RESILIENT FLOORING MATERIALRESPON51BILITY J. WOOD EXTERIOR OUT 5WINGiNG DOORS SHALL BE GAPPED WITH THE STUCCO MANUFACTURING REPRESENTATIVE. COMPLETE A5 SCHEDULED. PAINTED CORROSION RESISTANT METAL FLA5HING TO MATCH MATERIALS - I GOAT EXTERIOR PLASTER: B. GENERAL CONTRACTOR SHALL COORDINATE FLOORING DOOR, BE PROVIDED WITH 5ELF CL05ER OR OWNER SELECTED 5UBGONTRACTOR WITH FRAMING AND CONCRETE CONTRACTORS TO SUBSTITUTE TO PREVENT WATER INTRU51ON INTO DOOR EDGE. ENSURE COMPATIBILITY OF ADHESIVES AND 5UBFLOOR SURFACE A. WALL5: Ii4 inch TO 3/8 inch THICK ACRYLIC MODIFIED TEXTURE, MATERIALS AND PREPARATION, CEMENT STUCCO IMPREGNATE WITH INTEGRAL COLOR WITH 1/2 K. GARAGE DOORS: SECTIONAL DOOR AS DETAILED ON DRAWIN65. inch ALKALI -RESISTANT CHOPPED FIBERGLA55 APPLIED TO INSTALLATION: INSTALL ALL WORK IN STRICT ACCORDANCE WITH SHALL BE METAL SECTIONAL DOORS -SEE PLANS. WOVEN WIRE MESH OVER I inch THICK POLYSTYRENE. MANUFACTURER'S WRITTEN INSTRUCTIONS AND ONLY BY CONTRACTORS SECTION 6-A-1 MANUFACTURED 6KYLI6HT5-"50LAR INMTRIES" ICBO #4065 APPROVED BY THE MANUFACTURER. APPLY PRIMER IN ACCORDANCE STANDARDS AND INSTALLATION: PER CODE 4 MANUFACTURER'S WITH RECOMMENDATIONS OF THE MANUFACTURER. INSTALLATION RECOMMENDATIONS. SKYLIGHTS SHALL COMPLY B. FINISH: LIGHT SPANISH LAGS A5 SELECTED BY ARCHITECT. PROVIDE ARCHITECT WITH MINIMUM 24 inch X 24 inch FIELD A. 5UBFLOORS SHALL BE CLEAN, FREE OF DUST AND PERFECTLY WITH MANDATORY STATE AIR INFILTRATION STANDARDS. APPLIED SAMPLE PRIOR TO FIELD APPLICATION ON UNITS. DRY, LEVEL AND SMOOTH. COLOR AS SELECTED BY ARCHITECT, REFER TO COLOR 5CHEDULE. B. SURFACES SHALL BE PRIMED AS RECOMMENDED BY THE SECTION 6-6 ALUMINUM DOORS AND WINDOWS G. EXPOSED CONCRETE FOUNDATION: FINISH COLOR GOAT ALL MANUFACTURER, SCOPE; FURNISH AND INSTALL ALL ALUMINUM DOORS AND WINDOWS EXF05EP SURFACES. G. MATERIALS SHALL BE APPLIED IN ACCORDANCE WITH THE COMPLETE AS INDICATED ON PLANS. THE GENERAL CONTRACTOR MATERIALS - 7/� inch STUCCO MANUFACTURER`5 INSTRUCTIONS. SHALL COORDINATE WINDOW SUPPLIER AND FRAMING CONTRACTOR FOR D. ENSURE ADEQUACY OF FLOOR PLANE PRIOR TO INSTALLATION INSTALLATION OF ALL WINOOW5 AND DOORS. A. REFERENCE SPECIFICATIONS: LATHING MATERIALS AND THEIR NOTIFY OWNER OF ANY SUBSTANDARD CONDITION PRIOR TO STANDARDS AND INSTALLATION: PER MANUFACTURER15 INSTALLATION APPLICATION AND PLASTER MATERIALS AND THEIR APPLICATION APPLICATION. RECOMMENDATIONS. ALL WINDOWS AND DOORS SHALL COMPLY WITH SHALL BE IN STRICT ACCORDANCE WITH THE APPLICABLE SECTIONS FOR LATHING, FURRING AND PLA5TERING OF THE F. VERIFY ACCEPTABILITY OF CONCRETE SURFACES FOR MANDATORY STATE INFILTRATION STANDARDS, ALIGN BOTTOM OF NATIONAL 6YP5UM ASSOCIATION. ALKILINITY PR10R TO INSTALLATION. HEADERS AT ALL ADJACENT WINDOWS AND DOORS UNLESS NOTED MATERIALS: OTHERWISE ON PLANS. B. WIRE MESH: 1 1/2 inch MESH, 17 GAUGE, GALVANIZED BEFORE A. VINYL SHEETING: AS SELECTED BY OWNER. MEASUREMENTS: VERIFY ALL DIMEN51ON5 BY TAKING FIELD OR PREFURRED PAPERBACK STUCCO NETTING AND PLASTERBACK B. ADHESIVES: AS RECOMMENDED BY THE MANUFACTURER OF THE MEASUREMENTS PRIOR TO INSTALLATION. STUCCO NETTING (ICBO REPORT #i823) AND KEYWE5T WIRE FLOOR COVERING. PRODUCTS; SELF FURRED KEYME5H AND 5ELF-FURRED PAPERBACK KEYME5H (IGBO REPORT NO, 1315) (U.B.C. 2506). C. PROVIDE POSITIVE SLOPE AT TILE SEATS WITHIN SHOWERS AND TYPE $ SIZES: AS INDICATED ON THE DRAWING5. AT FLOOR TOWARO5 FLOOR DRAIN. MATERIALS: C. BUILDING PAPER: INSTALL TYPE 15 BUILDING PAPER OR OTHER APPROVED. NOTE: GHANGE5 IN FLOOR MATERIAL SHALL OCCUR AT THE UNDER EXTERIOR TRIM AND 510ING APPLY 50 AS TO FORM A INEATHERT16HT MEMBRANE. OVERLAP EACH COURSE BELOW 2 inch CENTERLINE OF THE DOOR BETWEEN ADJACENT ROOMS, UNLESS A. GLASS IN HAZARDOUS AREAS: PROVIDE TEMPERED GLA55 PER MINIMUM HORIZONTAL JOINTS AND 6 inch MINIMUM AT VERTICAL INDICATED OTHERWISE ON PLANS. CHAPTER 24 U.B.G. REQUIREMENTS, A5 INDICATED IN DRAWING5 JOINTS. AND AS NECESSARY. ALL OPERABLE DOORS TO BE TEMPERED. SECTION 1-0 TILE D. FLASHING AT WALL PENETRATION5: INSTALL A 4-HOUR RATED FLASHING 5COPE: FURNISH AND INSTALL TILE, GROUT, MASTIC, MORTAR, B. ALUMINUM SLIDING DOORS: COMPLETE WITH ALUMINUM SCREEN; PAPER AS MANUFACTURED BY FORTIFIBER (e.g.,MOISTOP) SEALER ETC. COMPLETE. WORK SHALL BE CLEAN, PLUMB, LEVEL, FINISH TO MATCH DOOR FRAME. AS FLASHING IN A WEATHERBOARD FASHION. SLIP WINDOW UNDER EXCEPT AT AREAS INTENDED TO DRAIN, TRUE TO LINE WITH HORIZONTAL HEAD M015TOP AND SECURE METAL WINDOW AND CON51STENT JOINTS. G. ALUMINUM OPERABLE WINDOWS: COMPLETE WITH ALUMINUM DOOR FIN OVER M015TOP AT SIDES AND BOTTOM. NOTE: SCREEN; FIN15H TO MATCH WINDOW FRAMES. PROVIDE A HEAD OF BUTYL SEALANT ON INTERFACE OF FINS AT INSTALLATION: D. ALUMINUM, FIXED SASH: MATCH OPERABLE WINDOWS. TOP AND BOTTOM, AAMA GUIDELINES AND/OR DETAIL 5HOWING A. TILE ON FLOOR, SLAB OR WOOD FRAMED SHALL BE INSTALLED PROPER LAP OF FLA5HiN(5 PAPER WITH THE FOLLOWING EXCEPTIONS PER THE CERAMIC TILE INSTITUTE STANDARDS AND TILE EGRESS: MANUFAGTURER/SUPPLIER SHALL PROVIDE WINDOWS THAT 1) WINDOW TO BE SET IN FULL BED OF SEALANT. 2) u0 BUILDING PAPER COUNCIL OF AMERICA. MEET ALL EMERGENCY EXITING REQUIREMENTS OF THE U.B.C. AND BREAKS ABOVE, BELOW, AND WITHIN 24-INCHE5 OF OPENING5. ALL NOTIFY ARCHITECT IF DRAWIN65 ARE IN CONFLICT PRIOR TO PENETRATIONS SUCH AS WATER AND 6A5 PIPES TO BE SEALED TO PAPER WITH SEALANT. B. INSTALL MUD SET TILE AT COUNTERS, TUBS AND SHOWERS PER FABRICATION OR DELIVERY. THE CERAMIC TILE INSTITUTE AND TILE COUNCIL OF AMERICA STANDARDS. DIVISION q - (crmtwed ) G. PROVIDE WATERROOF MEMBRANE BENEATH TILE OVER WATER RE515TANT BACKING BOARD AS RECOMMENDED BY MANUFACTURER AND CERAMIC TILE INSTITUTE AND TILE COUNCIL OF AMERICA STANDARDS AT ALL AREAS SUBJECT TO M015TURE AND WATER "I.E., TUB5/SHOWER5". MATERIALS. A. TILE AND GROUT A5 SELECTED BY OWNER. B. INSTALLATION OF GROUTED TILE FLOORING 15 NOT RECOMMENDED OVER WOOD FRAMED FLOOR SYSTEMS. SECTION q-E LAMINATE PLASTIC FINISHES LAMINATE PLASTIC: FORMICA, WIL50N ART OR NEVAMAR. 1/16TH inch GENERAL PURP05E GRADE 10. APPLICATION: LAMINATE PLASTIC SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'5 IN5TRUGTION5. 5PLA5HE5 SHALL BE FULLY FORMED (U.N.0). RANGE CUTS AND COUNTERS SHALL BE 5ELF-EDGED (U.N.0). SECTION I-F SYNTHETIC COUNTER TOPS: WHERE INDICATED ON INTERIOR ELEVATIONS, SHALL BE CULTURED MARBLE OR CORIAN WITH SPLASH. COLORS SHALL BE SELECTED BY COLOR COORDINATOR. ALL PULLMAN TOP5 SHALL BE INSTALLED PER MANUFACTURER'5 RECOMMENDATIONS. PULLMAN TOPS SHALL HAVE ONE PIECE INTEGRAL TYPE LAVATORIES, EXCEPT AS NOTED ON PLANS. DIVISION 4 - (connived ) B. WARDROBE5/01-05FT5: FIN15H AS SPECIFIED FOR ADJOINING ROOM, EXCEPT 5HELVIN6. C. DOORS, FRAMES, WOOD BASE, SHELF CLEATS: ONE COAT PRIMER, ONE COAT 5EMI-61_055 ENAMEL. D. 5TAIN6RADE CABINETS: ONE GOAT 5ANDING SEALER, ONE GOAT 5TAIN, TWO COATS LACQUER. E. 5TAINGRA0E WOOD HAND RAILINGS, WOOD 0AP5 ETC.: ONE GOAT 5TANDIN6 5EALER, ONE GOAT STAIN, TWO COATS LACQUER. F. PAINT GRADE CABINETS, RAILIN65, WOOD CAPS ETC.: ONE GOAT SEALER AND ONE COAT SEMI-61-055 ENAMEL. G. METAL SURFACES: PRIME AND PAINT SAME AS ADJACENT SURFACES. H. LUMINOUS CEILING RECESSES ARE TO BE PAINTED WITH ONE (1) COAT SEALER AND ONE (1) GOAT WHITE ENAMEL HIGH GLOSS, 1. ALL EXP05ED INTERIOR WOOD BEAMS TO BE PAINTED TO MATCH CEILING OR SOLID 5TAIN PER OWNER. J. RESAWN AND ROU61­15AWN LUMBER 1) ALL ROU61­15AWN AND RE5AWN 5URFACE5 TO RECEIVE 5TAIN. COLOR AND FINISH TO BE APPROVED BY ARCHITECT, 2) DO NOT PRIME UNLESS NOTED ON PLANS. K. THE NUMBER OF GOATS NOTED ABOVE SHALL BE CONSIDERED MINIMUM. APPLY ADDITIONAL COATS IF REQUIRED TO PROVIDE FULL AND EVEN COVERAGE THROUGHOUT. DIVISION 10 - SPECIALTIES SECTION a-G PAINTING AND FIN15HING SCOPE: PROVIDE PAINTING WORK AS INDICATED AND SPECIFIED, SECTION IO-A GENERAL SPECIALTIES COMPLETE INCLUDING PREPARATION OF 5URFAGE5 OTHER THAN THOSE 50OPE: FURNISH AND INSTALL COMPLETE IN WORKING ORDER THE THAT ARE FACTORY PRIMED. ITEMS INDICATED ON THE DRAWIN65 AND AS 5PECIFIED HEREIN. WORKMANSHIP: THE GENERAL CONTRACTOR TO VERIFY COMPATIBILITY OF ALL ADJACENT FIN15H MATERIALS WITH ALL SELECTED FIXTURES AND A. EACH GOAT SHALL BE UNIFORMLY APPLIED, WELL BRUSHED OUT APPLIANCES. ALL FIXTURES AND APPLIANCES TO BE CE0 AND FREE OF BRUSH MARKS, RUNS, SA65 OR SKIPS. CERTIFIED, B. PAINT FIN15HE5 SHALL BE CUT SHARPLY TO LINE, PROTECT BATH $ PLUMBING ACCESSORIES: ADJACENT SURFACES. A. WATER CL05ET: lb GAL. STANDARD. ( LOW FLOW), A5 SELECTED C. MIX AND APPLY PAINT AND STAINS IN ACCORDANCE WITH THE BY OWNER. MANUFAGTURER'5 IN5TRUCTION5. B. LAVATORY: VITREOUS, AS 5FLFCTED BY OWNER. D. HARDWARE SHALL BE MASKED OR REMOVE PRIOR TO PAINTING OR C. TUB/SHOWER COMBINATION: AS SELECTED BY OWNER, 32 inch X 5TAININ65. 60 inch PRE55ED STEEL, TUB/SHOWER WITH ROD: CERAMIC TILE WALLS TO HEIGHT INDICATED ON INTERIOR ELEVATIONS, E. SUBCONTRACTOR WILL BE RESPONSIBLE FOR ANY DAMAGE MINIMUM 12 inch ABOVE DRAIN. RESULTING FROM OVERSPRAY, AND ALL NECE55ARY GLEAN -UP. D. TUB: A5 SELECTED BY OWNER 42 inch X 60 inch PRESSED F. 5EMI-61-055 PAINT TO BE ROLLER OR BRUSH APPLIED. STEEL, OVAL TUB WITH TEMPERED, ROD: CERAMIC TILE TO HEIGHT INDICATED ON INTERIOR ELEVATIONS. PREPARATION OF SURFACES: E. SHOWER FNGL05URE: SIZE A5 INDICATED ON DRAWING5. A. SURFACES SHALL BE CLEAN AND DRY, AND IN 5UITA5LF CERAMIC TILE SHOWER STALL OVER WATERPROOF MEMBRANE AlTi CONDITION FOR FINISH SPECIFIED. REMOVE ALL OIL, GREASE, FLOOR TO SLOPE TOWARD5 FLOOR DRAIN WITH TEMPERED, BOND BREAKING AGENTS, DUST, MILL SCALE AND SHATTERPROOF GLAS5 ENCL05URE: CERAMIC, TILE WALL5 TO EFFLORE5CENCE, HEIGHT INDICATED ON INTERIOR ELEVATIONS, MINIMUM 72 inch ABOVE DRAIN. FRAME AS SELECTED BY OWNER, MINIMUM 72 B. CRACKS, HOLES, AND KNOTS SHALL BE FILLED, SANDED SMOOTH, inch H16H ABOVE DRAIN. AND SEALED. WOOD SURFACES, EXCEPT RE5AWN WOOD, SHALL BE SANDED PERFECTLY SMOOTH, SANDING DUST SHALL BE F. MEDICINE CABINETS: MIRRORED DOOR, RECESS MOUNTED, TOP COMPLETELY REMOVED. AT + 72 inch. C. TRIM AND OTHER FIN15H WORK SHALL BE BACK -PAINTED PRIOR G. WATER HEATER: AS 5ELEGTED BY OWNER, 6A5, 50 GALLON, TO INSTALLATION, TO MINIMIZE INCONSISTENT 5HRINKA6E. WITH PRE55URE/TEMPERATURE RELIEF VALVE PIPED TO EXTERIOR OF BUILDING, WITH INSULATION BLANKET, ON MINIMUM 18 inch MATERIALS: HIGH PLYWOOD PLATFORM AT GARAGE, WITH PAN AND DRAIN LINE TO OUTSIDE. FUEL BURNING EQUIPMENT LOCATED IN 6ARA6E5 A. 5U5MIT L15T OF MATERIALS AND MANUFACTURERS FOR OWNER5 AND SUBJECT TO MECHANICAL DAMAGE FROM THE NORMAL AND ARCHITECTS REVIEW, VEHICULAR PATH SHALL BE PROTECTED AS INDICATED IN DRAWIN65 AND AS REQUIRED PER U.M.G. B. ALL MATERIALS SHALL BE DELIVERED TO THE 51TE IN SEALED H. 5HOWER HEAD: AS SELECTED BY OWNER, INSTALL MIN. 78 inch ORIGINAL MANUFACTURER5 CONTAINERS. ABOVE DRAIN. ( LOW FLOW) C. STAIN SHALL BE MANUFACTURED BY "OLYMPIG 5TAIN" OR OWNERS 5ELEGTED SUBSTITUTE. D. PAINT SHALL BE MANUFACTURED BY "OLYMPIC" OR OWNERS SELECTED 5U55TITUTE. COLORS: TO BE SELECTED BY THE ARCHITECT, REFER TO COLOR 5CHEDULE EXTERIOR PAINTING AND 5TAINING: A. EXTERIOR EXPOSED CONCRETE AND MASONRY: TWO COATS MASONRY PAINT. B. EXTERIOR WOOD, INCLUDING SIDING, GARAGE DOORS, RAILINGS, FA50IA, EXPOSED BEAMS, ALL TRIM, ETC., SHALL RECEIVE A MINIMUM OF ONE GOAT OF PRIMER AND ONE TO TWO GOATS FINISH, OR, AS SPECIFIED IN CONTRACT. G. F-XF05ED METAL, INCLUDING VENT PIPES, EXHAUST VENT5, HEATING AND AIR CONDITIONING UNITS, 6RILL5, ETC. TWO COATS OF PAINT OVER ONE COAT OF PRIMER. COLOR TO MATCH ADJACENT SURFACES. D. ALL EXF05ED FD6E5 OF TRIM TO BE SAME COLOR AS FACE. E. NO THINNING OF MATERIAL SHALL BE ACCEPTABLE, F. SUBCONTRACTOR SHALL SEAL ALL 51X SIDES OF ALL DOORS. G. 5TUGG0 ACCENTS PER ARGHITEGT'5 COLOR SCHEDULE, H. THE NUMBER OF GOATS NOTED ABOVE SHALL BE CONSIDERED MINIMUM, APPLY ADDITIONAL COATS IF REQUIRED TO PROVIDE FULL AND EVEN COVERAGE THROUGHOUT, I. FULLY SEAL AND PRIME ALL CUT ENDS OF W00D MEMBERS IN CONTACT WITH OTHER W00D MEMBERS. INTERIOR PAINTING AND FINISHIN(9: A. GEILIN(55 AND WALL5: 1) NOOKS, BATHROOMS AND INTERIOR SERVICE ROOMS: ONE GOAT SEALER AND ONE GOAT 5EMI-61-055 ENAMEL, UNLESS NOTED OTHERWISE. 2) ALL OTHER ROOMS. ONE GOAT SEALER AND ONE GOAT FLAT PAINT, UNLE55 NOTED OTHERWISE, FINISH HAR WARE: A Y D S SELECTED 8 OWNER. CONTRACTOR SHALL PROVIDE A DETAILED L15T OF ALL HARDWARE, MATERIALS, MANUFACTURER AND CATALOG NUMBERS. TH15 SCHEDULE SHALL BE PREPARED BY THE HARDWARE SUPPLIER AND SUBMITTED TO THE GENERAL CONTRACTOR NOT LATER THAN 15 DAYS AFTER WINNING THE AWARD OF THE FIN15H HARDWARE CONTRACT. 5UPPLIER SHALL BE RESPONSIBLE FOR A COMPLETE JOB WHETHER OR NOT LISTED. HOUSE NUMBERS: AS SELECTED BY OWNER. ADDRESS TILES, 4 inch HIGH LETTERS ON CONTRASTING BACKGROUND. COLOR TO MATCI ACCENT TILES AS SELECTED BY ARCHITECT, REFER TO COLOR 5CHEDULE. MAILBOXES: AS SELECTED BY OWNER. FIREPLACES: ELEVATION AND 51ZE AS DETAILED BY ARCHITECT, SEE DRAWIN65. PREFABRICATED METAL FIREBOX BY MAJE5TI6 I.C.B.O. NO. NER-404 WITH I.G.B.O. APPROVED SPARK ARRESTER (OR APPROVED EQUAL). SPARK ARRESTER SHALL HAVE OPENINC75 1/2 inch OR LESS IN SIZE. INSTALLATION AND CLEARANCE TO GOMBU5TIBLE MATERIALS, PER MANUFACTURER'S REQUIREMENTS. REFER TO MF-I LISTING FOR ENERGY REQUIREMENTS. tl% •0 4 4 00 i w • 14 U 4 t 11 r: i # 00 • r • Oki rA Ail L yl W, 17 j} I t Y � • • W U 13 00 1 jw i w 11 � # t i PROJECT INF• GENERAL JOB NUMBER 202329 ■R PRAWN :*LOT D12-1-2004 SHEET TITLE GENERAL NOTES SHEET NUMBER G2 L0 c3 c� cri w 0 z w 0 N w 0 v 0 w r- N d i z mi CL F_ 0 n✓ DIVISION 11- EQUIPMENT SECTION I I A - APPL I ANGE5 AND SPECIAL EQUIPMENT MEA5UREMENT5: VERIFY ALL DIMENSIONS SHOWN ON THE DRAWIN55 BY TAKING FIELD MEASUREMENTS; PROPER FIT AND ATTACHMENT OF ALL PARTS 15 REQUIRED. NOTIFY ARCHITECT IF ANY DISCREPANCIES APPEAR. DIVISION 12 - FURNISHINGS NOT INCLUDED IN THESE SPECIFICATIONS. DIVISION 13 - SPECIAL CONSTRUCTION NOT INCLUDED IN THESE SPECIFICATIONS. NOT INCLUDED IN THESE SPECIFICATIONS. DIVISION 15 - MECHANICAL 5BGTION I5-A fCATING 5GOPE: SUPPLY ALL LABOR, TRANSPORTATION, MATERIALS, ETC., FOR INSTALLATION OF A COMPLETE HEATING AND AIR CONDITIONING SYSTEM TO OPERATE ACCORDING TO THE BEST PRACTICES OF THE TRADE INCLUDING, BUT NOT LIMITED TO: MECHANICAL UNITS, DUCTS, RE6ISTER5, CATWALKS, GRILLE5, BOOTS, VENT PIPES, DAMPERS, COMBUSTION AIR, FANS, VENTILATORS, REFRIGERANT LINES, REFRIGERANT, ETC,. ALL MATERIALS, WORK, ETC., TO COMPLY WITH ALL REQUIREMENTS OF ALL LEGALLY CONSTITUTED PUBLIC AUTHORITIES HAYING JURISDICTION INCLUDING ALL COUNTY AND STATE ORDINANCES. FURNISH AND INSTALL ALL EQUIPMENT COMPLETE AND OPERABLE. VERIFY ALL MATERIAL AND INSTALLATION REQUIREMENTS AND LIMITATIONS AT FIRE AND SOUND ASSEMBLIES. " ALL DUCTS SHALL BE SCALED WITH APPROVED MA5TIG5, TAPES, TO PROVIDE A 5UB5TANCIALLY AIRTIGHT SYSTEM. MAXIMUM DUCT LEAKAGE , BOTH SUPPLY AND RETURN , SHALL NOT EXCEED (b PERCENT OF THE RATED GFM VOLUME , AS MEA5URED USING A DUCT BLASTER AT 5OP5. PRE55URE" INSTALLATION: A. FURNACE TO BE INSTALLED IN ATTIC AS REQUIRED BY THE U.M.C. B. AN ATTIC FURNACE SHALL COMPLY WITH SECTION 705 OF THE U.M.C. AND THE FOLLOWIN(5: 1) PROVIDE REQUIRED CLEARANCES FOR DUCT WORK AND TO COMBUSTIBLES. 2) PROVIDE MINIMUM 30 inch X 30 inch ATTIC ACCESS OPENING AND PA55A6EWAY CONTINUOUS TO THE FURNACE AND ITS CONTROLS. A 22 inch X 30 Inch ACCESS OPENING MAY BE USED PROVIDED THE LARGEST PIECE OF EQUIPMENT CAN BE REMOVED THROUGH THE OPENIN(5. 3) PROVIDE AN UNOBSTRUCTED CONTINUOUS SOLID FLOOR PAS5A6EWAY NOT LE55 THAN 24 Inch WIDE NOT TO EXCEED 20' FROM THE ATTIC ACCE55 OPENING TO THE FURNACE. 4) PROVIDE A LEVEL WORKING PLATFORM 30 inch DEEP IN FRONT OF THE ENTIRE FIREBOX 51DE OF THE FURNACE AND TO ALL SERVICEABLE CONTROLS, FILTERS ETC. 5) PROVIDE A PERMANENT ELECTRIC OUTLET AND 5WITCHED LIGHT FIXTURE. C. NO ALTERATIONS TO THE STRUCTURAL FRAME, DIAPHRAGHMS, CONNECTIONS OR SHEAR PANELS SHALL BE MADE WHICH WOULD COMPRISE THE DE516NED STRUCTURAL INTEGRITY OF SUCH ELEMENTS WITHOUT PRIOR WRITTEN APPROVAL FORM THE STRUCTURAL ENGINEER. D. FUEL BURNING EQUIPMENT LOCATE DIN GARA5E5 AND SUBJECT TO MECHANICAL DAMAGE FROM THE NORMAL VEHICULAR PATH SHALL BE PROTECTED AS INDICATED IN DRAWIN55 AND AS REQUIRED BY U.M.G. E. PROVIDE H15H AND LOW COMBUSTION AIR IN ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS AND THE U.M.C. F. DUCTS PIERCING WALL BETWEEN HOUSE LIVING AREA AND GARAGE SHALL BE 2b GA G.I. MATERIAL IN THE GARAGE SEALED AT THE E05E5 AND NO OPENIN65 INTO THE GARAGE. SEC. 302.4. MATERIALS: A. DUCTS: CONSTRUCTED, INSTALLED AND INSULATED PER CHAPTER b, U.M.G. B. DAMPERS: PROVIDE APPROVED AUTOMATIC FIRE DAMPERS OR MINIMUM 26 5AU5E CORRO51ON RE515TANT METAL MATERIAL WITH SEATED EDGE5 AT ALL DUCTWORK PENETRATING FIRE RATED WALLS, FLOORS OR CEILIN55 AS REQUIRED AND ALLOWED BY THE U.M.C. ALL FAN 5Y5TEM5 EXHAUSTING AIR FROM THE BUILDINS ENVELOPE TO THE OUTSIDE SHALL BE PROVIDED WITH BACKDRAFT DAMPERS. FIRE DAMPERS SHALL BE INSTALLED IN ACCORDANCE W/ THEIR 1-15TIN65. CALCULATIONS AND DRAWINGS: CONTRACTOR TO SUPPLY AND SUBMIT TO THE BUILDINS DEPARTMENT, CALCULATIONS AND DRAWINGS FOR APPROVAL. SUBMIT ONE (1) SET TO THE ARCHITECT FOR REVIEW FOR CONFORMANCE WITH THE VISUAL DE515N CONCEPT PRIOR TO COMMENCING WORK. EQUIPMENT SHALL COMPLY WITH STATE ENERGY REQUIREMENTS FOR EFFICIENCY. DUCT WORK "R" VALUE SHALL AL50 COMPLY WITH STATE ENERGY REQUIREMENTS. SECTION 15-B PLUMBING 5COPE: SUPPLY ALL LABOR, TRANSPORTATION, MATERIALS, ETC., FOR INSTALLATION OF COMPLETE PLUMBING SYSTEM TO OPERATE ACCORDING TO THE BEST PRACTICES OF THE TRADE AND INCLUDING, BUT NOT LIMITED TO FIXTURES, HOT AND COLD WATER PIPINS, EXHAUST FLUES, GOMBU5TION AIR, 5A5 PIPINS, LO5 L15HTER5, DRAINS, 501L AND .VENT PIPINS, HOT WATER HEATERS, PIPE INSULATION, METERS, VALVES, VAULTS, ETC. ALL MATERIALS, WORK, ETC., TO COMPLY WITH ALL REQUIREMENTS OF ALL LEGALLY CONSTITUTED PUBLIC AUTHORITIES HAVING JURISDICTION INGLUDINS ALL COUNTY AND STATE ORDINANCE5. FURNISH AND INSTALL PLUMBING WORK COMPLETE AND OPERABLE, INCLUDING TRENCHING AND BACKFILLINS. VERIFY ALL MATERIAL AND INSTALLATION REQUIREMENTS AND LIMITATIONS AT FIRE AND SOUND ASSEMBLIES. VIVI51AN 15 - (c,.ontinued ) INSTALLATION: A. ROUGHING -IN SHALL BE COMPLETED, TESTED AND INSPECTED AS REQUIRED BY CODE BEFORE CLOSING -IN WITH OTHER YVORK. B. OPENIN65 IN PIPES, DRAINS, AND FITTIN55 SHALL BE KEPT COVERED DURING CONSTRUCTION. C. PROVIDE SOLID BAGKINS FOR 5EGURING FIXTURES. ALL FIXTURES TO BE SET LEVEL. D. PROVIDE CLEANOUT5 AT ENDS OF ALL LINES AND WHERE REQUIRED BY CODES. E. COPPER TUBING SHALL BE FULLY SWEATED TO FITTIN55. ALL COPPER PIPE CONNECTIONS TO FERROUS PIPING SHALL BE MADE WITH DIELECTRIC COUPLING OR ISOLATION FLANGE5. F. BLACK IRON AND SALVANIZED STEEL PIPE JOINT5 SHALL BE MADE WITH APPROVED PIPE THREAD COMPOUND, G. PROVIDE 5HUT-OFF VALVES AT EACH FIXTURE, H. PROVIDE CONDENSATE LINE AT EACH F.A.U. LOCATION, PROVIDE PRIMARY 4 SECONDARY CONDENSATE LINE TO AN APPROVED RAINAGE RECEPTACLE AT ATTIC F.A.U. LOCATIONS. J. 150LATE ALL PIPINS FROM STRUCTURE WITH FIBER PADDING AND AT ALL PENETRATIONS WITH ELASTIC CAULKING OR SOUND ISOLATORS. K. ALL VENTS TO LEAD TO OUT5IDF AIR, WHERE POSSIBLE, LOCATE ALL ROOF VENTS TO REAR SIDE OR RIDGE5. L. ALL HORIZONTAL A.B.5. PIPING SHALL BE HUNG WITH APPROVED HAN5ER5 AT 4' 0" ON CENTER MAXIMUM AND SPACED TO PERMIT EXFAN51ON AND CONTRACTION WITHOUT HITTING ADJOINING PIPE. VERTICAL PIPING SHALL BE SUPPORTED AT S' 0 inch ON CENTER WITH WROUGHT STEEL "U" STRAPS SECURELY FASTENED TO BUILDINS FRAME. M. PROVIDE AIR CHAMBERS AT LAVATORY, D15HWA5HER AND CLOTHES WASHER WATER CONNECTIONS. SET VERTICALLY AS CLOSE TO FIXTURE AS POSSIBLE. N. PROVIDE 3/4 inch TEE FOR IRRIGATION AT MAIN 5HUT-OFF. 0. PROVIDE WATER HEATER SEISMIC RESTRAINTS AS REQUIRED BY LOCAL CODE. P. NO ALTERATIONS TO THE STRUCTURAL FRAME, DIAPHRA6M5, CONNECTIONS OR SHEAR PANELS SHALL BE MADE WHICH WOULD COMPROMISE THE DE515NED STRUCTURAL INTEGRITY OF SUCH ELEMENTS WITHOUT PRIOR WRITTEN APPROVAL FROM THE STRUCTURAL ENGINEER. MATERIALS: A. CORROSIVE PROPERTIES OF 501L: FOLLOW ALL RECOMMENDATIONS IN THE FINAL SOILS REPORT FOR ALL MATERIALS PLACED WITHIN OR IN PROXIMITY OF 501L AS NECESSARY. B. WA5TE AND 501L PIPE: SERVICE WEIGHT, CAST IRON NO -HUB AT FIRST FLOOR OF A TWO-STORY UNIT, A.B.5. WITH A.B.5. SOLVENT ALL OTHER AREAS. C. VITRIFIED CLAY PIPE: FIRST GRADE, SALT GLAZED; CONFORM WITH A.5.T.M. 013; OUTSIDE AND WITHIN 50" OF BUILDING. D. CLEANOUTS: OWNER SELECTED SUBSTITUTE. E. DOMESTIC WATER PIPINS: TYPE "L" OR "K" COPPER TUBIN5 BELOW 5RADE AND SLAB - VERIFY WITH 501L COMPATIBILITY; ALL OTHER COPPER TUBING SHALL BE TYPE "M". FITTIN55 - WROUSHT COPPER OR CAST BRONZE. USE NO -LEAD SOLDER. F. DIELECTRIC INSULATORS: EPCA TYPE TX" "FE" OR "5X" DIELETRIC UNIONS. 5. VENT PIPING: AB5 02661-65. H. VALVES, 5TOPS, CLOCKS: OWNER SELECTED SUBSTITUTE. 1. ROOF FLASHIN65: SEE SECTION 15, J. FIXTURES AND FITTIN55: SEE SECTION 10. K. PROVIDE RECE55EP FAUCET BOX AT WA5HER. L. DRAINS: 51ZED AS REQUIRED. PROVIDE OVERFLOW5 AS INDICATED ON DRAWINGS AND AS NECESSARY. M. AIR CHAMBERS AT EACH END OF HEADER5, 5HALL BE 3b inch LON5, ONE PIPE 51ZF LARGER THAN HEADER. INDIVIDUAL CHAMBERS SHALL BE 15 inch LONG, ONE PIPE 51ZE LARGER THAN BRANCH TO FIXTURE. N. WATERHEATERS SHALL CONFORM TO STATE ENERGY REGULATION5 AND SHALL BE CEO LISTED. 0. WATERHEATER5 OVER 4' FEET H16H WITH NON -RIGID WATER CONNECTIONS SHALL BE SECURED TO RF515T EARTHQUAKES, PER U.M.C. REQUIREMENTS. CALCULATIONS AND DRAWIN55: CONTRACTOR TO SUPPLY AND SUBMIT TO THE BUILDING DEPARTMENT LOAD CALCULATIONS AND DRAWIN55 FOR APPROVAL PRIOR TO COMMENCING WORK. SUBMIT ONE (1) SET TO THE ARCHITECT FOR REVIEW FOR CONFORMANCE WITH THE V15UAL DE516N CONCEPT PRIOR TO COMMENCING WORK. METERS: VERIFY ALL REQUIREMENTS WITH GOVERNING UTILITY COMPANY. SECTION 16-A ELECTRICAL ELECTRICAL SYSTEM LAYOUTS ARE GENERALLY DIAGRAMMATIC, LOCATION OF OUTLETS AND EQUIPMENT 15 APPROXIMATE. EXACT ROUTING OF WIRING, LOCATIONS OF OUTLET TO BE GOVERNED BY STRUCTURAL CONDITIONS AND CONSTRUCTIONS. WIRING FOR EQUIPMENT REQUIRING MAINTENANCE AND INSPECTION TO BE READILY AGCE551BLE. SCOPE: SUPPLY ALL LABOR, TRANSPORTATION, MATERIALS, ETC., FOR INSTALLATION OF COMPLETE ELECTRICAL 5Y5TEM TO OPERATE ACCORDING TO THE BEST PRACTICES OF THE TRADE AND INCLUDING, BUT NOT LIMITED TO FIXTURES, APPLIANCES, WIRING, 5WITCHE5, OUTLETS, TELEVISION JACKS, SERVICES, GROUNDS, TEMPORARY POWER, JUNCTION BOXES, CONDUIT, 5UBPANEL5, ETC. ALL WORK, MATERIALS, ETC. TO COMPLY WITH ALL REQUIREMENTS OF ALL LEGALLY CONSTITUTED AUTHORITIES HAVING JURISDICTION INCLUDING ALL COUNTY AND STATE ORDINANCES, FURNISH AND INSTALL ELECTRICAL WORK COMPLETE AND OPERABLE. VERIFY ALL MATERIAL AND INSTALLATION REQUIREMENTS AND LIMITATIONS AT FIRE AND SOUND ASSEMBLIES. STANDARDS: ELECTRCAL 5ERVIGE5: UNDERGROUND. THE 5ERVIN67 UTILITY WILL PROVIDE AND INSTALL ALL PRIMARY AND SECONDARY SERVICE RAGEWAY5 AND CONDUCTORS INCLUDING TRANSFORMER PADS AND CONNECTIONS TO THE LINE SIDE OF ALL BUILDING MAIN DISCONNECTS. RACEWAYS, 51ZE12 AS DE5I6NATED BY THE SERVICE UTILITY, SHALL BE PROVIDED BY THE ELECTRICAL CONTRACTOR FROM EACH BUILDING MAIN 015CONNECT TO THE EXTERIOR BUILDINS LINE FOR CONTINUATION BY THE 5ERVICING UTILITY. WORK AND EQUIPMENT SHALL BE IN ACCORDANCE WITH THE BEST PRACTICES OF THE TRADE AND CONFORM TO ALL LOCAL GOVERNING AGENCIE5. MATERIALS AND EQUIPMENT SHALL BE U.L. APPROVED. CORROSIVE PROPERTIES OF 501L: FOLLOW ALL RECOMMENDATIONS IN THE FINAL SOILS REPORT FOR ALL MATERIALS PLACED WITHIN OR IN PROXIMITY OF 501L A5 NECESSARY. SHOULD A CONFLICT AR15E BETWEEN THIS SPECIFICATION, THE DRAWINGS OR ANOTHER ELECTRICAL SPECIFICATION ISSUED AS A PART OF THESE DOCUMENTS, THE MORE 5TRIN5ENT SHALL PREVAIL. INSTALLATION: A.PROVIDE SEPARATE CIRCUITS EACH FOR , WASHER, DRYER, F.A.U. B.SWITGHED OUTLETS SHALL BE 1/2 HOT, G.BATHROOM AND SERVICE ROOM FANS: WHERE PERMITTED BY GORE, 5WITCH FANS SEPARATELY FROM LIGHT. PROVIDE EXHAUST FANS AT AREAS WITH TUBS AND/OR 5HOWERS WITH MINIMUM FIVE COMPLETE AIR CHANSES PER HOUR WHERE NATURAL VENTILATION DOES NOT OCCUR. AT AREAS WITH LAVATORIES AND TOILETS WHERE NATURAL VENTILATION DOES NOT OCCUR, PROVIDE A RECIRCULATING FAN PER GORE REQUIREMENTS MINIMUM - EXHAUST FAN TO OUTSIDE AIR PREFERRED. ALL EXHAUST VENTS TO LEAD TO OUTSIDE AIR AND BE 3' 0" MINIMUM FROM ANY OPENING PER SECTION 1203.3 U.B.C. D.ALL EQUIPMENT INSTALLED OUTDOORS AND EXPOSED TO WEATHER SHALL BE WEATHERPROOF. E.PROVIDE GROUND FAULT CIRCUIT INTERRUPTERS, G.F.I., AT ALL BATHS, GARAGES, OUTDOOR AND NET AREA OUTLETS. F.PROVIDE LOW VOLTAGE STUB OUT FOR HOUSE NUMBERS IF LOCAL CODE REQUIRES ILLUMINATION. G. BATHROOM LIGHTING SHALL BE IN ACCORDANCE WITH STATE ENERGY MANDATORY REQUIREMENTS. H. EACH CONDUCTOR OF EVERY 5Y5TEM SHALL BE PERMANENTLY TAGGED IN COMPLIANCE WITH 0.5.H.A. I. ALL CONDUIT SHALL BE INSTALLED CONGEALED WHERE PHYSICALLY POSSIBLE. ALL EXR05ED CONDUIT SHALL BE INTERMEDIATE METAL CONDUIT OR E.M.T. AND INSTALLED PARALLEL TO OR AT RIGHT AN5LE5 WITH THE BUILDING WALLS. IF VIEWED BY THE PUBLIC, PAINT TO MATCH SURFACE TO WHICH IT 15 ATTACHED J. THE COMPLETE ELECTRICAL 5Y5TEM SHALL BE GROUNDED IN ACCORDANCE WITH THE PRESENTLY ADOPTED EDITION OF THE N.E.G., ART. #250. K. PENETRATIONS TO FIRE -RATED MATERIALS SHALL BE RESTORED TO EQUAL RATING AS REQUIRED BY LOCAL ENFORCING AGENCY. FLAME SEAL AS MANUFACTURED BY NELSON ELECTRIC OR APPROVED EQUAL. ALL ELECTRICAL SYSTEM CONDUCTORS SHALL BE INSTALLED IN APPROVED RACEWAYS. NON-METALLIC, SHEATHED GABLE "ROMEX" 15 NOT APPROVED FOR PENETRATIONS OF FIRE RATED ASSEMBLIES. L. USE ONLY COMPETENT AND SKILLED PER50NNEL AND PERFORM ALL WORK, INGLUDINS AESTHETIC AS WELL AS ELECTRICAL AND MECHANICAL ASPECTS TO STANDARDS CONSISTENT WITH THE BEST PRACTICES OF THE TRADE. M. ALL CONDUIT ONLY INSTALLATIONS SHALL HAVE A PULL WIRE OR ROPE. N. NO ALTERATIONS TO THE STRUCTURAL FRAME, DIAPHRAGMS, CONNECTIONS OR SHEAR PANELS SHALL BE MADE WHICH WOULD COMPROM15E THE DE5I65NED STRUCTURAL INTEGRITY OF SUCH ELEMENTS WITHOUT PRIOR WRITTEN APPROVAL FROM THE STRUCTURAL ENGINEER. INSTALLATION HEIGHTS: ALL HEIGHT5 GIVEN ARE TO BOTTOM OF FIXTURE OR OUTLET. HEIGHT5 TO MEET ALL APPLICABLE 015ABLED/AGCE5515ILITY REQUIREMENTS. A. EXTERIOR LIGHT FIXTURES TO BE +12 inch FROM FIN15H FLOOR UNLE55 NOTED OTHERWI5E. S. TYPICAL WALL OUTLETS TO BE +12 Inch FROM FIN15H FLOOR. C. TYPICAL WALL 5WITGHE5 TO BE +36 inch FROM FIN15H FLOOR. D. E. ABOVE -COUNTER OUTLETS AT BATH TO BE +55 inch FROM FINISH FLOOR. F. VIV151©N Ib - (continued) G. SMOKE DETECTORS LOCATED PER MANUFACTURERS REQUIREMENTS. H. DOOR CHIMES LOCATED WITHIN 12 inch OF CEILING. I. PUSH 13UTTON5 TO BE +56 inch FROM FIN15H FLOOR. J. ABOVE -COUNTER OUTLETS AT LINEN OR OTHER MISCELLANEOUS COUNTERS TO BE +44 inch FROM FINISH FLOOR, K. OUTLETS AT SERVICE AREAS TO BE +4,5 inch FROM FIN15H FLOOR. L. THERM05TAT5 TO BE AT +60 inch FROM FIN15H FLOOR. M. N. LIGHT BARS IN BATHROOMS TO BE +54 inch FROM FIN15H FLOOR, WHEN THEY OCCUR. 0. STEP LI5HT5 TO BE +b inch ABOVE SKIRT BOARD, WHEN THEY OCCUR. P. REFER TO LAND50APE DRAWIN55 FOR ALL COMMON AREA WALL5 AND EXTERIOR LIGHTING SURROUNDING BUILDING NOT INDICATED. VERIFY AND LOCATE: ALL OUTLETS PRIOR TO INSTALLATION OF GYP5UM WALLBOARD. LOCATE ALL 5WITGHE5 AND FIXTURES FROM FINISHED FLOOR PER ELECTRICAL PLANS AND NOTES. MATERIALS: A. 5WITGHE5: 51LENT TYPE, B. INTERIOR OUTLETS: DUPLEX TYPE, 15A, 125 VOLT. G. EXTERIOR OUTLETS: 51NGLE WEATHERPROOF TYPE, 5.F.1, D. OUTLETS AND PULL BOXES: SALVANIZED OR SHEARARDIZED. E. PANEL BOXES: CIRCUIT BREAKER TYPE, RECE55ED FLUSH MOUNTED, SALVANIZED AND PRIME COATED WITH LATCH. PROVIDE TYPEWRITTEN CARD IDENTIFYING CIRCUITS. F. CONDUIT, GABLE, WIRE: PER PRESENTLY ADOPTED EDITION OF THE N.E.G. G. FLUORESCENT TUBES AND BUL55: FULL SPECTRUM 350OK. H. RECESSED INCANDE5GENT LIGHT FIXTURES: IN THE PROXIMITY OF ATTIC, CEILING OR FLOOR INSULATION SHALL BE I.G. TYPE. 1. ALL MATERIALS SHALL BE NEW AND OF THE SAME MANUFACTURER FOR EACH GLASS OR GROUP OF EQUIPMENT. MATERIALS SHALL BE L15TE12 AND APPROVED BY UNDERWRITER'S LABORATORIES AND SHALL BEAR THE INSPECTION LABEL WHERE SUBJECT TO SUCH APPROVAL. MATERIALS SHALL MEET WITH THE APPROVAL OF THE PIV151ON OF INDUSTRIAL SAFETY AND ALL GOVERNING BODIES HAVING JURISDICTION. MATERIALS SHALL BE MANUFACTURED IN ACCORDANCE WITH APPLICABLE STANDARDS ESTABLISHED BY A.N.5.1., U.L., N.E.M.A. AND N.B.F.U. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. J. CONDUCTORS SHALL BE CODE GRADE, b00 VOLT CLASS, COPPER, MARKED 24 inch ALONE IT'S LENGTH SHOWING MANUFACTURER'S NAME, MAXIMUM ALLOWABLE VOLTAGE AND SIZE. CONDUCTORS SHALL BE TYPE "THWN" - WET. DELIVER THE WIRE TO THE 51TE IN UNBROKEN PACKAGES. SEE NOTE "%l K. IF ALUMINUM FEEDER CONDUCTORS ARE APPROVED FOR 5U55TITUTION, COPPER ONLY WITHIN UNITS, AND INSTALLED, FINAL CONNECTIONS TO VIBRATING EQUIPMENT SHALL BE COPPER ONLY AND ALL ALUMINUM TERMINATIONS SHALL BE MADE U51NG A "HYPRE55" TOOL OR OTHER MANUFACTURER'S RECOMMENDATIONS. PROVIDE ANTI -OXIDE COMPOUND ON ALL ALUMINUM TERMINATIONS. NO ALUMINUM CONDUCTOR SMALLER THAN #4 AWE. HOUSE SERVICE: SIZE PER REQUIREMENTS, MINIMUM 125A, I inch PIA., 3 W SERVICE. GOLOR5 AND DE516N: A. 5WITCH PLATES, COVERS, ETC.: AS SELECTED BY OWNER. B. FIXTURES: AS 5171ECTED BY OWNER. FIRE WARNiN5 SYSTEM: SMOKE DETECTORS AND ALARM SYSTEM SHALL BE HARD -WIRED WITH BATTERY BACK-UP POWER AND LOW BATTERY 515NAL AND INSTALLED AS REQUIRED BY U.B.G. - SECTION 310.1.1 DETECTORS SHALL BE PLACED IN CORRIDORS, ADJACENT ROOMS AND SLEEPING ROOMS - PER MANUFACTURER'5 RECOMMENDATIONS. DETECTORS SHALL BE PLACED IN CL05E PROXIMITY TO STAIRWAY WHEN BEDROOMS ARE LOCATED ON UPPER FLOOR. ALL DETECTORS SHALL BE INTERCONNECTED TO SOUND A SIMULTANEOUS ALARM AUDIBLE IN ALL 5LEEFIN6 AREAS OF THE DWELLING UNIT. METERS: VERIFY ALL REQUIREMENT5 WITH GOVERNING UTILITY COMPANY. ELECTRICAL PLANS AND CALCULATIONS: SHALL BE DRAWN AND SUBMITTED BY THE ELECTRICAL SUBCONTRACTOR TO THE BUILDINS DEPARTMENT FOR APPROVAL. SUBMIT ONE (1) SET TO THE ARCHITECT FOR REVIEW FOR CONFORMANCE WITH THE VISUAL DE515N CONCEPT. ELECTRICAL SUBCONTRACTOR SHALL COORDINATE H15 DRAWIN55 WITH THE ARCHITECTS. 17M REVISIOr JOB NUMBER 202329 IWRAWN BY "` OLOT ! • 004 SHEET TITLE 0 L0 LIJ 0 z N LAj 0 0 CN LLJ ry w Q l r Q a- ion 1� t t t5IDE YARD 1 t 1 t _ _ t t REAR YARD a_ FRONT YARD Q EXISTING t CONCRETE t DRIVEWAY--,. FL 62 I-o ii 1014 5. VIRLEE 5T. SITE PLAN h OL t PROPOSAL TWO BEDROOM ADDITION WITH TWO FeMOOMS, ONE 5TORY TYPE V GONSTRZTION. PLAN SQUARE FOOTAGE o (E) HOUSE 1139 sq ft f (E) GARAGE 480 sq ft NEW ADDITION 426 sq ft TOTAL (N) WITH (E) 1665 sq ft OF LOT COVERAGE: LOT SIZE: 7667 SO. FT. 40% 3067 Sty. FT. 21% - 1565 SO. FT. FOR ARCHITECTS USE ONLY - DIMENSIONS TAKEN TO FACE OF STUDS NO. DATE REVISION PROJECT INFO PLAN .: NUMBER i PROJECT Dr r DRAWN BY RC PLOT DATE: 1 2-1-2004 SHEET TITLE SITE PLAN SHEET NUMBER Aul I 4-0u Lo V cl LJ V) O z N La E-- t� v a w c0 D ry Lil ¢ z F_ n r_______________________________� I I I I I I I I I I 1 I I I ! I I I I 50ALE: 1/4'°=1`-Q" 4 r r STUD NALLl..•_i_#..,#..�_i..i_i_i..i..i.,i..i_i_i_i_i_#_i 0EM0 FLOOR PLAN NOTES DOUBLE SINK KTH 6ARBA6E DISPOSAL, STYLE BY SELECTED BY OWNER. INSTALL PER MANUF. SPECS. 2. BUILT IN DI5HWA5HER WITH AIR GAP. INSTALL PER MANUF. 5PEC5. 3. DROP -IN GOOKTOP RANGE WITH EXHAUST HOOD ABOVE, INSTALL BOTH PER MANUF. SPECS. (VENT TO 0.5.A.) 4. PROVIDE 5,11, REFRIGERATOR SPACE (PROVIDE PLUMBING RECESSED IN WALL FOR ICE MAKER) 5. 24" WIDE SPACE FOR DOUBLE OVEN, INSTALL PER MANUF. SPECIFICATIONS. SELECTED BY OWNER. 6. PENINSULA CABINETS Wl GRANITE COUNTER TOP N 12" OVERHANG MATERIALS AND 57YLE SELECTED BY OWNER. "i. LINE OF CA5INETI5HELF ABOVE (REFER TO INTERIOR ELEVATIONS) S. PROVIDE 15" MIN. SPACE FOR TRASH COMPACTOR. SEE INSTALL SPEC c1. UNDER COUNTER MICROWAVE, SELECTED BY OWNER, INSTALL PER MANUFACTURER'S SPECIFICATIONS. ( VENT TO O.S.A) 10. 42" X 60" F15ERSLA55 OVAL TUB ON IS" H1614 M015TURE RE515TANT PLATFORM 11. 102" X 42" FIBERGLAS5 TU5I5HOWER WITH WAlN5COT TO ?8-3/3" ABOVE FINISH FLOOR AND 5HOWER HEAD AT SO" A.F.P. 12. RECESSED MEDICINE CABINET (REFER TO INTERIOR ELEVATIONS) 13. SHATTER RESISTANT SHOWER ENCLOSURE -FULLY TEMPERED OR LAMINATED SAFETY GLASS 14. WASHER SPACE (PROVIDE RECESS NICHE IN WALL FOR PLUMBING AND PROVIDE WASTE LINE) 15. DRYER SPADE (VENT TO O.S.A) 16. LINE OF EXHAUST VENT 17. BACK DRAFT DAMPER IS. WATER HEATER PER UMC, - PROVIDE 5EISMIC 5TRAP5 AT POINTS WITHIN THE UPPER AND LOWER ONE-THIRD OF ITS VERTICAL DIMENSION. LOWER STRAP LOCATED TO MAINTAIN MIN. 4" D15TANCE ABOVE CONTROLS. - PLACE WIH ON IS" HIGH R161D PLATFORM. - PROVIDE P.T. RELIEF VALVE TO OUTSIDE OR APPROVED DRAIN Iq. FORCED AIR UNIT PER UMC - PROVIDE RIGID WOOD PLATFORM W/ RAG (14" MIN.) - PROVIDE CONDENSATE LINE TO DRAIN OUTSIDE OR APPROVED DRAIN - VERIFY SIZE AND CLEARANCE - PROVIDE COMBUSTION AIR AS R.EOUIRED 20. AIR CONDITIONER PAD (VARIFY SIZE WITH MANUFACTURER) 21. 15" BAR SINK PER MANUFACTURER'S SPECS. 22. PROVIDE 5/5" TYPE "X" APPROVED 6`r'PSUM BOARD AT 6ARA6E AT ALL WALLS, CEILIN65, BEAMS AND 5UPPORTIN6 MEMBERS ADJACENT TO HABITABLE AREAS. PROVIDE 2-LAYER5 AT MEMBER5 SPACED GREATER THAN 16" O.C. (REFER TO GENERAL NOTES SHEET GN4 FOR CLARIFICATION) 23A.METAL FIREPLACE (REFER TO GENERAL NOTES - DIVISION 10) 235.6A5 APPLIANCE (REFER TO GENERAL NOTES - DIVISION 10) 24. NONCOMBUSTIBLE HEARTH -MINIMUM 20" IN FRONT OF 4 12" ON EACH SIDE OF FIREPLACE OPENING 25. LAUNDRY SINK 26. LINE OF SHELF (REFER TO PLAN FOR HEIGHT) 2-7. LINE OF SOFFIT ABOVE 28. LINE OF SHELF ABOVE (REFER TO PLAN FOR HE16HT) 2a. LINEN (REFER TO INTERIOR ELEVATIONS) 50. SHELF AND POLE 51. SHELF AND DOUBLE POLE 52. 22" X 30" MIN. ATTIC ACCESS (50" X 50" MIN. WI ATTIC MTD. FAU) GAS CO. SERVICE RISER (VERIFY LOCATION WITH UTILITY 00.) 54. ELECTRIC SERVICE MAIN, PROVIDE UFER GROUND (VERIFY LOCATION WITH UTILITY COMPANY) 55. LOW WALL (REFER TO PLAN FOR HE16HT) 36. PROVIDE 5l8" TYPE "X" APPROVED 6YPSUM BOARD AT WALLS AND SOFFIT OF ENCLOSED USABLE SPACE UNDER STAIRS 3-7. RAILING - REFER TO DETAIL I1�3 55. GUARDRAIL - REFER TO DETAIL 3c(. WALL MOUNTED HANDRAIL - REFER TO DETAIL I73 40. LINE OF FLOOR ABOVE 41. LINE OF WALL BELOW 42. HAND MADE SHOWER PAN. SEE PLAN FOR SIZE, 45. DUCT CHASE 44. FIREPLACE FLUE PER UMC 45. KITCHEN ISLAND, CABINETS AND STYLE BY OWNER. 46. DEAD BOLT AT TOP AND BOTTOM OF ENTRY DOOR, AND TOP ONLY OF INTERIOR 1;)OOR5 47. CEILING BREAK 46. WATER CLOSET (MAXIMUM 1.6 SALLONS PER FLUSH) 4cf. 36" HIGH 5%. PIPE BUMPER 50. 2X(o STUDS AT BALLOON FRAME 71111' oi ii 1; m lii�� 1) ALL INTERIOR DOORS TO BE HOLLOW CORE 1 318" THK. U.N.O. (REFER TO PLAN FOR SIZE) 2) ALL GARAGE MAN DOOR5 TO BE HOLLOW CORE 13f8" THK, EXTERIOR GRADE (REFER TO PLAN FOR SIZE) 3) ALL HOUSE TO GARAGE DOORS TO BE 20 MINUTE FIRE RATED OR SOLID CORE 1 3/4" THK. WITH SELF CLOSER AND TISHT FITTING (REFER TO PLAN FOR SIZE) 4) ALL ENTRY DOOR5 AND TO BE SOLID CORE 1 3f4" THICK. (REFER TO PLAN FOR SIZE) PLAN SQUARE FOOTAGE (E) HOUSE • sq (E) GARAGE 480 NEW i • TOTAL • FOR ARCHITECTS USE ONLY - DIMENSIONS TAKEN TO FACE OF STUDS NO. DATE REVISION 0 PROJECT MGR. RAUL GASiF.{ DRAWN BY RG PLOT DATE:: 1 2-1 -2004 SHEET TITLE 4 • • s f iur Ln v W V) Z) O F N w t-- O ui O d w M d- N r d b d z d o� A err 9 c NE W FL00__R PLAN WALL FRAMING LEGEND r DEMO L� FLOOK PLAN NQThb L� E DOUBLE SINK SMITH 6ARBAGS Dl5POSAL, 5TYLP BY5�LFGTED BYI OWNER. INSTALL PER MANUF, 5PEG5. 2. BUILT IN DISHWASHER WITH AIR GAP. INSTALL PER MANUP. SPECS. 3. DROP -IN COOKTOP RANGE WITH EXHAUST HOOD ABOVE. INSTALL BOTH PER MANUP. SPECS. (VENT TO O.S.A.) 4. PROVIDE 3q" REFRIGERATOR 5PA0E (PROVIDE PLUMBING RECESSED IN WALL FOR ICE MAKER) 5. 24" WIDE SPACE FOR DOUBLE OVEN, INSTALL PER MANUF. SPECIFICATIONS. 5ELEOTED BY OWNER. 6. PENIN5ULA CABINETS W/ 6RANITE COUNTER TOP W/ 12" OVERHANG MATERIALS AND STYLE 5ELEOTED BY OWNER. I. LINE OF CABINET/SHED ABOVE (REFER TO INTERIOR ELEVATION5) 8. PROVIDE 15" MIN. SPACE FOR TRASH COMPACTOR. SEE INSTALL SPEC q. UNDER COUNTER MICROWAVE, SELECTED BY OWNER, INSTALL PER MANUFACTURER'5 SPECIFICATIONS. ( VENT TO 0.5.A.) 10. 50" X 60" CAST IRON TUB BY KOHLER OR EQUAL INSTALL PER MANUFACTURER'5 SPECIFICATIONS. 11. 102" X 42" FIBERGLA55 TUB/SHOWER WITH WAINSCOT TO -78-3/3" ABOVE FIN15H FLOOR AND SHOWER HEAD AT SO" A.F.F. 12. RECE55ED MEDICINE CABINET (REFER TO INTERIOR ELEVATIONS) 15. SHATTER RE51STANT 5HOWER ENCLOSURE -FULLY TEMPERED OR LAMINATED 5AFETY 6LA55 14. WASHER SPACE (PROVIDE RECESS NICHE IN WALL FOR PLUM5IN6 AND PROVIDE WASTE LINE) 15. DRYER SPACE (VENT TO 0.5.A.) 16. LINE OF EXHAUST VENT 17. BACK DRAFT DAMPER Ia. WATER HEATER PER UMC - PROVIDE 5E15MIG STRAPS AT POINTS WITHIN THE UPPER AND LOWER ONE-THIRD OF ITS VERTICAL DIMENSION. LOWER STRAP LOCATED TO MAINTAIN MIN. 4" DISTANCE ABOVE CONTROLS. - PLACE WIH ON 15" HIGH R16ID PLATFORM. - PROVIDE P.T. RELIEF VALVE TO OUTSIDE OR APPROVED DRAIN la. FORCED AIR UNIT PER UMC - PROVIDE RIGID WOOD PLATFORM W/ RAG (14" MIN) - PROVIDE CONDENSATE LIME TO DRAIN OUTSIDE OR APPROVED DRAIN - VERIFY 51ZE AND CLEARANCE - PROVIDE COMBUSTION AIR AS REGUIRED 20. AIR CONDITIONER PAD (VARIFY SIZE WITH MANUFACTURER) 21. 15" BAR SINK PER MANUFACTURER'S SPECS. 22. PROVIDE 5/5" TYPE "X" APPROVED GYPSUM BOARD AT GARAGE AT ALL WALLS, CEILIN65, BEAMS AND SUPPORTIN6 MEMBERS ADJACENT TO HABITABLE AREAS. PROVIDE 2-LAYER5 AT MEMBERS SPACED GREATER THAN 16" O.G. (REFER To GENERAL NOTES 5HEET 6N4 FOR CLARIFICATION) 25A.MInTAL FIREPLACE (REFER To GENERAL NOTES - DIVISION 10) 255.6A5 APPLIANCE (REFER TO GENERAL NOTES - DIVISION 10) 24. NONCOMBUSTIBLE HEARTH -MINIMUM 20" IN FRONT OF 4 12" ON EACH 51DE OF FIREPLACE OPENING 25. LAUNDRY SINK 26. LINE OF SHELF (REFER TO PLAN FOR HEIGHT) 2-7. LINE OF SOFFIT ABOVE 25. LINE OF SHELF ABOVE (REFER TO PLAN FOR HE16HT) 24f. LINEN (REFER TO INTERIOR ELEVATIONS) 50. SHELF AND POLE 51, SHELF AND DOUBLE POLE 52. 22" X 50" MIN. ATTIC ACGE55 (50`° X 50" MIN. W/ ATTIC MTD. FAU) 6A5 CO. 5ERVIGE RISER (VERIFY LOCATION WITH UTILITY CO.) 54. ELECTRIC SERVICE MAIN, PROVIDE UFER GROUND (VERIFY LOCATION WITH UTILITY COMPANY) 55. LOW WALL (REFER TO PLAN FOR HEI(SHT) 36. PROVIDE 5/8" TYPE "X" APPROVED GYPSUM BOARD AT WALL5 AND SOFFIT OF ENCLOSED USABLE SPACE UNDER STAIRS 3" t. RAILING - REFER TO DETAIL 55. GUARDRAIL - REFER To DETAIL 3q. WALL MOUNTED HANDRAIL - REFER To DETAIL ;73 40. LINE OF FLOOR ABOVE 41. LINE OF WALL BELOW 42. HAND MADE 5HOWER PAN. SEE PLAN FOR SIZE. 45. DUCT CHASE 44. FIREPLACE FLUE PER UMC 45. KITCHEN ISLAND, CABINETS AND STYLE BY OWNER. 46. DEAD BOLT AT TOP AND BOTTOM OF ENTRY DOOR, AND TOP ONLY OF INTERIOR DOORS 4i. CEILING BREAK 45, WATER CLOSET (MAXIMUM 1.6 GALLONS PER FLUSH) 4q. 56" HIGH STL. PIPE BUMPER 50. 2X6 STUD5 AT BALLOON FRAME 1) ALL INTERIOR DOORS TO BE HOLLOW CORE 13/S" THK. U.N.O. (REFER TO PLAN FOR SIZE) 2) ALL GARAGE MAN DOORS TO BE HOLLOW CORE 13/S" THK. EXTERIOR GRADE (REFER TO PLAN FOR SIZE) 3) ALL HOUSE TO 6ARA&E DOORS TO BE 20 MINUTE FIRE RATED OR 50LID CORE 1 5/4" THK. WITH 5ELF CL05ER AND TIGHT FITTING (REFER TO PLAN FOR 51ZE) 4) ALL ENTRY DOORS AND TO BE 50LID CORE 1 3/4" THICK. (REFER TO PLAN FOR SIZE) SQUARE FOOTAGII HOUSE (E) GARAGE ., NEW ADDITION TOTAL (N) WITH (E) 1555 sq ft FOR ARCHITECTS USE ONLY - DIMENSIONS TAKEN TO FACE OF STUDS NO. DATE RE VISIOP 0 E 11 PROJECT [NEC) I B NUMBER 202329 PROJECT '• PLOT DATE: 1 2-21 -200, SHEET TITLE TOTAL (N) WITH (E) 1555 sq ft FOR ARCHITECTS USE ONLY - DIMENSIONS TAKEN TO FACE OF STUDS NO. DATE RE VISIOP 0 E 11 PROJECT [NEC) I B NUMBER 202329 PROJECT '• PLOT DATE: 1 2-21 -200, SHEET TITLE \ JTILITY AND ELECTRICAL LAYOUT PLAN 0 n {-------------------------------� ! i ( , ( f { 1 iiiIT Ziy MUL0 0 110 VOLT OUTLET AT +12" ABOVE FLOOR UNO t = 110 VOLT OUTLET, 5WITCH CONTROLLED 1/2 HOT =# r 110 VOLT OUTLET, WITHIN CABINET rh 220 V 220 VOLT OUTLET ��ll 22Q V D 220 VOLT OUTLET WITH D15CONNECT V Q 110 VOLT FLOOR OUTLET WITH COVER 0 W.P. 110 VOLT WATER PROOF OUTLET WITH GFI I GFl 0 1 TWO POLE LIGHT 5WITCH AT +3b" ABOVE PLOM OU 00 t` +8"ABOVECOUNTER m 1.4 3 WAY LIGHT 5AITC4 z ! 0 N 4 WAY LIGHT SWITCH V w —�,- co tl% -- k TWO POLE LIGHT SWITCH WITH DIMMER es of 0 -Q DOOR CHIME PUSH BUTTON N 00 DOOR CHIME -{r} THERMOSTAT, VERIFY LOCATION WITH HVAG DRAWING TELEPHONE OUTLET -� TELEVISION ANTENNA JACK NO. DATE R E V I S I O r -£ - DACE MOUNTED INCANDE50ENT LIGHT FIXTURE A V.P. VAPOR PROOF RECESSED INCANDESCENT FIXTURE A HANGING INCANDESCENT LIGHT FIXTURE TRACK LIGHT FIXTURE All Ank EXHA05T FAN WITH LIGHT 4 - WALL MOUNTED INCANDESCENT LIGHT FIXTURE �- RECE55ED INCANDESCENT LIGHT FIXTURE Vic REGES5ED INCANDESCENT LIGHT FIXTURE WITH AD115TABLE FIXTUI?E EXHAUST FAN Y41TH LIGHT, SWITCHED SEPARATELY -- REGE55ED WALL MOUNTED INCANDESCENT LIGHT FIXTURE (APPROX.12" FROM FLOOR) �f Q .UNCTION BOX WITH COVER OR ADAPTOR AS REQUIRED H = = = DACE MOUNTED PUM50EW LIGHT FIXTURE SURFACE MOUNTED FLUORE50ENT LIGHT FIXTURE WALL MOUNTED FLUORESCENT LIGHT FIXTURE w 0 * RECE55ED FLUORESCENT LIGHT FIXTURE w � URECESSED EXHAUST FAN WITCH CONTROLLED COMBINATION HEATER/EXHAUST FAN z 0 C�' ! CEILING HEATER io SMOKE DETECTOR, ICBO APPROVED, CEILING MOUNTED U.N.O. SHALL BE HARD WIRED, AND INSTALLED WITH A BATTERY BACKUP 0 -- F& FUEL GAS OUTLET 0 FIREPLACE KEY VALVE (LOOSE) H05E BIBB W1TH NON -REMOVABLE TYPE BACK FLOW } PREVENTION DEVICE H05E BIBS WITH SHUT-OFF VALVE AND NON -REMOVABLE TYPE ' BACK FLOW PREVENTION DEVICE ��//•� C� ELECTRONIC, SECURITY v1 COMPUTER DATA LINE o • • 0 ILLUMINATED ADDREE55 FIXTURE -VISIBLE FROM STREET 0 AFCI 110 VOLT WATER PROOF OUTLET WITH A.F.C.I. ARC. FAULT CIRCUIT INTERRUPTER AT ALL BEDROOMS. ELECTRICAL NOTES 1. LIGHT FIXTURES IN CLOTHES CLOSET SHALL BE PLACED MINIMUM OF 24" AWAY FROM KALLS # MINIMUM OF 12" AWAY FROM CLOTHES PER NECART. 410-5(A)1, 2 2. PROVIDE MECHANICAL VENTILATION CONNECTED DIRECTLY TO THE OUTSIDE CAPABLE OF PROVIDING 5 AIR CHANGES PER HOUR IN ALL TUB AND 5HOWER AREAS IN BATHROOMS THAT DO NOT HAVE NATURAL VENTILATION S. SMOKE DETECTOR PER UBC: - 514AL. BE INSTALLED ON EACH FLOOR IN ACCORDANCE WITH MANUFACTURERS LISTING - SHALL BE MOUNTED ON THE CEILING OR KALL AT A CENTRAL POINT OR AREA GIVING ACCESS TO ROOMS USED FOR SLEEPING - SHALL BE INSTALLED IN OL05E PROXIMITY TO THE STAIRS GIVING PROJECT INFO ACCESS TO ROOMS USED FOR SLEEPING PLAN - SHALL BE HARD WIRED, AND INSTALLED W1TH A BATTERY BACKUP - SHALL 5(W AN ALARM AUDIBLE IN ALL SLEEPING AREAS WITHIN A UNIT JOB NUMBER 202329 4. PROVIDE OUTLET AND LIGHTS IN ATTICS CONTAINING FAU'S PROJECT MGR. RAUL GASTRO 5. PROVIDE CONVENIENCE OUTLET IN EACH BATHROOM AND LAUNDRY ADJACENT DRAWN BY PZ TO BASIN LOCATION. 5UGH OUTLET5 SHALL BE APPROVED GROUND FAULT CIRCUIT PROTECTED (91). OUTLET5 5HALL BE SUPPLIED BY A MINIMUM OF ONE PLOT DATE: 1 2 — 21 — 2 O O 20-AMPERE BRANCH CIRCUIT. 5UC 4 CIRCUITS SHALL HAVE NO OTHER OUTLETS. TH15 CIRCUIT MAY SERVE MORE THAN I BATHROOM. NEC.ART. 210-52 (G)(D) 4 210-8W 1, 2 SHEET TITLE b. PROVIDE AT LEAST ONE Ito VOLT SINGLE PHASE RECEPTICLE IN GARAGE 4 OUTDOORS. TH15 CIRCUIT SHALL BE GROUND FAULT CIRCUIT PROTECTED (CFI) 4 WATERPROOF WHEN EXTERIOR. NEC. ART. 210-6 (A) 2, 210 26 $ UTILITY 210-52 (F) 1. ALL KITCHEN I IOVOLT SINGLE PHASE 15 # 20 AMP RECEPTACLES ABOVE � L COUNTER TOP SURFACE SHALL BE GROUND FAULT CIRCUIT INTERRUPTED (CFI). NEC.ART. 210-6 (A)5, 510-5 20 6. LAMPS USED FOR GENERAL LIGHTING FOR KITCHENS SHALL HAVE AN EFFICACY OF NOT LE55 THAN 40 LUMENS PER WATT PER T 24 2-5552(J) SHEET NUMBER q. PROVIDE 6"44" MAKE UP AIR VENT ABOVE LACY ROOM DOORS PER UMG g082 A. FOR ANCHOR BOLTS IN EXISTING CONCRETE FOOTING: USE : 5/4" 0 ALL THREADED ROD ( A67M 501) MIN. EMBED 6 5/4" INGHE ANCHORED WITH 51 N 5TRON7-TIE "SET" ADHESIVE ( LA RR 25211). HOLE 1/8" FOR 3/4" ATR, EDGE DISTANCE 13/4" MIN. L0 Q Lli v� 0 Ljj 0 Llj co r J d r Q i s F-- d cL Q0 0 a FOUNDATION PLAN EXISTING & NOTES: L'!il CONCRETE SLABS: CONCRETE SLABS SHALL BE PLACED OVER A MINIMUM OF 2" CLEAN DAMP SAND OVER 6 MIL. V15OUEEN OVER 2" GLEAN DAMP SAND. CONCRETE STOOPS: CONCRETE STOOPS SHALL. BE PROVIDED AT EACH EXTERIOR DOOR. STOOP SHALL BE A MINIMUM OF 1'-0" WIDER THAN THE DOOR 6" EACH SIDE. STOOP SHALL PROJECT A MINIMUM OF 36" IN FRONT OF DOOR OPENING. STOOP SHALL BE A MIN. OF 5-1/2" THICK. STOOP SHALL BE ATTATCHED TO HOUSE Y V # 4 REBAR5 AT 24" 010. ( MINIMUM 2 ) CONCRETE PORCHES: CONCRETE PORCHES 5HAL BE PROVIDED AT THE FRONT OR MAIN ENTRY DOOR, PORCH DIMENSIONS ARE NOTED ON PLANS. PORCH SHAD. BE A MINIMUM OF 3-1/2" THICK. PORCH SHALL BE ATTATCHED TO HOUSE W/ # 4 REBAR5 AT 24" 0/G. ( MINIMUM 2 ) EXCEPTION, WOOD PORCHE5. SEE PLAN. t". ri V-4 N 0 �0 NO. DATE REVISIOl' A DRIVEWAYS AND FLATWORK SEE CIVIL ENGINEERING DRAWING FOR DRIVEWAYS AND FL.AT10M. REFER TO GENERAL NOTES SHEET 6-1 DIV. 3 FOR FURTHER ARCHITECTURAL. CONCRETE MINIMUM REQUIRMENT5. DEPARTMENT OF PUBLIC WORKS PRIOR TO REQUESTING A FOUNDATION INSPECTION, THE EN61N OF RECORD SHALL FIELD VERIFY THE BUILDING PAD HEIGHT AND SUBMIT A LETTER TO THE CITY ENGINEER CERTIFIYING THE BUILDING PAD HEIGHT AS COMPLYING W! THE APPROVED GRADING PLAN. SHEAR SCHEDULE N A15/32" OSB APA RATED 51EATHING WITH SD NAILS AT 6"-6"-12" O.G. GOOD FOR 200 PLF. SHEAR CONNECTOR: IL TOP PLATE: USE A55 AT 16" O.G. " 0 SILL PLATE: LrpE 2-518" X 10" AB.s MIN. PER SHEAR PANEL.. � M OTHERS 5/8"1 X 10" AB s AT 36" O.C. MAX. N OVERTURNING: • USE: HD2A WITH SST516 AT EACH END OF SHEAR PANEL. 0 i A2 15132" OSB APA RATED SHEATHING ZD-X) WITH Sd NAILS AT 4"-4"-12" O.G. GOOD FOR 285 PLF. SHEAR CONNECTOR: - w u TOP PLATE: USE A35 AT 16" O.G. +� t SILL PLATE: 2-5/all� X 1O" AB.s MIN. PER SHEAR PANEL OTHERS 5/6" 1 X IO" A.B s AT 36" O.C. MAX. z 00 OVERTURNING: !+1 USE. H92A WITH 55TB16 AT EACH END OF SHEAR PANEL. 13 15/32" 055 APA RATED SHEATHING (GD-X) WITH Sd NAILS AT 4"4"-12" O.G. th [� GOOD FOR 345 PLF. w SHEAR CONNECTOR: TOP PLATE: USE A55 AT i 00.6. e • SILL PLATE: USE 6- 3/4"X _ AB.s MIN. PER SHEAR PANEL 0 '�" . • MIN. EMBED 6 5/4" W/ EPY TIE 51MP5ON "SET" LA RR 25214 r1 rd' OVERTURNING: r•j USE: HD5A WITH ATR AT EACH END OF SHEAR PANEL r ROOF DIAPHRAGM AND CHORD SPLICE USE: 1/2" 055 RATED SHEATHING (617-4110d NAIL..$ AT CHORD SPLICE: USE: 4-16d NAILS AT EACH 51DE OF PLATE SPLICE. STRUCTURAL. NOTES: WHERE ALLOWABLE SHEAR VALUE5 EXCEED 300 PLF, FOUNDATION SILL PLATES AND ALL FRAMING MEMBERS RECEIVING EDGE NAILING FROM ABUTTING PANELS SHALL NOT BE LE55 THAN A 5INGLE 3-INCH NOMINAL MEMBER AND FOUNDATION SILL PLATE5 SHALL NOT BE LESS THAN A 5INGL.E 3-INCH NOMINAL MEN IN 5HEAR WALLS YVHERE TOTAL INALL DESIGN SHEAR DOES NOT EXCEED 450 PLF, A SINGLE 2-INCH SILL PLATE MAY BE USED, PROVIDE ANCHOR BOLTS WHERE THEY ARE DESIGNED FOR A CAPACITY OF 50 PERCENT OR LE55 OF THE ALLOWABLE CAPACITY AND BOLTS HAVE A MINIMUM OF 21/2" INCH SQUARE X 1/4"INCH THICK STEEL PROJECT INFO PLATE Kk5HfERS. PLYWOOD JOINT AND SILL PLATE NAILING SHALL BE PLAN 5TAGGEREV IN ALL CASES. FRAMING AT ADJOINING PANEL E06E5 SHALL BE B-INC4 NOMINAL OR THICKER AND NAILS SHALL BE 5TA66,ERED WHERE NAILS ARE SPACED JOB NUMBER 202329 2-INCHES ON CENTER. PROJECT MGR. RML CASTRO NOTES FOR EXISTING CONCRETE FOOTING: ----'` DRAWN B Y RG FASTEN H05A HOLDOWNS TO CONCRETE WITH 5/6" INCH ALL FADED ROD ANCHORED WITH SIMPSON 5TRON6-TIE "SET" AD fVE (LA RR 2527a) PLOT DATE: 1 2 ---1 — 2 O O 4 EMBED ROD INTO EXISTING CONCRETE. ROD DIA. 5/$�DR1LL BIT VIA, 5/4" SHEET TITLE .`� FOR ANCHOR BOLTS IN EXISTING CONCRETE FOOTING: NO-CS57 USE: 3/4" 0 ALL THREADED ROD (ASTM 301) MIN. EMBED 6 3/4" INCHES, � A� WITH SI N STRONG -TIE "SET'" ADHESIVE (LA RR 252T1). ' HOLE 1/8" � FOR 3/4" ATR EDGE DISTANCE 13/4" MIN. clvlitL-FOUNDATION PLAN :l As5 A A.8 to 0 a w cn 0 s N Ld F- ry 0 0 0 w k-- M N w ¢ n ¢ 0 1 0- y L=6t-3n �J' I 4X& x : 1 l 2x6 CEILING , AT16'OC. B A T . 1 C LO. 1 BA H 1 4X6 4X 1 7 1 D1 OM BE ROOM'���° 2x6 CEILING JOISTS j AT 16' O.C. + A A.8 4X6 4X6 HA L EXISTING MST3b 4Xf0 #I BEAM M5T3b 4X8 HDR ._. . �.. — . — ...... , ,.-... . M i T I_�.111J SCALE: 1/411= 1'-0" INNING [ wAll I,111; ■ FRAMING ®ALL RESAWN • r ROUGHSAWN BEAMS ARE TO BE FREE OF -•i AND FREE OF HEART CENTER. 2. MULTI 2x JOIST (4 OR MOREL SHALL BE FASTENED TOGETHER WITH 1 /2 DIAMETER BOLTS AT 18' O.C. AND STAGGERED. 2-2x AND 3-3x JOISTS SHALL BE SPIKED TOGETHER WITH 16d NAILS AT 12" O.C. AND STAGGERED,NAILS AT BOTH SIDES FOR 3-3x JOISTS. 3. ALL METAL ANCHORS, FASTENERS AND CONNECTORS ETC. SHALL BE FROM *SIMPSON CO. OR AN APPOUED EOUAL IN STRUCTURAL DESIGN AND LOAD VALUES. 4. LUMBER: WEST COAST DOUGLAS FIR LARCH-19X MAX MOISTURE CONTENT. GRADES AS FOLLOWS: - JOIST,PLATES AND STUDS ........ NO.2 - ALL 4x BEAMS, HEADERS, ANDPOSTS.....................NO.2 - ALL 6x, 8x, AND LARGER POSTS .........................NO.1 - BEAMS AND HEADERS ............. NO.1 - GLUE LAMINATED BEAMS AND MICROLAMS TO BE WEST COAST DOUGLAS FIR 19 '/" MAX. MOISTURE CONTENT, INDUSTRIAL APPROVED GRADE (U.N.O. ON PLANS OR ENGINEERS CALCULATIONS). 5. ALL NAILING TO COMPLY WITH U.B.0 TABLE 23-I-Q. 6. ALL STUDS TO BE 2x4'S AT 16" O.C. UNLESS NOTED OTHERWISE. 7. ALL EXTERIOR WALLS TO BE SECURED WITH 5/8" DIA. x 10' A.B. S AT 36' O.C., U.N.O. 8" PROVIDE DOUBLE FLOOR TRUSSES BELOW ALL PARALLEL PARTITIONS. 9. SOLID BLOCK JOISTS BETWEEN WALLS AND BEARING WALLS. 10. TRUSS MANUFACTURER TO PROVIDE CALCULATIONS, SHOP DRAWINGS, DETAILS, BRIDGING AND ERECTION BRACING, AND SPECIFY TRUSS HANGERS. 11. ALL JOIST HANGERS TO BE SIMPSON 'U" HANGERS U.N.O. 12. PROVIDE FURRING AS NEEDED TO ALIGN NON -SHEAR WALLS WITH SHEAR WALLS. ALIGN WITH POST, STUDS OR BEARING WALL ABOVE, 13. ALL BEAMS TO BE SUPPORTED WITH FULL BEARING UNLESS NOTED OTHERWISE. 14. ALL ISOLATED POSTS AND BEAMS TO HAVE SIMPSON PB' S, PC' S, AND OR BC' S MINIMUM, UNLESS NOTED OTHERWISE. ALL LBEIFA TTENEDAtOH4x4DPOST AND BIMUMLDOWN ALL EXTERIOR WALLS ARE TO BE SECURE WITH 5/8' DIA.x 10" ANCHOR BOLTS AT 36" O.C. UNLESS NOTED OTHERWISE (REDHEAD WS1270 ANCHOR,ICBO #1372,MAY BE USED IN LIEU OF ANCHOR BOLTS), ALL INTERIOR WALLS TO BE SECURED WITH SHOT PINS PER CALCULATIONS GOVERN IN ALL CASES. RECOMMEND RAMSET, REDHEAD 151650, ICBO # 1280, AT 24' O.C. AT NCN - SHEARWALL. A 15/32" 055 APA RATED 5HEATHIN6 WITH 80 NAILS AT 6"-6"-12" O.C. 600D FOR 200 PLF. SHEAR CONNECTOR: TOP PLATE: USE A35 AT 16" O.G SILL PLATE: 2-5/6" � X 10" 'ABS MIN. PER SHEAR PANEL. OTHERS 5/6" TX 10" ABs AT 36" O.C. MAX. OVERTURNING: USE: H02A PIITH 55TB16 AT EACH ENV OF SHEAR PANEL. A15/32" 055 APA RATED SHEATHING (CD-X) WITH 8d NAILS AT 4"4'-12" O.C. 600D FOR 265 PLF. SHEAR CONNECTOR: TOP PLATE: USE A35 AT 16" O.C. 51LL PLATE: 2-5/6" � X 10" ABs MIN. PER 5HEAR PANEL. OTHERS 5/6"7X 10" ABs AT 56" O.G. MAX. OVERTURNING: A3 USE: HD2A WITH 55T516 AT EACH END OF SHEAR PANEL. 15132" OSB APA RATED SHEATHING (CD-X) YgITH 8d NAILS AT 4"4"-12" O.C. GOOD FOR 345 PLF. SHEAR CONNECTOR: TOP PLATE: USE A35 AT i " O.C, SILL PLATE: USE 6- 3/4"X _ ABs MIN. PER SHEAR PANEL MIN. EMBED 6 3/4°N EPXY-TIE SIMPSON 115ET" LA RR 25214 OVERTURNING: USE: HDSA WITH ATR AT EACH END OF SHEAR PANEL ROOF DIAPHRAGM AND CHORD SPLICE USE: 1/2" 0513 RATED 5HEATHIN6 (CD-X) PV8d NAILS AT 6"-6"-f2" O.G. CHORD SPLICE: U5E: 4-16d NAILS AT EACH 51DE OF PLATE SPLICE. STRUCK NOTES: INHERE ALLOWABLE SHEAR VALUES EXCEED 500 PLF, FOUNDATION SILL PLATES AND ALL FRAMING MEMBERS RECEIVIN6 EDGE NAILING FROM ABUTTING PANELS SHALL NOT BE LESS THAN A SINGLE 3-INCH NOMINAL MEMBER AND FOUNDATION SILL PLATE5 SHALL NOT BE LE55 THAN A SINGLE 3-INCH NOMINAL MEMBER. IN SHEAR KALL5 WHERE TOTAL WALL DE516N SHEAR DOES NOT EXCEED 450 PLF, A 51N6LE 2-INCH SILL PLATE MAY BE USED, PROVIDE ANCHOR BOLTS YIHERE THEY ARE DE516NED FOR A CAPACITY OF 50 SENT OR LE55 OF THE ALLOWABLE CAPACITY AND BOLT5 HAVE A MINIMUM OF 2 1/2" INCH SQUARE X 1/4"INCH THICK STEEL PLATE KA6HERS. PLYWOOD JOINT AND SILL PLATE NAILING SHALL BE 5TA66ERED IN ALL CASES. FRAMIN6 AT ADJOINING PANEL EDGES SHALL BE 3-INCH NOMINAL OR THICKER AND NAILS SHALL BE 5TA66ERED YRRE NAILS ARE SPACED 2-INCHES ON CENTER. NOTES FOR EXISTING CONCRETE FOOTING: FASTEN HV5A HOLDOWNS TO CONCRETE WITH 5/6" INCH ALL THREADED ROD ANCHORED WITH 51MPWN STRON6-TIE "SET" AD SIVE ( LA RR 25214) EMBED ROD INTO EXISTING CONCRETE. ROD DIA, 5/8 DRILL BIT VIA. 5/4" FOR ANCHOR BOLTS IN EXISTING CONCRETE FOOTING: USE : 5/4" 0 ALL THREADED ROD (ASTM 501) MIN. EMBED 6 5/4" INCHES, ANG�0 WITH 51 N STRONG -TIE "5ET" ADHESIVE ( LA RR 25274). HOLE T/8" f FOR 3/4" ATR. EDGE DISTANCE 15/4" MIN, r •• • i r - i i rii INDICATES SPAN AND DIRECTION OF CONVENTIONAL FRAMING INDICATES SPAN AND DIRECTION OF CEILING JOISTS INDICATES SPAN AND DIRECTION OF FLOOR JOISTS INDICATES r' CEILING AREA F7/77MOR INDICATES SOFFIT SHELF INDICATES SOFFIT AND SHELF INDICATES CALIFORNI• FRAMING r • RING WALL INDICATES FL •SLOPE 18. ALL CONVENTIONAL FRAMED PORTIONS OF STRUCTURE ARE TO BE CONSTRUCTED PER 5�0 SECT. 2325 AND 2326 OF THE UBC, U.N.O. 0 INDICATES BEAM NUMBER 19. APPLY SHEAR WALL PRIOR TO ALL BOX -OUTS, PER STRUCTURAL CALC. FUR -OUTS, SOFFITS OR ANY OTHER FRAMING THAT MAY INTERUPT CONTINUITY OF THE PLYWOOD. INDICATES SHEAR PANEL 20. IT IS RECOMMENDED THAT LUMBER BE FREE OF HEART CENTER. 21. ALL GLUED -LAMINATED BEAMS SHALL CONTAIN )K APPLY PLYWOOD SHEAR PRIOR TO CONSTRUCTION NO CAMBER, UNLESS SPECIFICALLY NOTED OF POP -CUT OR SOFFIT OTHERWISE. 22. ROOF SHEATHING IS TO CONTINUE UNDER CALIF. FRAMING. NO. DATE REVISIOf PROJECT INFO i *mm,20i DRAWN BY RG PLOT DATE: 12-21-200, SHEET TITLE FLOOR FRAMING PLAN SHEET NUMBER Am6 :n c) 0 Li o z N w ry 0 0 0 Ld �r N J 0 i v i s cL. A15/32" 05B APA RATED SHEATHIN6 WITH 8D NAILS AT 64-6"-12" O.G. 6000 FOR 200 PLF. SHEAR CONNECTOR: TOP PLATE: USE A35 AT 16" O.G. SILL PLATE: 2-5/8" � X IO" ABs MIN. PER SHEAR PANEL. OTHERS 5/8" 1 X 10" AB s AT 36" O.G. MAX. OVERmING:. USE: HD2A WITH 5ST1316 AT EACH END OF SHEAR PANEL. A--15/32" 058 APA RATED SHEATHING (GD-X) YVITH ad NAILS AT 4"-4"-12" O.G. 600D FOR 285 PLF. SHEAR CONNECTOR: TOP PLATE: USE A35 AT 18" O.C. SILL PLATE: 2-5/6" � X 100 AB s MIN. PER SHEAR PANEL. OTHERS 5/6" 1 X 10" AB s AT 36" O.G. MAX. OVERTURNIN6: USE: HD2A WITH 55TBIb AT EACH END OF SHEAR PANEL. 3 5152" 05B APA RATED 5HEATHIN6 (OD-4 WITH Sd NAILS AT 4"-4"-I2" O.C. 6000 FOR 345 PLF. SHEAR CONNECTOR: TOP PLATE: USE A35 ATi " O.C. SILL PLATE: USE b- 314"X _ AB s MIN. PER SHEAR PANEL MIN. EMBED 6 5/4" W/ EPY-TIE51MF50N "SET" LA RR 252141 OVERTURNING: USE: HDSA WITH ATR AT EACH END OF SHEAR PANEL ROOF DIAPHRAGM AND CHORD SPLICE USE: 1/2" 05B RATED 5HEATHIN6 (GD-X) YV18d NAILS AT 6"-b"-12" O.G. CHORD SPLICE: USE: 4-I6d NAILS AT EACH SIDE OF PLATE SPLICE. STRUCTURAL. NOTES: WHERE ALLOWABLE SHEAR VALUES EXCEED 300 PLF, FOUNDATION SILL PLATE5 AND ALL FRAMIN6 MEMBERS REGEIVIN6 EDGE NAILIN6 FROM ABUTTING PANEL5 SHALL NOT BE LE55 THAN A 5IN6LE 3-INCH NOMINAL. MEMBER AND FOUNDATION SILL PLATES SHALL NOT BE LESS THAN A 5IN6LE 3-INCH NOMINAL.. MEMBER. IN SHEAR WALLS WHERE TOTAL WALL DESIGN SHEAR DOES NOT EXCEED 450 PLF, A 5IN6LE 2-INCH SILL PLATE MAY BE U5W, PROVIDE ANCHOR BOLTS WHERE THEY ARE DESIGNED FOR A CAPACITY OF 50 PERCENT OR LE55 OF THE ALLOWABLE CAPACITY AND BOLTS HAVE A MINIMUM OF 21/2" INCH SQUARE X 1/4"INCH THICK STEEL PLATE YVA5HERS. PLYWOOD JOINT AND SILL PLATE NAILIN6 SHALL BE 5TA66ERED IN ALL GASES. FRAMING AT ADJOININ66 PANEL E06E5 SHALL BE 3-INCH NOMINAL. OR THICKER AND NAILS SHALL BE STAGGERED MERE NAILS ARE SPACED 2-INCHES ON CENTER. NOTES FOR EXISTING CONCRETE FOOTIN6: FASTEN H05A HOLDOWNS TO CONCRETE WITH 518" INCH ALL THREADED ROD ANCHORED WITH 5IMF50N STRONG -TIE "SET" XK51VE ( LA RR 252% EMBED ROD INTO EX15TIN6 CONCRETE. ROD VIA. 5/8" DRILL BIT VIA. 5/4" FOR ANCHOR BOLTS IN EXISTING CONCRETE FOOTII+6z,: USE : 5/4" 0 ALL THREADED ROD ( ASTM 501) MIN. EMBED 6 5/4" INCHES, ANCHORED WITH 51 N STRONG -TIE "5ET" ADHESIVE ( LA RR 2527q). HOLE 1/8" � FOR 5/4" ATR. ED6E D15TANCE 15/4" MIN. IN, 3wls_pm� uj Q !iG z SCALE: 1/4"=1'-O" ❑ FRAMING NOTES ALL RESAWN AND ROUGHSAWN BEAMS ARE TO BE FREE OF GRADING STAMP LABELS AND FREE OF HEART CENTER. 2. MULTI 2x JOIST, t4 OR MORE)G SHALL BE FASTENED TOGETHER WITH 1/2 DIAMETER BOLTS AT 18" D.C. AND STAGGERED. 2-2x AND 3-3x JOISTS SHALL BE SPIKED TOGETHER WITH 16d NAILS AT 12" O.C. AND STAGGERED,NAILS AT BOTH SIDES FOR 3-3x JOISTS. 3. ALL METAL ANCHORS, FASTENERS AND CONNECTORS ETC. SHALL BE FROM *SIMPSON CO.' OR AN APPANED EQUAL IN STRUCTURAL DESIGN AND LOAD VALUES. 4. LUMBER: WEST COAST DOUGLAS FIR LARCH-19% MAX MOISTURE CONTENT. GRADES AS FOLLOWS: - JOIST,PLATES AND STUDS ........ NO.2 - ALL 4x BEAMS, HEADERS, AND POSTS.....................NO.2 - ALL 6x, 8x, AND LARGER POSTS .........................NO.1 - BEAMS AND HEADERS.............NO.1 - GLUE LAMINATED BEAMS AND MICROLAMS TO BE WEST COAST DOUGLAS FIR 19 r MAX. MOISTURE CONTENT, INDUSTRIAL APPROVED GRADE (U.N.O. ON PLANS OR ENGINEERS CALCULATIONS). 5. ALL NAILING TO COMPLY WITH U.B.0 TABLE 23-I-0. 6. ALL STUDS TO BE 2x4'S AT 16' O.C. UNLESS NOTED OTHERWISE. 7. ALL EXTERIOR WALLS TO BE SECURED WITH 5/8' DIA. x 10' A.B.' S AT 36' D.C., U.N.O. S. PROVIDE DOUBLE FLOOR TRUSSES BELOW ALL PARALLEL PARTITIONS. 9. SOLID BLOCK JOISTS BETWEEN WALLS AND BEARING WALLS. 10. TRUSS MANUFACTURER TO PROVIDE CALCULATIONS, SHOP DRAWINGS. DETAILS, BRIDGING AND ERECTION BRACING, AND SPECIFY TRUSS HANGERS. 11. ALL JOIST HANGERS TO BE SIMPSON "U' HANGERS U.N.Q. 12. PROVIDE FURRING AS NEEDED TO ALIGN NON -SHEAR WALLS WITH SHEAR WALLS. ALIGN WITH POST, STUDS OR BEARING WALL ABOVE. 13. ALL BEAMS TO BE SUPPORTED WITH FULL BEARING UNLESS NOTED OTHERWISE. 14. ALL ISOLATED POSTS AND BEAMS TO HAVE SIMPSON PB' S, PC' S, AND OR BC' S MINIMUM, UNLESS NOTED OTHERWISE. 15. ALL SIMPSON HOA HPAHD22 AND CB HOLDOWN TO BE FASTENED 'f0 4x4 POST MINIMUM. 16. ALL EXTERIOR WALLS ARE TO BE SECURE WITH 5/8' DIA.x 10' ANCHOR BOLTS AT 36" O.C. UNLESS NOTED OTHERWISE (REDHEAD WS1270 ANCHOR,ICBO #1372,MAY BE USED IN LIEU OF ANCHOR BOLTS). 17. ALL INTERIOR WALLS TO BE SECURED WITH SHOT PINS PER CALCULATIONS GOVERN IN ALL CASES. RECOMMEND RAMSET, REDHEAD 15165D, ICBO # 1280, AT 24' O.C. AT NON - SHEARWALL. 18. ALL CONVENTIONAL FRAMED PORTIONS OF STRUCTURE ARE TO BE CONSTRUCTED PER SECT. 2325 AND 2326 OF THE UBC, U.N.Q. 13. APPLY SHEAR WALL PRIOR TO ALL BOX -OUTS, FUR -OUTS, SOFFITS OR ANY OTHER FRAMING THAT MAY INTERUPT CONTINUITY OF THE PLYWOOD. 20. IT IS RECOMMENDED THAT LUMBER BE FREE OF HEART CENTER. 21. ALL GLUED -LAMINATED BEAMS SHALL CONTAIN NO CAMBER, UNLESS SPECIFICALLY NOTED OTHERWISE. 22. ROOF SHEATHING IS TO CONTINUE UNDER CALIF. FRAMING. Ll �d FLRT SL�p 0 A AX r ii r I. 0 r1 loggooks r INDICATES sr AND DIRECTION OF CONVENTIONAL FRAMING INDICATES SPAN AND DIRECTION OF CEILING JOISTS INDICATES SLOPING CEILING AREA INDICATES SOFFIT OR SHELF INDICATES SOFFIT AND SHELF INDICATES CALIFORNIA FRAMING INDICATES BEARING WALL INDICATES CEILING SLOPE INDICATES BEAM NUMBER PER STRUCTURAL CALC. INDICATES SHEAR PANEL APPLY PLYWOOD SHEAR PRIOR TO CONSTRUCTION OF POP -OUT OR SOFFIT I NO. DATE REVISIO[ A PROJECT INFO PLAN JOB NUMBER 202329 PROJECT MGR. RAUL CA5TRO DRAWN BY RG PLOT DATE: 1 2-1 SHEET NUMBER Al L0 0 Li cn 0 z N W t-- O 0 W F- :'k/i J D i v Q z z F_ Q Q EXTERIOR 5T= — as R-i31N5UL: FLOOR LINE 50# FELT PAPER OVER 1/2" COX ROOF SHEATH`G OVER 2X6 RAFTERS AT I6n O,G. mg 5IMP5ON 5T22 AT 32" O.O. 30# FELT PAPER OVER 1/2" COX ROOF 5HEATR6 OVER 2X6 RAFTERS, AT I6" O.G. --i 2X6 GL`G 15T5 AT VOL. /S`" DRYS AT GEILIN65 AND WALL5 2X4 5TUD5 AT 16' O.G. BEDROOM M NEW ADDITION L SECTION: A %ALE: 1/4°=1'-0" `--- R-30 2X6 605 J5T5 TOP PLATE Nc_ INSUL, AT lb, O.G. it it EXTERIOR'— - 2X4 CONT. DBL. 5TUGG0 TOP PLATE 2X4 MID -POINT ,,• - -- BLOGKIN& R 13 INSUL. BATH BEDROOM HALL BEDROOM BEDROOM 2X4 P.T. SILL PLATE 4" GONG. SLAB FLOOR LINE NEW ADDITION EXISTING HOUSE SECTION011% B 11. FLOOR LINE FRAMING NOTES [:] [9 ALL RESAWN AND ROUGHSAWN BEAMS ARE TO BE FREE OF GRADING STAMP LABELS AND FREE OF HEART CENTER. 2. MULTI 2x JOIST, (4 OR MORE)y SHALL BE FASTENED TOGETHER WITH 1/2 DIAMETER BOLTS AT 18" O.C. AND STAGGERED. 2-2x AND 3-3x JOISTS SHALL BE SPIKED TOGETHER WITH 16d NAILS AT 12" O.C. AND STAGGERED,NAILS AT BOTH SIDES FOR 3-3x JOISTS. 3. ALL METAL ANCHORS, FASTENERS AND CON' OR°AN APPMVEDLEQUALFROM STRUCTURAL DESIGN AND LOAD VALUES. 4. LUMBER: WEST COAST DOUGLAS FIR LARCH-19% MAX MOISTURE CONTENT. GRADES AS FOLLOWS: - JOIST,PLATES AND STUDS ........ NO.2 - ALL 4x BEAMS, HEADERS, AND POSTS.....................NO.2 — ALL Gx, 8x, AND LARGER POSTS .........................NO.1 - BEAMS AND HEADERS ........... ..NO.1 - GLUE LAMINATED BEAMS AND MICROLAMS TO BE WEST COAST DOUGLAS FIR 19 % MAX. MOISTURE CONTENT, INDUSTRIAL APPROVED GRADE (U.N.O. ON PLANS OR ENGINEERS CALCULATIONS). 5. ALL NAILING TO COMPLY WITH U.B.0 TABLE 23-I-0. 6. ALL STUDS TO BE 2x4'S AT 16" O.C. UNLESS NOTED OTHERWISE. 7. ALL EXTERIOR WALLS TO BE SECURED WITH 5/8' DIA. x 10' A.B.'S AT 36" O.C., U.N.O. 8. PROVIDE DOUBLE FLOOR TRUSSES BELOW ALL PARALLEL PARTITIONS. 9. SOLID BLOCK JOISTS BETWEEN WALLS AND BEARING WALLS. 10. TRUSS MANUFACTURER TO PROVIDE CALCULATIONS, SHOP DRAWINGS, DETAILS, BRIDGING AND ERECTION BRACING, AND SPECIFY TRUSS HANGERS. 11. ALL JOIST HANGERS TO BE SIMPSON "U" HANGERS U.N.Q. 12. PROVIDE FURRING AS NEEDED TO ALIGN NON -SHEAR WALLS WITH SHEAR WALLS. ALIGN WITH POST, STUDS OR BEARING WALL ABOVE. 13. ALL BEAMS TO BE SUPPORTED WITH FULL BEARING UNLESS NOTED OTHERWISE. 14. ALL ISOLATED POSTS AND BEAMS TO HAVE SIMPSON PB' S, PC' S, AND OR BC' S MINIMUM, UNLESS NOTED OTHERWISE. 15. ALL SIMPSON HDA HPAH022 AND CB HOLDOWN TO BE FASTENED tO 4x4 POST MINIMUM. 16. ALL EXTERIOR WALLS ARE TO BE SECURE WITH 5/8' DIA.x 10" ANCHOR BOLTS AT 36" O.C. UNLESS NOTED OTHERWISE (REDHEAD WS1270 ANCHOR,ICBO #1372,MAY BE USED IN LIEU OF ANCHOR BOLTS). 17. ALL INTERIOR WALLS TO BE SECURED WITH SHOT PINS PER CALCULATIONS GOVERN IN ALL CASES. RECOMMEND RAMSET, REDHEAD 15165D, ICBO # 1280, AT 24" O.C. AT NON - SHEARWALL. 18. ALL CONVENTIONAL FRAMED PORTIONS OF STRUCTURE ARE TO BE CONSTRUCTED PER SECT. 2325 AND 2326 OF THE UBC, U.N.O. 19. APPLY SHEAR WALL PRIOR TO ALL BOX -OUTS, FUR -OUTS, SOFFITS OR ANY OTHER FRAMING THAT MAY INTERUPT CONTINUITY OF THE PLYWOOD. 20. IT IS RECOMMENDED THAT LUMBER BE FREE OF HEART CENTER. 21. ALL GLUED -LAMINATED BEAMS SHALL CONTAIN NO CAMBER, UNLESS SPECIFICALLY NOTED OTHERWISE. 22. ROOF SHEATHING IS TO CONTINUE UNDER CALIF. FRAMING. s INDICATES SPAN AND DIRECTION OF ROOF TRUSS INDICATES SPAN AND DIRECTION OF CONVENTIONAL FRAMING INDICATES SPAN AND DIRECTION OF CEILING JOISTS m tod an k i' m • wSLOPING CEILING AREA INDICATES SOFFIT OR SHELF ��O�,r#4►,�1�t�t�����r►f�� INDICATES AND SHELF INDICATES CALIFORNIA FRAMING INDICATES WALL BEARING INDICATES SLOPEFLAT 5, 0 INDICATES BEAM NUMBER PER STRUCTURAL CALC. A INDICATES SHEAR PANEL APPLY PLYWOOD x PCONSTRUCTION OF POP —CUT OR SOFFIT NO. DATE RE VISIOP Z� �il PROJECT INFO PLAN JOB NUMBER 202329 PROJECT MGR. RAIIL GAMO DRAWN BY RG PLOT DATE: 1 2-1 —2004 SHEET TITLE ,.n v r) w I w N Lli ry 0 0 LLJ �r N z i a w 1 s • - 4I,I� ROOFING MATERIAL TO MATCH FXISTIN6 25 YEAR COMP. SHINGLE 0/ 30# FELT 0/ 1/2" CDX ROOF 5HEATHING m TOP PLATE TOP OF WiNDt EXTERIOR 5TUCC0 - TO MATCH EXISTING FLOOR LINE G� EXISTING HOUSE 111MlAlAuuffwl 24" 6.1. DORMER } VENTS _� } 2X6 FASCIA 1 MAT CH "� } I 12" 4" EXI5TIN6 HOUSE ltiw"W,r NEW ADDITION FLOOR LINE SCALE: 1/4"-I'-O" 2X6 FASCIA 1211 ROOFIN6 MATERIAL MATCH EXI5TING 411 TO MATCH EXI5TIN6 25 YEAR COMP. 5HINGLE 0/ 30# FELT 0/ 1/2" CDX ----- HOOF 5HEATHIN6 TOP PLATE TOP OF WINDOWS - AND DOORS it j4 EXTERIOR STUCCO TO 0 d MATCH EXISTING s, SCALE: 1/4°-1'-V" NEW ADDITION EXISTING HOUSE LEFT ELEVATION SCALE: 1/4"-i'-O" _24" 6.1. DORMER 4" 1 2X6 FASCIA I MATCH l0 TOP PLATE 1 EXISTING DI FLOOR LINE 1 1 EXISTING HOME RIGHT ELEVATION m I 12 NEW ADDITION FLOOR LINE TOP PLATE FLOOR LINE ROOFING MATERIAL TO MATCH EXISTING 25 YEAR COMP, SHINGLE 0/ 30# FELT 0/ 1/2" GDX - ROOF 5HEATHIN6 TOP PLATE TOP OF WINDOWS AND DOORS - EXTERIOR cs STUCCO TO MATCH EXISTING FLOOR LINE ON t N . 66r76 Y TVIL 4 c 1. 1/S" 5TUCCO (REFER TO 6ENERAL NOTES) 2. CONTINUOU5 6.1. 5TUCCO 5CREED (REFER TO DETAIL) 3. APPROVED SPARK ARRESTER BY FIREPLACE MFR, 4. 61 SADDLE AND FLASHIN6 5. 6.1, CHIMNEY CAP BY FIREPLACE MFR, 6. G.1. FLASHIN6 1. ROOF MATERIAL (REFER TO ROOF NOTES) S. 5TUGC0 SOFFIT OVER METAL LATH 1N16.I. DRIP 1. ATTIC VENT (REFER TO ATTIC VENT ( AL65) 10. 14" X 6" 6ARA&E VENT II. RE/5 FASCIA OR BARGE BOARD. SEE ELEVATIONS FOR SIZE. 12. RE/S TRIM. SEE ELEVATIONS FOR SIZE. 13, 5TUC00 OVER 2X TRIM 14. POT SHELF (REFER TO DETAIL) 15. LINE OF CEILING 16. LINE OF SOFFIT 11. LINE OF SHELF t. LINE OF ROOF ABOVE ll. TYPICAL EXTERIOR 510IN6 20. 6.1. RE6LET 21. NOOD 5HUTTER5 (NON ACTIVE ) 22. INOOD CORBEL 23. STUCCO RECE55 24, FIN15H COAT OVER FOAM TRIM. (REFER TO DETAIL) 25. ELDORADO STONE (ER-602) OR APPROVED EQUAL 26. WOOD OUTLOOKER 21. SECTIONAL GARAGE DOOR 28. WOOD RAIL OR W.I. RAIL (REFER TO DETAIL) 21. EXTERIOR 6RADE PLYW00D SOFFIT 30. 14" X IS" 6.1. SCREENED AND LOUVERED COMBUSTION AIR VENT ROOF NOTES RROOF SLOPES: _ _ - _ _ 4:12 _ _ _ _ _ _ _ 51, ROOF MATERIAL: _ _ 25 YEAR COMB. 5HIN6LE5 ROOF COVERIN6: MFR.: MONIER "LIFETILE" ICBO #2656 OR APPROVED EQUAL. ROOF MATERIAL SHALL BE CLASS 'A' FIRE RETARDENT. 52. ALL EAVES AND RAKES SHALL BE 12" O.H., U.N.O. 53. PROVIDE 6.1. VALLEY FLA5HIN6 AT ALL ROOF VALLEYS 54. PROVIDE SADDLE AND FLA5HIN6 AT CHIMNEY CHASE, TYPICAL 55. APPROVED SPARK ARRESTER 56. LINE OF ROOF OVERHAN6 51. LINE OF STRUCTURE ATTIC VENT CALCULATIONS THE ATTIC VENTILATION OALGULATIONS PER U.B.G. 5ECTION 1505.3 AS FOLLOWS: (A) ATTIC AREA (5G2UARE FEET). (B) DIVIDE (A) BY 500 AND MULTIPLY BY 144 TO CALCULATE THE TOTAL REG2UIRRED NET FREE VENTING AREA IN 5G2UARE INCHES. AREA DIVIDED BY 150 (G) TOTAL SQUARE INCHES OF NET FREE VENTILATING AREA PROVIDED BY GABLE END VENTS. (D) TOTAL SQUARE INCHES OF NET FREE VENTILATIO6 AREA PROVIDED BY ROOF VENTILATORS. (I-) TOTAL 5OUARE INCHES OF NET FREE VENTILATING AREA PROVIDED BY UNDER EAVE VENTS BLOGKIN6. PLAN A B G D E "XA" ATTIC AREA REWIRED GABLE END ROOF EAVE VENTING VENTS VENTS VENTS ADDITION 426 FT? 205 IN.2 1 IN.2 2 HIGH IN 2 0 IN.2 O LOW ZONE-2 FT? IN.2 IN.2 IN? IN.2 LOW ZONE-3 FT? IN.2 IN.2 IN? IN,2 LOW NOTES: ALL VENT OPENIN65 SHALL BE COVERED W/ 1/4" CORROSIVE RESISTANT METAL MESH. FRAMER SHALL BE RESPONSIBLE FOR COORDINATIN6 1N/ TRU55 MFR TO ACCOMMODATE ALL ATTIC VENTS ALL VENTS SHALL BE INSTALLED 50 AS TO MAKE THEM WATER -PROOF AND WALL MOUNTED LOUVERS SHALL BE SEALED AND FLASHED WITH "MOISTOP" IN THE SAME MANNER PRESCRIBED FOR WINDOW INSTALLATION. PROVIDE APPROVED INSULATION DAM5 (BAFFLES) WHERE VENT BLOCKS ARE USED BETWEEN ROOF FRAMIN6 MEMBERS TO PREVENT VENT HOLES BEIN6 BLOCKED BY INSULATION. ATTIC VENTS REFERENCED VENTS ARE TAKEN FROM 51MP50N BUILDERS ACCESSORIES. GAT # C-APOO EX. 12-31-2001 --- -(I) DV24A DORMER VENT PROVIDES I20 5Q. IN. OF FREE FLOW AIR MOVEMENT (I) L 1424 14" X 24" ATTIC VENT PROVIDE5 165 50. IN. OF FREE FLOW AIR MOVEMENT ---- (1) L 1418 14" X 16" ATTIC VENT PROVIDES 126 50. IN. OF FREE FLOW AIR MOVEMENT ------(1) L 1412 14" X 12" ATT10 VENT PROVIDE5 54 50. IN. OF FREE FLOW AIR MOVEMENT Ea- --(I) L 140114" X 41" ATTIC VENT PROVIDES 63 50. IN. OF FREE FLOW AIR MOVEMENT (1) O'HAGIN CLOAKED VENT TILE PROVIDES a5 SQ. IN. OF i^REE PLOW AIR MOVEMENT a o 0 0 (1) VENT BLOCK PROVIDE5 10 50. IN. OF FREE FLOW AIR MOVEMENT (1) VENT BLOCK EVERY THIRD BAY NO. DATE REVISIOr A A A PROJECT INFO PLAN L S PROJECT MGR. RAUL CA5TRO DRAWN BY RG PLOT DATE: 1 2-21 -200, SHEET TITLE SHEET NUMBE AM9 I LO 0 n N cc 0 0 0 W Q Chi W Z n M 0 co LIC+TIN& FIXTURE WNTROLLED BY SAITCH WAR Fl� 77 BUILDIN6 ATTIC AC4E55 PAPER 26 157A.. I EACH V HIDE 6ALV. METAL 5TRAP H 0UA* INT FIN15H FAU 5HALL BE LISTED FOR "B" VW THRU INSTALLATION TALLATION IN ATTI05 ROOF A6 R _MD e" WALL 4"" ��14 FOAM AND ON COMWTABLE FLOORINS -CLEARNZES a I!o, C. TRIM 5HALL BE A6 SPECIFIED IN THE L15TINO + SEr- DETAIL <—HEADER SEE FRAMINIS PLA� �A' r,-D-X PLYWOOD X 2411 HOOD IN, AIDE P;UY fz)e4, + TMI y- Jon-ott MAX. STANCE VWCC.O ------ 'MO I STOP' FLA5HC7 I NOOD Ilk/ PAPER -_A CA5IN6 10� Rer,>AID 5TUCICIO APPROVED NEATHER .4 NoMiHAL 4,��-rerq MOLD INITH MOISTOP 5EHIND 5TRIFFIN6 ENTRY DOOF ONE PIECE MILLED SEE PLAN 3011 X 22" 3/40 -D-X ACCESS PLYWOOD LEVEL PMIN5 PLATFORM FOR 110v DOOR FRAME ENTIRE LEWH Of UNIT— OUTLET HEAD AT ENTRY DOOR 17 HORIZ.ATTIC FAU. 13 sTucco SCREED IKTERIOR FOOTING W 7. interior Wall Shall Have. KING 5W INT. f=IN15H STUCCO f':IN15H CVX gZ; V " PHILLIPS Shot Pins 1080* alm 4 3 roo 0.0. (or Ramset Redheads 1516SW U/ (Unless ABs Are Noted > On Plant) BUILDING PAPER U.N.O. SEALANT !IADER 'MO15TOP' 1=LA5H& 7 ZX + CUT-TYP -TRIMMER PAPER EXPANSION STRIP 1,1_0 T3 A 5ILL I X X X 6 x12" EXPANDED FOAM TRIM 5E=1= DETAIL HEADER SEE "90" 0 Q , \aA\ A METAL ME5H­TYP FRA KI57 PLAN _1�1 rz-�/ - ----- CONCRETE 5TOO T LIFT M�I TO (,ENTER ?y 10. d OF ININVOY4 FRAME AT CORNER METAL CORNER 4 (I I I ' BEAD - SILL PL57E ALUMINUM kNINDON ONT. SEALANT CONCRETE SLAB INSTALL SJTTEWLY AFTER RAME BETAEEN f=LAN(SE . ..... I -A 6 60*. LATHIN& COMPLETE. MrERFLY TO BE ON TOP OF WIRE AND M015TOP tul, 3 � THRESHOLD AT WOOD DOOR 8 YM W CORNER IR�EIMMENT TO 14 WINDOW MAD 10 SHEAR TRANSFER INTERIOR FOOTING STUUCO FIN15H BUILDING PAPER _77 HEADER INT. FIN15H - ---------- STUCCO FIN15H FOAM TRIM —INTERIOR f=INISH ROUGHED -IN -W OPENING _t �4 'A y tome. 5f=F 1:;�ETAIL WINDOW I - EILL-STRI L 141 BUILDIN6 PAPER 'MO I STOP' FLA5H'6 <- HEADER SEE ROUGH SILL i - PAPER 'MOISTOP' FRAM IN6 PLAN F _i_Tr= A 17�3 JW! FLA5 Hle 2 FOAM TRIM PAPER 1211 5Et= DETAIL ff CONT.SEALANT METAL GROUND ... je SEE N OTES: SEE NOTES-/ ATTACH A SILL STRIP OF FLASHING MATERIAL AFTER SILL STRIP IS IN PLACE ATTACH JAMB AT LEAST 9" WIDE WITH THE TOP EDGE EVEN STRIPS (SIDE OF OPENING) AT LEAST 2X TRIMMERS 41 I0, r 6 —ALUM. SLIDING NTH THE TOP EDGE OF THE ROUGH SELL EXTEND 9" WIDE WITH INSIDE EDGE OF FLASHING 5ET�NEEN FLANGE AND MOISTOF DOOR FRAME THIS SILL STRIP AT LEAST 12" BEYOND FLUSH WITH EDGE OF WINDOW OPENING. THE EDGE OF THE ROUGH OPENING FOR START JAMB STRIPS 1" BELOW THE SILL WINDOW. ATTACH FLASHING WITH GALVANIZED 1 STRIP AND EXTEND JAMB STRIPS 6" ABOVE ROOFING NAILS OR RUST -RESISTANT STAPLES. 1 THE LOWER EDGE OF THE HEADER (TOP OF WINDOW OPENING). METAL CORNER 3 4 LLL BEAD _10W e.> NOTE: POSITION 'MOISTOP' UNDER DOOR FLANGE C ALUMINUM NINPOVi f=RAME CONT. SEALANT BETNEEN f=LAN617 1 11 d Ae. 2.5 AT JAMB CONDITION I EDGE OF a. U AND M015TOP �A Tm -FLANGE J. HEADA 41LUM. SLIDING DOOR 19 fl B Al VVEMDOW JAMB SHEAR TRANSFER FOOTING TO FOOTING FOAM IRIM CONT. SEALANT FRFS" III �C Ifs ALUMINUM KNDOVi FRAME BET;NEEN FLAN(5f. AND M015TOP FZ "NOTE .: SEALANT APPLY A CONTINUOUS BEAD OF BUTYL RUBBER STARTING AT THE BOTTOM OF THE, WALL SEALANT TO THE BACK SURFACES OF THE (SOLE PLATE), LAY WATER-RESISTANT PAPER 1� METAL CORNER BEAD I PA -Tr- N TI-ff WINDOW FLANGE, THEN PLACE THE WINDOW INTO UNDER THE SILL STRIP. CUT ANY EXCESS FOAM TRIM P- P- EXPANSION STRIP .�y THE ROUGH OPENING WITH FLANGES OVER WATER—RESISTANT PAPER THAT MAY EXTEND THE INSTALLED ED FLASHING STRIPS. AFTER ABOVE THE SILL FLANGE ON EACH SIDE OF WINDOW IS PLACED, APPLY A CONTINUOUS BEAD i THE OPENING. (SHOWN IN DIAGRAM AS SHORT 5t=E: DTL. P2/6 <_ INT. FINISH OF BUTYL RUBBER SEALANT TO THE DASH LINES). INSTALL SUCCEEDING COURSES WINDOW FLANGE, INSTALL THE HEAD OF WATER-RESISTANT PAPER C, ETC.) OVER 2X4 PLATE=- AND V V. (B, FLASHING OVER THE WINDOW FLANGE. THIS Is JAMB AND HEAD FLANGES IN SHINGLE —BOARD AN FASHION. ER STRIP OF FLASHING AT LEAST 911 WIDE, CRIPPLE STUDS NOTES- SECTION 1708(b), CALIF. BUILDING CODE LINE WIRE, WHEN USED AS BACKING TO SUPPORT CONCRETE STOOP WATER-RESISTANT BUILDING PAPER OR FELT CALLS FOR FLASHING OF ALL EXTERIOR OPENINGS EXPOSED TO WEATHER TO MAKE THEM WE BENEATH LATH FOR STUCCO SHOULD BE INSTALLED -.7 PROOF. SINCE U.B.C. DOES NOT OUTLINE ACCORDING TO INDUSTRY STANDARDS AND PRACTICE STUCCO f=IN15H li PROCEDURES FOR WINDOW FLASHING, TECHNIQUES NO ATTACHMENT DEVICE NOR THE WIRE BACKING SHOULD COVER OR PENETRATE FLASHING SHOWN HERE ARE RECOMMENDED. USE "MOISTOP" MATERIAL =11f FLASHING BY FORTIMBER CORP., OR EQUAL PERIPHERAL FLASHING AT ALL EDGES OF WALL WHENEVER POSSIBLE FOR FLASHING MATERIAL OPENING MUST COVER WIRE BACKING. MO 15TOP' FLASHV& PAPER 11W 0 L4A�N CAULK BACK OF WINDOW FRAMES BEFORE SETTING. USE WINDOWS THAT ARE WATERTIGHT. ___W_ CONCRETE SLAB BUILDIN& PAPER 4F7r 1 pw4z;;� YA/ 26 GA. 0.1. FLASHING REQUIRED AS SHOWN IN OTHER WINDOW DETAILS TO BE INSTALLED BY SHEET METAL CONTRACTOR. n U SILL ALUMINUM SLIDING DOOR na VVINDOWFLASHING INSTALLATION 16 snL DETAIL 12 SI3[EAR TRANSFER UNDER PENNING AT EXISTING FTG. U W U 0 Z 0 0 00 1!1141 M M U Z U 00 in M t4#4 � � N �d' 00 w a1 0 This document is the pro rty and copyright of RAUL CASMRO, and shall not be used on any other work, be reproduced or disclosed to others except by written authorization from RAUL CASTRO, DESIGN CONCEPTS. No, Date Revision Project Info, Job 202329 Project Mqr: RC Drawn RC PLOT DATE: 12-1-2004 Sheet title Sheet Number 17 MI] 1X6J W 0 N W 0 0 0 W 119 Z n n 0 co 0 A 20 13 lu W ,9i Simpson TYPS. Min.Pos Size. AS Dia, Min.Embedment From Too of 00no do da HD2A 4X4 6/8' 12" 59 1 3/4; HD5A 4X4 3/4# 14" 52, 1 3/4' HD6A 4X4 7/8" 211, 5* 1 3/4" HDSA 4X4 7/8* 21, 50 1 3/4' HD10A 4X4 7/8' 210 5! 1 3/4' *HD20A 4X6 1 1/4' 36" 6 11/16" 2 3/48 L-AMTT2 4X4 3/4" U" - - - 59 , 1 1/4] M 1. Post For Plan 2. Simp.Holdown per Plan 3. ASTM A307 Grade Steel Anchor Soft with Std.Hook (L-Solt or J-Solt) Per USO Sec.1907.1 Solt Diameter per Schedule. 4. Mud Sill Plate 5. Top of Concrete To be used at 2x6. Stud Wall Only. 6. Oold. Joint' **,Use 124)16d CommNalfs to Post at MTT288 Only. 7.. Ftg.Re-bar per Plan 8. on*. t(;. or P#an Note. Holdovin Anchors Mlust 2 be. Tied. In'Place' Prior to 5 Deepen. Ftg.As Required to Obtain Anchor Embedment and Oono.Oover, The Above Embedment For r A.8 Is Valld'For 1-Pour Fdn, ------ For 2 Pour Fdn, add 6' to the Embedment. -E 71 8 7— C- W OL, el' 'Min. PLAN VIEW' HOLDOW 1. 41 Thick Oono.Slab W/*.�S. 2. 6 Mil Visqupen Membrane, Extended 1 1/2' Into Foundation Wall w/ is 'of Sand, Over- & Below,U.N. a. ill 41.5T/13 Mln,,Typlcal T11 Cont. Footings, U.N.0 4. Natural Grade or Approved 0 =1 5. D,FR.T. Plate w/ 5/81 dia,x 101 X$,Is, 0 ('O/0 Min.* 12' From all Oorners & Spiloe w/ 7" Min. Embedment(U.N.O.) (See Foundation Plans) 6. Gold Joint at 2 Pout U.N.O. ZY;e,5q - X V4 P44 70 UJ 06HAa�� ---- --- ---- REPETITIVE INFORMATION P.qTR RAIArflnrt TnhlAt . 0 OU W U 0 Z 0 t11% 00 11 0 414 rq U Z U ON 00 in 00 UM 0 � This document Is the erty and copyright of RAUL CAPTW, and shall not be used on any other work, be reproduced or disclosed to others except by written authorization from RAUL CASTRO, DESIGN CONCEPTS. No, Date Revision A Model- 2X.$X and 2-2X SIII?I. Vlono Pour Two Pour MTT28 88TB 16 S 8 78 20 HTT16 SSTB 16 SSTB 20 HTT20 SSTB 20 SSTB 24 HD 2A SST8 16. SSTB 20 HD 5A 8ST8 20 SSTB 24 HD 6A 8ST8 28 SSTS 34 HD 8A SSTB 28 SSTB 34 HD10A SSTB '28 SSTB 34 Do Not Install HTT or MT1' HoWownrz- Ralsee Off T "� Mu&,!! NOTE: Holdown Anchors Must Be Tied In Place Prior To Olt. Foundation . ection. Inspection. Deepen Footing As Required To Obtain Anchor Alternate Footing Embedment and Condition w/Heel Concrete Cover. ON /Z I - M, 0 0 NO.C5677 cr_ W. z, cjvl. OF CLi Info, Project Job 202320 Project Mqr: RC Drawn RC DATE: 12-1-2004 .PLOT 1114'", 1 Sheet Number Dm2 j wi iit� I I' it 's ♦ ♦.. ! i. ► ! i irk � ♦ r ♦ 1 ♦ . "! i f' ♦ �' R ...- R i :} ! W R ! rbr r I il' 1KW t. ..c. � asv t •• t'.. r. 1! ♦ t r'w,. �! Ir ':_ r ar twwr ♦ w ♦ t ' t• it W ♦ r K ' gar R 1 W iK"' ♦� i K •1 r 7r 9 NS TO PROVIDE ACTION % LL t R " ... �. ' ► Ir IF 11. CON5TRUCTION r♦ IDENTIFIED AS :r Wr ON OR IN CHANM04MAYGES, ► TO THE PLANS PRIOR TO ISWWE OfTHE FINAL „ ' t NO ":ID DESIONATION.♦» 1 ♦ DOONM IDENTIFIED FINAL "INSS AND M 5HOULD NOT IN ANY MY BE LEM AS LAIMAL LOA17 OF t POUNDS FER LINEAL IFOOratHORIZON- TALLY 13. jw4 it a! SOLELY FOR 1W USE OF j t 1 iw« FOR CON5TRZTION AM AM EVRESSLY NOT MENDED FOR USE IN MAWZIWv. WIRMIS M TO : FR ♦ iWa. RECOMMENDATIONS ♦ a4 I! PE STRZIUM �M WO, w►r E MOM STRINSOT REQUIft*TNTS %xL 6OVERN. ALL •` ♦ FOR #413ARS AND BARS NO LARSER. YEM MM FABRIC TO BE ASTM A-10, aw. 40 MIN. FOR ST0671URAL SLABS, ALL 2. All BARS SHALLBE t: i iwie AS PER 3 ALL BARS SKI. BE CLEM OF OR 4. ALL WM SHALL BE MADE CW. S. SPLICING, OF BARS SHALL HAVE LAPPINS OF 30 DIX OR 2W MIN., IN ALL CONT1016 REINFOWAWOf ♦♦ W AND RIINiNTOF 0 VIA. OR f GREAIM 6R E R« S BARS SHALL BE A64RAIMY AV SMVMY ,i! iM f" '♦ s R 1. CMft*M PROTECTIONFORi♦' # i LEAST EWAL TO im DIAMEMR.Of IHI!♦ .' w AS ♦ f » A. FaM WINST #6AND -,S 21 AND' - 6. t" jwi! y D. SLAW ON 6RADE PROM TOP OF %A) in ♦ 4 * ♦ MAIN BARS r ; 1-1129 GON�R�T� 1. ALL GONOWIE SHALL CONFORM TO THE LATEST EDITION OF THE UMIFORM BUILDEN6 ec7DE. IN THE MIFICATIONS S. ALL eEI`W SHALL CONFORM TO ASTM a-150, "I1't E I OR 2 USE T ff V eW FOR SOIL e014TAINIMG A SULFATE C"M'ORATION OF 3 PERCENT OR MORE. 4. •• FINE AND COARSE ACGRCSATE SHALL, CONFORM TO ASI'M 0-53 F•tyO�wR STANDARD VIEWIT WHORE AN17 ASN "SO FOR LIGHT 5. ALL AC -MATE SHALL BE GOMPARAD33LE TO °5AI`t 6ABRIEL VALLEY" AVOR6ATE., THE SHRINKAGE SHALL BE AS PER A5TM CK151 100 THE AVM06E DRYING SHRINKAGE AT 38-17AYS NOT EX IMINS 0a04%. 6. DRYPACK SHALL BE COMPOSED OF ONE PART PMtAV eDW TO NOT MORE 114AN TfM PAM 5AN17 T. MOOR WLT5, HOLDOM BOLTS, DONW, INSMT'S, Ei'e. 51 u BE SEeURMY TIED IN P1.AeE PRIOR TO PONNS, COMM. a, GONeRm 51'1ALL BE CURED BY Ian* GO1+mmy YET FOR 10-DAYS OR BY Ali APPROVED O RIN5 GOMPOUNR. 4. RM TO ARCHITEGTKk, WhIANICAL, MtCTRIGAL AND PU MBINS "INCS FOR M15CELlANEEOUS IT" TO BE CAST INTO eONCRM AND FLOOR DEPRESSIONS, PITS, :TG. 10. SEE AiTei3ITE MAL "NOS FOR LOCATIONS OF EXPANSION JOINTS, SCORINS, ETC. FOR GOtdeMM IAKK5 AND SLAW. 11. ALL 5ImT'URAI. CONCRETE F'r. a 2,500 PSI ALLF'c a 24500 PSI ALL CONTINUOUS f0OTINGS AND PADS PC. a 2j5O0 PSI ALL CONCRETE SHALL R54CH MINIMUM COME IVE STRWTH IN 28-DAYS. 12. ALL CORM WHICH 15 Ff. 2,500 POI 5! iALL HAVE MIAL IMOTION PER SECTION 1102 OF THE UNIFORM BUILDING CODE WLm NOTED OTi4ER im 13. e010E'PE POR SLA+B ON GRADE 94ALL HAVE A MAXIMUM OF 4' OF SLUMP PER A5714 CHO. 5 SA00 OF 090T PER 00e YARD OF CONCRET. eEIvEI~PT ASTM e-150 TYPE I OR 2. f 1 RMN ARE NOT i! ar R BE r AS fAMOATION f' ALL i FABRICATION !w W IN ACCORDWE NATIONAL,Ir LOCAL CM5AND FOLICIESt AS PELL AS THE AMERICAN INSTITUTE I STEEL. t 4 ♦ i ANY ♦ i"' Mmm To IMSTRY STANDARDS ALL METAL FABRICATION DESIGNS ARE TO M DEPARTMENT MPONSIME FOR M PROWT PRIOR TO FABRICATION. ALL DIMSSIONSs DETA15o ETC., SHOAN H�REON ARE INTENDED TO BE WVMINSASWIMMV,FAMCATIONSTANDAM FABRICATION STRUCTURAL, STEEL FOR BUILDINSS Al%, CUMT EDITION. STEEL TO CONFORM TO AM WONSg ElOXXMWVME. STEEL, BE BR w'Zr IN THE f OF A LICENSED FABRICATOR AW SHOP "IW SHALL BE ar t iw Mc' - ♦ i APPROVAL PRIOR TO FABRICATION. STEEL FABRICATOR 94ALL f I FOR wi PRIOR I FABRICATION. PROPOSED MVIATIOltADDITION OR, r 'M. • I r Ii r WNSPI00SLY AV CLEARLY I M ♦ r.. STEM FABRICATOR r CHECK DIMENSIONS t"' To M FOR PROPER it I INSPECTED BY AN APPROVED MDIN69 IWECTOR. 4. USE 3/4" ROUND MACHINE BOLTS, ISAW ROUND HOLM, FOR ALL 6OMTION. UNLESS OTHERNISE SH AK ALL BOLTS SHALL CONFORM TO ASTM A•3OT FOR UNFINIM BOLTS, EXGE" MERE SPECIFICALLY HM AS 016H STRWTH BOLTS, YH41eH WALL CONFORM TO ASTM A-325 OR ASTM A44100 HI IMILE 13OLTS 5IOU BE IHE FRIG11ONr'E''E AV TEERE S WI BE NO PAIN% OIL, LAGW OR SAS. MIZING MOM 1I"1E CONTACT SURFACE. 5. ALL STEEL EXP05ED TO NE,ATI4ER S IA LL BE I IOT-DIPPW 6AI ANI ATM FABRICATION. 6. PIPE COLUMNS SHALL CONFORM TO ASTM Aw5M (TYPE E OR S) 1. QUEw� jMte► �'/�M SHALL CONFORM TO ASTM A-501 OR A 6Rl VE Si 6. N#M FINISH 15 ATTAGHEi? TO STRUCTURAL STEEL PROVIDE 112" BOLT HOLES AT *-0' 0/0 FOR ATTAOW OF NAILERS. SEE ARGHITEeTURAL DRAWINSS FOR FINI51'M. FOR MLWH STIVVS VT X 3" CPLJ. r My t Y SOIL WORT ENSIRM. 2. THE AUDMABLE SOIL BMIKS VALUE 15 PM SOILS REFORT. ALL SITE PREPARATION, EMAYA11ON M COMPACTION 4. SEPARATE PERMITS BE- OBTAINED Er ViALLA, AS RWUIRED. PROVIDE5. ♦ t' c ' ar TO LM PAD. 6. SURI'A01 E_ MLL DRAIN MM OJIL171%. DRAINAGE M- FROM w` 4 TO 94ALE LINE. DRAIN FROM REAR OF WILDINS TO STREET. ♦' N it I EXTENDSDMFM VERM LINE PROWED DOM AND AMY FROM OUTSIDE CORM OF MY FOOTINS9. SLAB AS RECOMMENDED SOILS FORT). a IF EWMION INDEXw < NO 20,2"SANDI SHALL BE SPREADBE ♦ r; `:,a ♦' ADDITIONALINFORMATION : SOIL'.'♦ 4. ALL f rR 1 AN44M POST BASES AM HOLDOM BOLTS SHALL BE ar INTO PLACE PRIOR. ♦_ TO 1701MOATION w' 201-Ow BARRIER IN FaWATIONK- LOCATIONS. 11. FOR lit LOCATION Of COWROL JOINS, WS TO M FOUNDATION KAN(ZIP STRIP OR Ka WKS MIN) 13 FOR POST -TENSION 'ir, REFER TO APPROVED PLANS PWAM BY OTHERS. W. MINIMUM SLAB i ♦' i."i AND PAD, RMIREW SHALL CONFORM TO INE 60ILS a( s iril- t (% R 15. ALL RWUlRae0S OF iE SOIL ENSINEERIN6WORTS FOR it VISQUINBE IWAPORAIM NTH M PLANS. MNRY 1. ALL MASONRY AM SHALL CONFORM TO TI'E LATEST EDITION OF THE UNIFORM BUILDINS Wm. 2, CONCRETE BLOCK SHALL BE OF SIZES SHOWM ON ARCHITECTURAL DRAWIm Awl OR CA>LLE17 FOR 1N VMS. AND, CONFORM TO ASTM C10w86, GRAM W-I" NORMAL MIMT UNITS AITH MAXIMUM LINEAR SHRINKAGE OF 0a06% f'1'f1 a 1900 PSI. S. MORTAR MIX'SHALL BE COMPOSED OF -ONE: PART PORTLAND CEMENT' AND T�M PARS SAND AND NOT LESS M 1/4 PART NOR MORE THAN 1/2 PART LIME PUTTY FOR TYPES' MORTAR, MINIMI M WAWSSION STREI+ISTH TO BE th : 2000 Mi. 4. GROUT MIX SHALL BE eOMPOaEO OF ONE PART FORT'LAND G50 T' TO 21 TO 3.0 MAX. PARTS SANG AND NOT LEW THAN TV PARTS PEA 6RAVEL, MAX 6R9UT LIFT = *0', SPECIAL IN IECTION5 SHALL BE :REMTED FOR HIG1i LIFT GROUTING. MINIMUM COMPRESSION sTRENSTH TO BE ft. = 2000 PSI. S. PI'WOE eLEAMOUT OPENWPS AT BOTTOM OF ALL VERTICALLY GROUTED CELLS IF GROUT LIFT EXCEEDS 4'-V 6. ALL PZI1-OPZIM_ C SHALL HAVE A MINIMUM GO&WGE OF 1/2' . 6ROU i i 1. "wf$HALL BE 4"f'... r NTH Il I GROUT v' sr'fi 13OLT *0 MASONRY. 6. NO PIPES OR DUCTS SHALL BE PLACED IN MASONRY KALLS NOW OR DETAILED. 4. DOMS IN COZRM FOR MASONRY i i SIZE IrMASONRY KAU REINFOR6116. ♦ ALL MASONRY,E VS= BE REIWORCED 't ar MASOW,W''♦ CELLS♦ REW♦' RETAININS, EARTH UP TO ." ABOVE 't IL ALL 'VERTICIAL t - 4' MASONRY NOT W EARTH SHALL BE LOCAW IN lBi 12. REIWMIW SHALL BE SWJRMY Hl!LD AM BRACED IN PLACE TO a MOVMeff f i' 15. MASONRY TO HAVE SPECIAL INSPWTION RR SECTION 1102 or . MEN SPECIFIED. (TAR 9 5L 3 ON C R E I. SAN1 W WAGION JOINTS MINIMUM I16-1WOR WIDE, MERE 60" ON PLANS. STAR ftL PLYMOD S OR WAL1. PLYAO017 MAY BE INSTALLED ON EIM SIDE OF STUD KAU$ PROVIDING TrE NAILII& WHEDULE SINS M SAME. M1551 ANCHOR BOLTS K' t w w�! r: ♦ cc u I .0 z coo r�ar'rr�wr�. W oc (0 Z a�' �Ina 5 �INNIS a� � 3z h0 ago 0 r p Nd. DATE REVISION .A A A � ((i S i t t `z i 3: DIV15ION 5 METALS 5.1 A-36 STEEL.- ORNI BE IDWIFIW M THE MARK MID MILL CatTIFICoATION. MILL CERTIFICATION SHALL, M SENT To TIC M I' j w a SHALL 0VMT9D MR SAIISFAMORY MILL CERTIFICATIONar 52 ' CMINNS: r : STEEL PIPE. ALL 17IM61ONS I k ON DRMNSS 1 INSIDE DIAMETER I DIMENSIONS. .I ♦�� Rr I "' s ♦ 1 � ♦ ,. f ; ;ar {K' r • ' r �.... 5.5 E♦ FWNS- TOZH UP ALL : war PAIKT.. DOLTS r &s i MELDINS..TO w' DONE BY t a-' CMIFIED BY t LOS MSELM 011Y BUILDINS i•aie' "r VIRINS, CONSTRZT10N. u ia^ 5.4 -. s SO'M­M4*11 HEX 7 r f ;a' r I 1r 6SEM a i r OARBON STEEL WTAL Co*WORSI I "I-TE ComTm 121111510N 6 OAl' FENTRY A. ALL UHBER TO EE PMT♦ ' r ♦ f STAMM GRADINGS DR-.SINSDRESSINS W NO. 16 AS AMENDED TO DATE AND THE fOLLOAINh 6RADES tr ' r .fr OR AS~ tw. NOTED ortMISE MIMED SILLS (AM IN CONTACT WITH CO2�C�.NN.....<.N..NNN.N.,.NN.N.N....�.,NN: P#�� TEATED FIR 02. STUDS, BLOGKIN0, NO BETTER DOLE P(/jw��.Wj�.��.M.}MONNNNM.MIN.INN.NONNNNNtMtNHtMtNNiNNMN111lNNNNNNNNNiNfHMNNNNfNMMNlNN1N.NiNN �/]���� FIR #1 P7I4/4.P1ttNN�{�tj}N��fNN(/N�fNtiNNNtNNitNNMt.NttlNt�.NN�fNINNt{NNfNNNNN1NNNtNtNNiNN9NtNNlNN.MNNtNNiNNM {I1/�M[/IJO��x®yt MR 41 �}yN•a]��.1tNN�� AND ®A yy�{��t�� �NtwNNN/MINNNNN.N/NNtMN.NIIN.NNtNNM.NINIMN.N }i��/M/��t��•/Mrj'�rNFIR ��#111 EXTERIO�R�(/j�i//M1T1���ySEARI w/ �NNANfNt14NNtNtibtNNNlI/fNNtNNNNlt11NfNNNNfONtN A.I�af• .}d. IIR J��i/lJay ROOF J ISTS* NtNNN,NNINNNfMNNNNINNNNNNNNNNtNNtNN».MNf.NNN1CNMNNINM\NNNN. DM MR, �}MR }0�'I/JM� ROOT �1.NNtNNNNoINN.N.NMNNINNlNMNNNNNN/NtNiltNNIOONNINNNNNtNtRNNfNNtiNN d/i/riV 1 IR "2 ALL fRAMIN& iw... t% LARSCR IN HE LEMT DIMNION WALL i. ♦: ' NAILS IN EXTERIOR APPLICAMONS SHALL BE COMMON RESISTMT. 'E' ♦ REPORT f ~ frt ♦ r MINIM CROMr i LEN$T14, ALL STAPLES 94ALL BE OALVANIZED. E. BOLTS IN Tlym TO HAVE STA10ARD CW Kk%Ms NZ6S NOTED NO WZ% USED AITH air PLATM OR w. ♦ ■►wFOR I DOLTS I i' ♦ MOM 114AN IAW LWCAR TKAN LAMINA= f I joisTs 94ALL Be spao YoN v6d ^y" ir ox IF l' 1.- Les V". REFERENCE SIWTURAL. DETAILS FOR EXCEPTIONS. 6.- POSTS MAY' MAR ON SILL PLATES W45 CiTHERNSE DETAILED. H. LAO -XF06 SINALL BE TIMM AND W, DRIVEN. INTO PRE-M, Uf�n We r f a- #. 1. r r TO C=RM OR MASONRY MALLS, SOLL BE DOLIM THERETO NTH 112' r ;( i" i BMTS AT TOP, BOTTOM frMoefi$W. .i. -I WLTS V" I w r v BE t f;E IN A PMOWLIKE MAM BY ar MIZANCS. A ALL w SHALL CONFORM TO . a♦ I wSCHEDIU TA91 NO. Y. l' i ►` ri► ON DdrAM ;y'w`' COMMON t.w ;x` NOTED). By HAND *M WaWARY. AU HEAD NAILS, SHALL, M IM IN NAIL M 1ABLE .Gv�'" ' NA►1L.1 & 50HEOULE CONNECTION. CONNECTION' I. .JOIST TO SILL OR 61PJXK TOENAIL 3•gd 2. BRIDGING TO JOIST, TOENAIL EACH END 2-8d 3 IW (25OW x 182W SiIBF1 M OR LfESS TO EACH JOIST, FACE NAIL 2-8d 4. KOM M 11,x6" (25mm x 152 W S1&LOOR TO EACH JOIST, PAGE NAIL 3-8d 5. 2" f5lttarrtl' 5110FLOOR TO JOIST OR 61RDER, BLIND AND FACE NAIL 2-16d 6t SOLE PLATE TO .JOIST OR VLOGKIN6, TYPICAL FAGS NAIL SOLE PLATE TO JOIST OR BLOCKIN, AT BIWW WALL. PANELS. 16d AT I6" MOW 04. 3-16d PER 16" (406=0 Tt TOP PLATE TO 511 D, END NAIL 2-16d 6. 67W TO SOLE PLATE 4-8d TOENAIL OR 2-160, EV NAIL 4. 0001 STUDS=, PAGE NAIL 16d AT 2e (610rrrtt3 O.G. 10. Dtx1f w top RLA7 5 TYPICAL PACE NAIL DOME TOP MAAlM, LAP SPLICE 16d AT I6" MOW Oto. 11. BLOCIONS BL'iI m .lOIM OR RAMS TO TOP PLATY{ TOENAIL 3-8d 12. RIM .JOIST TO TOP PLATE, TOENAIL 8d AT V" 052W Ofj. IS. TOP PLATES LAPS A10 INFECTIONS, FACE NAIL MILT 2-16d 14. COMM WAVER, TWO PIECES 16d AT 16' (4OkW O.G. AL0N6 m EDGE IS. COMLINS JOIST TO PLATE, TOENAIL 3-8d 16. CONTINlM HEADER TO STUD, TOENAIL 4-8d Ill. CEILING JOIST, LAPS OVER PARTITION, FAKE NAIL 3-16d 16. CEILING JOISTS TO FARALLEL RAFDEBT, PAa NAIL 8_16d 1q. RAFTER TO PLATE, TOENAIL 3-8d 20. IN (2kW BPTAACE TO EACH STUD ANt't PLATE, FACE NAIL 2-8d 21. 1" x 8' (= x 203rW %1EA11ft TO W DENS, FACE NAIL 2-8d 22. WIDER THHAN I' x 6" (29M x 203rW SHEATHIN& TO EACH BEWN, PACE NAIL. 3-3d 23. BUILT-UP GIRDER CORNER laTM I6d AT 24" (60W O,G. 24. BULT-UP 6IRPM AND 8EAM5 20d AT 32' WSW 0.0. AT TOP BOTTOM AND STAASGERED 2204 AT ENDS OF EACH SPLICE 25, 2' (51mm) PLANKS 2-Id AT ZA4H BEARING 26. Yd= STRXTURA L PAIN U ACID PARTICLE WARDS Bi1nOOK ROOF AND KALL SHEATHING (TO'FRAMING% (1INCH 125.4rW 112' NO L MS 102' - 314' 1/6t-1• 1-1/8' - I-1/4" COMBINATION S1 rL.00OR - wagLAY*V (T0 FRAMING): (I INCH - 25.4mm) SW AND i 'ffi 1-10 -1wU4" s 8dOR bd' ad 10d OR id 10d4 OR ce 21. PAM 610196 (TO FRAMING) 49 (13 mm) OR LESS 5/8" (ib#W bde 20. MBERBQARD SHEATHING VT Mow 25132" Wo N0, llga� NO.1690 NO. II NO. "dt 24. INTERIOR PANELING: (6,4mm) SO K trlm) ra 41 6d° 1. 00WON. OR WX MILS MAY Be fair' FfM MMISE STATED. %Wr k it'. it MOTH NOT i. fw THAN THAT Of ! f OR WX NAIL SPECIFIED - ,fii. . I (fir t pit~ _ :M. _ ,, I» i ::r ;;� tr :♦ - r r it SHEAR ,MIS NO MAY BE COW, i1 - ,« WAILINS To is at SHALL it AT 4 ;.. ♦a ON CEM 3. Comm Olt DEFmm SHANK. 4. COMMN. r a ♦'�+ ;ar 6. CORROSION RMISTMT 510110 OR CASINO NAILS CONFORMIN& TO THE RMIR04WS Of ON COM,'O _r_ 8. CARJ JON RESISTANT ROOFING NAILS WCTH ve DIAMm Maw ev 621 BORED HOLM: A HOLE WITH A DIAMETER NOT GREATER THAN 40'% OF THE STUD MAY BE AND 1-10 (3&kr►) U NGTH FOR Vr (13aW SHEATHING C-3/4" (44ffW WRED IN MY MOD SM A HOLE NTH A #71MOM NOT GR%TBR'tHM 60% OF 1W Y417 I OF 'LJ'-.t 6TH FOR 2-5132' (208W SHEAVING 00WORMMiNS, TO THE Tfe 5W IS PERMITTED IN NON -BEARING PARTITIONS OR IN MY WALL VfM EACH $7015 R15C�UIREHrE1RPf'S OF SECTION 2325t1t SLED PROVIvw NOT MORE THAN TYPO SUCH SUCCESSIVE DOUBLE 8m ARE 50 WW. IN 4, CORROSION RESISTANT 5TAMM HTH NOMINAL. "I'lf6" (111mm) MYN AID'? NOT LOMED AT THE SAME SECTION OF SW AS.A GUT OR NOTU. I-1/8' (29mW LEMTH FOR IRAWA I OrW S eA1'HING, Arll? 1-1I2" OW LWIN FOR 2.502" (20* WTHING CONFORMING TO 6.22 GMMS AND NOTCHING: THE REOIRE1 IMS, OF SECTION 2.325.1. At ANY WOOD JOIST, BEAM OR 6IRDER MAY BE CUT ORO Nf. TOHED ON THE TOP EM 10. PANISN WORTS AT 16 INCHES (406 W [20 WhIM OPnW IF STREN61H AXIS Pl1i001lIDED 'TIE GUT DOES NOT EXCEED EITHER 1/6 OF TEE DEPTH OF THE �SGM IN TIE LONG 17PMItON OF T#E PAINS., UNM OVERWISE MAMI CAa1N OR OR 1-1/7 ANC? mm NOT EXTEND INTO TrE Com.110D OF THE U3 6TN FINISH NAILS SPACE,? 6. INCHES 052RW ON PANM WC�S. ,121lNIC 0 OF m (365mm) AT I1NtTERMEDIAM SIJPP0RT5. 8 HOLM SPACED AT LEAST 6" APART AM NOT LARGER THAN TWO INCHES IN DIA1ET M MAY 11. PAINL, SUPPORTS AT 24 INCHES (6110mr . CA61N OR FINISH RAILS SPACED 6 BE BORED CF THE HOLES ARE NOT NEARER THAN TW0 INCHM TO THE EVE OF JOIST- - Whft (152ffW ON PAfiEL. WM,12 INCISES (305m4 AT INTMWIATE SUPPORTS. G. HOLDS SPADED AT LEAST 6" APART AND NOT LARGER THAN ONE INCH IN DIAMETER MAY W BORED THROUGH ANY MOD MW JOIST OR OIRDER IF THE EDGE OF THE HOLE 15 .�f.�t �7/]f (/j}M��' NOT NEARER THAN ONE INCH TO TEN. EDGE OF TIE 14" M 63 i .. f ! V i � OssR 623 H0RIZwAL SIDING OF 5/8' OR THICKER TO BE NAILED WITH ad 016" Oro. GAIN 5TUJ7) THE IqEyaoWM STURDI 000 0.6.B, GAN BE 901 i1= THIG"S, GRAM FOR ORWI AND ATiAGYW SHALL BE OF A CORROSION RESISTANT iM NAIL. VERTICAL SIVIN6 OF W OR APPLIGATION FOR APPLICATION IN LIEU 4F PLY0=1 AS PSUVORT NO. NM-QA► 341. VIGKER SHALL HAVE HORIZONTAL BLOCKING 01'-0" ON DEWIER. ALL SIDI* TO BE OVER YEATHER RESISTIVE BUILDING PAPER MIMING, AT LEAST 14155. PER 106 W. FT. A. ALL SHEATHING SMALL CONFORM TO US. PRODUCT STANDARD P51-63, AMERICAN PLYWOOD ASSOGIATTON. 6.24 20 FULL HEIt C'.NON-SEAfi'iIN6 S1105 SR&L NOT EMEED 14'-O'. STUDS, 016HER THAN14'-O" SHALL BE 24 STUDS 616' 04, STUDS HIGHER THAN 201-W 94A L E E 2xb SIM S. ALL. EXPOSED SHEATHING %IALL BE A- , GRADE WITH EXTERIOR 6LUZ IT 04. (SEE TABS 23-1-R-3, %W). 0, ALL PAIELS SHALL BEAR LE6IBL.E APA OR PS STAMPS. 625 VAS NOTED OTHERWISE, EXTERIOR WALLS SHALL BE SHEATHED WITH 118' STUCCO OVER APPROYW PAPER -SACKED LATH MITH 16 CALM STALLS AT 6" O.G. AT TOP* AND BOTTOM PLATM, WGES OF D. ROOF SMATHIN6 %IALL E 1/2' THICK APA RATED ShEATHIN6 INTERIOR r(PE, NO CASE SHALL THE EV6E OF THE BORED HOLE BE NEARER THAN 518' TO THE m OF 5mos AM GR p LD. INDEX 24/0 SPECIES GROUP 2 OR BETTER AITH EXTERIOR 6LUE NAILED NTH SHEAR WALL MP ON FIELD, PER TABLE 25--1. Sd a IV O.C. AT SUPPORTED WSM. 626 51= OVER PLYYIOOD OR ENAL MIS SHALL BE OVER TWO LAYERS OF 6R M V PAPER PER 8d @ 12" O.G. AT INTERIviEDIATE SUPPORTS. SECTION 2506.4. (SEE DIVISION a MINISIES) BLOCKIN615 NOT WAIRM AT UNWORTED EU,NA. 621 PREI=A�3RIGAT'ED METAL. PLATE G0�'fED WOOD T�T-S: SUBMIT' Mi�AGT1t�R5 LITERAIM DGES DWASIN6 PRODUCTS. MAKFAOnM TO EN11ER TRUSSES IN AiC=ANCE NTH 14.0.0. ALL EXPOSED ROOF SIEATTHING 513A1.i. NOT BE I MS TrM GGX OR Ef4POURE 16M MORT NO.1324 4 Af 'MICAU RWRMTS OF I0101413 0. ALL. 044A l.AT10NS 4 SHOP PLYWOOD OR MAL. "IN6S TO BE SI6YED BY A REGISTERED CIVIL ENIIEER OF Tfe STATE OF CALIFORNIAt MANJFACTM TO SUPPLY SHOP "INS 4 GAlaLATIONS FOR EMINEERS T OTEM FOR E. FLOOR SHEATHING SHALL BE 314' THICK APA RATED S}EATHING INTERIOR TYPE T 16 69CM CONFORMANCE. DRAWINGS SHALL CONTAIN THE FALLOWING INFORMA11ON FOR EACH MIES ISROUP 2 OR BETTM MIP 0. IM 40/20 AITH E7MIOR GLUT FAMENED TO TYPE AND SIZE OF TM ASSEMBLY TO BE PROVDDJ DD. FRAMING WITH CON'WXTCON ADHMIVE ANT? NAILED WITH: IOd @ 6" AT WAIDARIES. DETAIL OF TRNS, SPECIES , SIZE AND 6RADE OF UMER USED', AND CONNECTOR I0d Is 6" AT PANEL E ' ' . MAIM AND SIZES ACID' ORIENTATION. vRAY9IN% SHAi.1: M OF 51PPIGIENT DETAIL TO PAW IOd ®1O" O.G. AT INTERMEDIATE SUrFFOR IM WRO) THE MUNICIPAL PLAN a%K. WNT DESCRIPTIVE DATA TO 10STRATE WOOD TRW OR SCREYED WITH APPROVED WOOD SORM. ERECTION PROGEG 11NCL IVIN6 SEQIJENCL: OF SM110K AND ANY TEMPORARY STAGING ANT? SWING. SUBMIT PROOFS OF COMPLIANCE OF MATERIA15. CERTIFY ALL FLOOR %WS MALL BE STAOGGERED AND V-O" 17IMMION %TALL RUN ACROSS .JOIST. THAT MATERIALS MEET REGUIREhTNTS WMIFIEO. SUBMIT MIFIGATIC* AVD LOADS USED FOR DESIGN. F. KALL. SHEATHING SHALL BE 112" THICK 3 PLY INTERIOR TYPE, APA RATED SHIEA VINO, GRt21T' INDWMCATION INDEX 24/0. EX Mft 1, SPECIES GROUT 2 OR M7M THE TRUSS MAWA0M SHALL SUBMIT D 516N DETAILS AND GAL.ULATIONS TO THE CITY SU11DINS WARTW FOR APPROVAL{ PRIOR TO INSTALLATION. 5/8" THICK SHALL BE S-MY INTERIOR TYPE, APA RATED S1EAINNI , GROUP IDENTIFICATION INDEX 32A6. EXPOSURE I, WMIE5 GRIM' 2 OR BET M ROOF LOADS 94AL.L BE: DEAD LOAD 14FSF CEILING DEAR LOAD: I.5 PaF� LIVE LOAD 16 FSF ATiIG LIVE LOAD: 6.4 SHEAR KAL LS: SEE SHEAR KALL SCHEDULE. I ATTIC, LIVE LOAD NEED NOT BE 014SIDERED IN COITION Y41TH OTHER LIVE L.OADW 6.5 BLOCK ALL FLOOR JOISTS AT ALL BEARING POINTS. 6b NO UI3H3LOCKED PLYWOOD OR SHEATHING SHALL BE LESS THAN 24' IN THE LEAST DIMSION. 61 FLOOR NAILING I"'EGTION RWRED BEM MALL FRAMING. rtT��� 51%CTURAL. OMERV 0 PROVIDE BL 1010, FOR ALL. HANDRAILS. 6A WALL. FRAMING SKALD. BE 20 STUDS AT 16' 04. U3~ito. PROVIDE DOUBLE 20 TOP PLATE 1091TH MINIMUM V-01 LAP SPLICE AND) PROVIDE SIMPSON STRM TIE STIS OR EQUAL AT YEN S'l '' GTURAL 050NATION 15 MIRED, THE P0LLM* PROCIM FS SI VLL BE MUM-' PLATES Nfm LAPS ARE NOT POSSIBLE, 6.10 NAIL DOUBLED TOP PLATES AT EMOR, BEARINS AND SHEAR, KO LL.St 1. A PRE CONSTRUCTION MEETING, INCLUDING THE EN1NEER OF RECORD RESPONSIBLE FOR THE STRUCTURAL. OBSERVATION, THE CONTRACTOR, 611 PROVIDE DOUSED TRIMHM EACH SIDE of ROPENINSS 6'-0' WIDE OR 6REA'CER. AND APPROPRIATE SIB -CONTRACTOR SHALT. BE iE.D TO iWEI THE DETAILS OF THE ST'' TOR& SYSTEM TO BE 5'TRIIGTftRA LY OBSERYW. 6.12 PROVIDE FIRE STOPPIN IN STUD SP9M KTH 2x MOD BLOCKS IN THE CENTER OF ALL STUD SPACES OVER 100 FEET. Um SECTION 108. 22 DURING THE COURSE OF CONSTRUCTION, THE ENIIEER SMALL. VISUALLY 6.13 ALL, POST TO SEAM CONNECTION SHALL BE "SIMPSONi OR EQUAL UNLESS OTHERWISE NOTED, R FA THE STRUCTURAL. SYM FOR 6MAL CON MWB WITH THE APPROVED PLAN. ANY OBSERVEDDEFCGIENGCES BE REPORTED IN ARITING, TO THE 01"AER'S 6.14 ALL EXTERIOR FINISH MATERIAL BE ApPi.1ED OVER ONE LAYER I5 ASPHIALT SATURATED FELT OREPRESENTATIVE, TO THE CONTRACTOR AND TO TTE BUI.DIN DEP,�. (2) LAYERS OF 6RAM'DO PAPER SHALL BE APPLIED' OVER PLYMOOD OR EQUAL. PROVIDE HORIZONTAL BLOCKING AT 24" O.G. FOR VERTICAL SIDING. & UPON COMMON OF AY'PLIGABLE SHEAR KALLS AND OR THE ANCHORAGE SYSTEM ,6.15 PROVIDE VENTILATION AT ATTIC, AND ENCLOSED ROOF RAFM VIITH STANDARD KALL. VENTILATORS, AND PRIOR. TO GOVMN THE SHEAR M.L51 WAORA sE SYSTEM, THE " I.r 1I N M UNL3E55 N�3TED t 3# WISE ON PJl.AN. PERFORMING n 51RUGTURAL OBSERVATION SHALL SUBMIT A LETTER TO THE BUILDING DPPA%ftV v iTH HIS/ #ER WET STAMP AND S15NATURE AT 011146 6.16 JOIST HANSM AND FRAMING HARDWARE SHOM 09 STiUTURAL. DRAW1%. SIMPSON OR -TO (1) THE DATE MICH THE ft-WXSTRUGTIOH MEETIN& M HELD AND (2) THE EQUAL 0 0,1 RWOE N16d NAILS IN ALL NAIL HOLES. DATES ON N104 VISUAL Oft VM COMTED. THE LETTEit SHALL ALSO �,�t�,yry��yrj��/� }"� -. 1�Ti��%�+C1!lTF�wY �Ay�}N+Y!'R•E/aF+4`RTEET}�1�y1+��NEFIICIIEEZIIE%�51, VOCH TO THE BEST Of THE 0859WER5 6.11 ► W:"tA/ sm KNOA 1wMM, ii NOT IVM.EN f ESOLiiM.'e 6.16 STU i ALL STUDS ARE 20 @ 16" O.G. UNLESS OTHERYIISE NOTED. 4; PRIOR TO COVERING THE KAI{ THE SHEAR WALLS AM( OR AMHORAPE MIN SHALL 6.14 THE coNTRUGTION OF SGAPFOLVING OR PALM PM MORE THAN 3 STORIES OR W-0' IN MMT, 'ANC+ APPROvw BY THE MILDINS VBMTMW INSPECTION STAR- REQUIRM A PERMIT FROM THE STATE OF CALIfORNIA DIVISION OR IN UTRIAL SAFETY. ASSIGNED TO 11E PROJECT. SUCH APPROM BY THE OJILDING WA101EI+iE" IS i'E011IRE0 PRIOR TO G01 MN6. THE ENINEER PERFORMING THE STRUGTIURAL. 03MNATTON 6.20 GONG AND NOTCH* 15 NOT AJ MORI E0 TO APPROVE THE COyERIN OF THE SEAR KA LS/ AKMWAGE SYST'EMf H15/ HER STRUCTURAL OVATION ARE ADVISORY ONLY AV THEY DO NOT Ab EXTERIOR AND BEARING PARTITION5, AN1'' - W= SW MAY BE GUT OR NOTCHED TO A, IN ANY WAY BIND THE gjILDIN6 WARTINENT OR w%TTIUTE A CERTIFICATE TMT THE I?EPTHI NOT EXCEEDING, 25% OF THE NDTHI OF THE SW- SHEAR KAU$ NLL PASS BUILDING DEPARTMENT INSPECTION, NOR DO THEY SUBSTITUTE FOR ASHY FWIRED BUILDING DEPARTMENT INSPECTION. B. W*WAN PARTITIONS: ANY WOOD STUD MAY BE GUT OR N0TGHED TO A DEPTH NOT EXCEEDING 4M OF THE W{D'iH Of THE STUD. w^ lit .Ct NO. C56776 - t � a IL_ < . :1z Cl IlJ � a�1�1 NO. DATE REVISION A A A A REVISION:9BY The fallowing represent the MANDATORY REQUIREMENTS for ALL S) Lamps used in luminaries for general lighting in kitchens and bathrooms shall have efficacy of not less than 40 lumens per DEN AL buildings and shall appear as notes on the LOIN RISE RESIDENTIALwatt. (Fluorescent 'type lighting will meet this plans: requirement). A) Before the building may be occupied, installation certificates for manufactured devices regulated by the Sec. 150(le) Appliance Standards or Part 6 shall be posted adjacent to the Appliance permit(s). Certificate shall: T) In Climate Zones 14 and 16 a vapor barrier shall be installed 1. identify features required to verify compliance with the an the conditioned space side of all insulation in allexterior walls, invented attics, and unvented crawl spaces to Appliance Standards and Part 6; Applt P rote ct Insulation from condensation. t Indicating ?. ina#ude the etotemtixrt 9 that the Installed devices conform to the Appliance Standards and Part is Sec. 150(g) and the requirements for such devices given in the plans and spocifioations approved by the local enforcement U) Any new low --rise residential building shall meet the agency; following minimum requirements: 3. state the number of the building permit under which the 1. Ceiling Insulation. The opaque portions of ceilings construction or installation was perforated. separating conditioned spaces from unconditioned spaces Sec, 10-103(a)(3)(A) or ambient air shall meet the requirements of either 1 or 2 below: 8) the builder shall provide the building owner, rnonager, and the original occupants the appropriate Corti :cate(s) of 0. Ceilings shall by insulated between framing members with insulation resulting in an installed thermal Compliance and a list of the features, materials, components, resistance of R-19 or greater for the Insulation and mechanical devices Installed in the building, and instructions on how to use them efficiently. ALTERNATIVE to Section 150(a)1,: Insulation which Sec. 10-103(b)(1) is not penetrated by framing members may meet an R- value equivalent to installing R-19 Insulation C) After installing wall, ceiling, or floor insulation, the installer shall post 'certificated between fframi members and accounting for the effects a€ fvairting members. in a conspicuous location in the building a signed by the Installer stating that the Installation Is with the plans and requirement of section 10-103(o) (2) (A) b. Roars shall he insulated between framing members consistent and conforms with the requirements of part 6. The certificate shall also with insulation having an Installed thermal state the manufocturer's name and material Identification and resistances of R-19 or greater. the installed R-value, alone. Sec. 10-103(a)(4) 2. Loose Fill Insulation. When loose fill insulation is Installed, the minimum installed weight per square foot shall conform with the insulation manufacturer's D) manufactured fenestration product shall be certified for overall U--volues installed design weight per square foot at the :.tt'ily4 ���)r�p as rated by the National Fenestration hating Councils NFRC 200: manufacturer's labeled R--volue. 1. Have a clearly visible temporaty label, not to be removed before insppection by the enforcement a envy, listing the certified value, solar hoot gain 3. Wall Insulation. Tie opaque portions of frame walls separating conditioned spaces from unconditioned spaces coefficient (SHGC) of the product and he method used to derive those or ambient air shall meet the requirements of either a values. Also the label should Indicate compliance with air infiltration or b below: requirement of Section 116(0) 1 0. Framed wails shall be Insulated between framing 2, Have a permanent label meeting the requiemnt of section 10-111(A)(2) members with insulation having an installed thermal organization, and rating procedures, resistance of R-13 or greater. Framed foundation walls of heated basements or heated crawl spaces Sec. 116(a) shalt be insulated above the adjacent outside ground line with insulation having on Installed E) Field fabricated skylight and windows, and ei(teerior doors, shall be thermal resistance of at least R-13. weather --stripped. ALTERNATIVE to Section 150(c)l.: Insulation which EXCEPTION., Unframed glass doors and fire doors, is not penetrated by framing members may meet an R- value equivalent to Installing R-+-13 Insulation between fronting members and accounting for the See. 116(b) thermal effects of framing members. F) Joints and other openings In the building envelope that are b. The weighted average U--value of walls shall not exceed the U^-value that would result from potential sources of air leakage shall be coulked, gaske►ted, weotherstripped, or otherwise sealed to limit infiltration installing R-13 Insulation between framing members and exfiltration. and accounting for the effects of framing imstttbom, Sec. 117 4. Raised Floor insulation. raised floors separating conditiori d (;) All Insulating material shall be Installed in compliance with spaces from unconditioned spaces or ambient air shall meet the the flamespread rating smoke density requrr; Ments of Suctions requirements of either a. or b, below: 707 of the USC. a. Floors shrill be insulated between framing members Sec. 118(c) with insulation having an Installed thermal resistance of R--1;3 or grouter. H) Heat pumps with supplementary electric resistance heaters shall hove controls: b. The weighted average U-value of floor assemblies 1. That prevent supplementary heater operation when than heating loon can shah not exceed the U-volue that would result from be met by the heat pump alone; and Installing fit-13 insulation between framing members 2. In which the cut -an temperature for compression heating Is higher than and accounting for the effects of framing members. the out --on temerature for supplementary heating, and the cut --off temperature for supplementary heating. Sec. 150(a)-(d) Sec. 112(b) 1) Masonry or factory -built fireplaces shall have the following: 1. Closeable metal or glass doors covering the entire opening of the firebox. A combustion air intake to draw air from the outside of ,2., the building directly Into the firebox, which Is at least six square inches in area and is equipped with a readily accessible, operable, and tight fitting damper or combustion air control device. NOTE: Not required If fireplace is Installed over a concrete slab and will not be located on an exterior wall. SUPERIOR WMOW ,E& DOOR. THERMAL .AM OPTICAL R..ATWGS WITH AND WITHOUT GRIDS CLRiCLR CLR/GRAY CLtt1BR2 CLRIiOw-EI U VALUE SERIES SHGC VT SHGC V1' SHGC VT SHGCCI CLR LOW -El _ se(io x0 waRm _. �., .52 .53 .40 :.. . :� INYLi - ,35 .43 .39 .34 .47 ,47 .34 wio . .57 ,59 .44 .40 .47 .44 .37 .53 .47 .33 w+owD .52 .53 .39 .35 .43 .39 .33 .47 .47 .34 5700 SH w/o .57 .59 .43 .39 .47 .44 .37 .53 .47 .34 wGmD .55 ,S6 ,41 .37 .45 1 .41 .24 1 .49 .49 1 .35 8600X0 w/o .60 .58 .46 .38 .49 .43 .32 .50 .49 .35 wbiaw •55 ,56 .4.2 .37 .45 .42 .29 .49 .49 .34 8700SH wto .61 .63 A6 .42 .50 .46 .32 .55 .49 .34 womD .61 .63 A6 ,42 ,5 .47 .32 .55 A8 .32 8602 Pw w10 ,67 ,70 .SO .47 S0 .S ,52 .35 .62 .48 .32 wGmD .50 .51 .39 .34 .42 .38 .33 AS .50 .35 8900DH w/o. .56 .57 .42 .38 ,46 .42 .36 .51 .49 ,36 wGRm AS .46 .35 .31 .37 .34 .24 .40 .42 .32 7I00 CR w/0 .50 .51 .38 .34 .41 ,37 .26 .44 .44 .33 wGRw .45 .46 ,35 .31 .37 1 .34 .24 .40 .43 .32 7300 A wto .50 .51 .38 .34 Al 1 .37 .26 ,44 .44 .33 IhEmm .65 .64 .50 .42 .54 .47 .36 .56 .49 .38 9300 XX wio 71 .71 .55 Al .59 .52 ,4 t .63 .49 .38 wGRiI) .56 .58 .43 ,39 .47 .43 1 .29 .51 .49 .34 984(#XO r/o .&2 .65 ,47 .431.51�}r�� .48 .32 ,57 .49 .34 wGRm ,63 ii iGijtll .61 ,49 .41 .53 .45 ,35 .53 .7S .6➢ 4f�{t07C0 wio .69 ,68 .53 ,45 .57 .50 .38 .59 7 .60 wGRm ,62 .60 .46 .40 .52 .44 .36 .53 .75 .60 4700 SH w/o ,67 .67 .52 ,44 .56 .49 .39 .59 ,75 .60 wiam .65 .68 .50 .45 .54 .50 .36 .60 .58 .40 402 PW wio .71 .75 .54 .50 .59 .55 .39 .66 .58 .40 wGiuD .53 .50 .42 .33 AS .37 330 .43 .73 .60 4100 CR wio .57 .55 .45 .36 A8 Al .32 .48 .73 .60 woRm .53 .50 .42 .33 .45 .37 .30 .43 .73 .60 4300 A w/o .57 .55 AS .36 .48 .41 .32 .48 .73 .60 wGRm .65 1 .64 ,50 .42 .54 A7 .37 .56 .75 .59 9600 X0 wio 1 .71 ,71 .55 A7 .59 .52-1-.41 .62 .75 .S3 SHGC - Solar Heat Clain Coofficlent, V'r - Visibic TtaOmiftmm, LOW-EI -High Petformaacc Law E Charts S. A flue damper with a readily accessible control. Certificate of Compliance: Residential Addendum CF-1 R EXCE'PTiON: When a gas tog, log lighter, or SINGLE HOUSE ADDITION 11/24/04 decorative gas appliance is Installed In Project Title Date a fireplace, the flue damper shall be blocked open If required by the Special Features and Modeling Assumptions manufacturer's installation instructions The local enforcement agency should pay special attention to the items specified In this checklist. These Items require special or the State Mechanical Cade. written justification and documentation, and special verification to be used with the performance approach. The local nnfnr n,nant anon.„ Aot<rmtnat th„ adarntarw of tha limfificatlan. and may relact a buiidino or destan that otherwise complies 4. Continuous bursting pilot lights and the use of Indoor stir for cooling a firebox ,locket, when that indoor air Is vented to the outside of the building, are prohibited. Sec, 150(e) A Ail heating and/or cooling systems other than wood stoves 911011 hgva ran automatic thermostat with a clack mechanism or other setback mechanism that shuts the system off during periods of non --use and that allows than building occupant to automatically set bock the thermostat sat points for at least 2 periods within 24 hours. Sec. 150(j) l() fhe air handling duct system shall be constructed, Installed, seated and Insulated as provided In Chapter Fa of the uniform Mechanical Code. (Must be insulated to a minimum Installed level of R-4.2 or be in conditioned space). Sec. 150(m) L) All fan systems exhausting air from the building to the outside shall be provided with backdraft or automatic dampers to prevent air leakage, Sec. 150(m)7 M) Storage gas water heaters with an energy factor<0.58 shall be externally wrapped with insulation having installed thermal resistance of R•-12 or greater. Sec. 150(j)1 A N) Unfired hot water tanks, such as storage tanks and backup storage tanks for solar water heating systerns, shall be externally wrappers with insulation having an installed thermal resistance of R--12 air greater or have internal insulation of at least R-16 and a label on the exterior of the tank showing the insulation R--value. Sec. 150(j)18 0) ouct system opening shall be sealed with mos"tic, tape, aerosol sealant, or other duct closure system that meets the applicable requirement of UL 181A, or UL1818 including collars, connections and splices. If mastic or tape, is used to seal openings greater thvri 1/4 inch, the combination of mastic and either mesh or tope shall be used. Sec. 150(m) P) Building cavities shall not used for convex rind conditioned air. Sec. 150(m) Q) Joints and seams of duct system and their components shall not be sealed with cloth bock rubber adhesive duct tapes unless such tape is used In combination with mastic and drawbonds. Sec. 150(m) R) Piping. buried or unburned, for recirculating :sections of domestic hot woter system. piping from the heating :source to the storage tank for an indirect --fired domestic water heisting system, cooling system piping below 55 F, and the first five feet of hot rind cold water pipes from the storage tonk for non -recirculating systems shall be thermally insulated In accordance with table No. 1- T. Set:. 150(j)2 an R-12 External Blanket, IS Required Verification to fnahtroa mttat ha t•nnfirmad andlnr tattnd by a eartiflad HERS rater under the supervision of a CEC approved HERS arovider. The HERS rater must document the field verification and diagnostic testing of these measures on a torm UI -M. Run Initiation Time: 11 24104 •16:28 Bun Cog : 11 1330988 EnergySro 3.1 By EnergySoft User Number: 1919 Job Number. K042842 Page:6 Of 20 Certificate of Compliance: Residential (Part 1 of 2) CFA R SINGLE HOUSE ADDITION 11/24/04 Project Title Date 1014 S. VIRLEE ST. SANTA ANA Project Address Building Permit # PERFECT DESIGN & ENGINEERING, INC. 626} 289-8808 / Documentation Author Telephone Plan Check Date Computer Performance $ Field Check t Date Compliance Method (Package or Computer) Climate Zone Enforcement Agency Use Only GENERAL INFORMATION Total Conditioned Floor Area: 1,565 f? Average Ceiling Height: 8.0 ft Total Conditioned Slab Area: 1,565 ft2 Building Type: (check one or more) © Single Family Detached ❑ Addition ❑ Single Family Attached ❑ Existing Building ❑ Multi -Family X❑ Existing Plus Addition Front Orientation: (Southeast)135 deg Floor Construction Type: ® Slab Floor Number of Dwelling Units: 1.00 Number of Stories: 1 ❑Raised Floor BUILDiN(3 SHELL IIVSULAIIUN Const, Component Frame Assembly Location/Comments Type Type U-Value (attic, garage, typical, etc.) R-0 RoofR-0 Roof{R.0.2x6.16) Wood 0.299 Exterior Roof R-OR-O Wali�.0.2x4,16) Wood 0.386 Exterior Wall Slab On Grade n/a 0.756 Covered Slab w/R-0.0 Perimeter Insulation R-30 RoogR.30.2x12.16) Wood 0.035 Exterior Roof R-13 Wall (W 13,2x4.16) Wood 0,088 Exterior Wall FENESTRATION Shading Devices Type Orientation Area Fenestration Exterior Overhang Side Finis SF U-Factor SHGC ShadingYes / No Yes. / No Rear (Northwest) 53.6 1.28 0.80 Bug Screen ❑ X❑ ❑ FAI Front (Southeast) 46.0 1.28 0.80 Burt Screen ❑ 191 ❑ Q Left (Southwest) 20,0 1.28 0.80 Bug Screen ❑ X❑ ❑ X❑ Right (Northeast) 20.0 1.28 0.80 Burt Screen ❑ X❑ 0 X❑ Rear (.Northwest) 12.0 0.75 0.68 Bug Screen ❑ R ❑ Q Left (Southwest) 20,0 0.75 0.68 Butt Screen ❑ x❑ ❑ [R1 Right (Northeast) 20.0 0.75 0.68 Bug Screen ❑ X❑ ❑ X❑ ❑❑ ❑❑ ❑ ❑ ❑ ❑ ❑❑ ❑❑ ❑ ❑ ❑ ❑ El ❑❑ Rup InitiationTime: 1/2 41 :2IIQ1330988 EnergyPro 3.1 By EnergySoft User Number: 1919 Job Number: K042842 Pa e:3 of 20 Mandatory Measures Checklist: Residential (Pagel of 2) MF-'I R NOTE: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (') may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist Is incorporated Into the permit documents, the features noted shelf be considered by all parties as minimum component performance specifications for the mandatory measures whofhor fhou arc chnwn nlaawhara In the dncuments or on this checklist only. DESCRIPTION instructions: Check or Initial applicable boxes or enter NIA if not applicable. DESIGNER ENFORCEMENT Building Envelope Measures o1150(a): Minimum R-19 ceiling insulation. ❑ § 150(b): Loose fill insulation manufacturer's labeled R-Value. �} 1150(c): Minimum R-13 watt Insulation Inwood framed walls or equivalent U-value in metal frame walls (does ti not apply to exterior mass walls). Q' §160(d): Minimum R-13 raised floor insulation in framed floors or equivalent. ❑§ 150(1): Slab edge insulation - water absorption rate no greater then 0.3%, water vapor transmission rate no greater than 2.0 permlineh. §118: Insulation specified or installed meets insulation quality standards. Indicate type and form. ® §116-17: Fenestration Products, Exterior Doors and infiltration/Exriltration Controls 1. Doers and windows between conditioned and unconditioned spaces designed to limit air leakage. 2. Fenestration products (except field fabricated) have label with certified U-Factor, certified Solar Heat Gain Coefficient (SHGC), and infiltration certification. 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. ❑ § 150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. ❑ § 160(0: Special infiltration barrier installed to comply with Section 161 meets Commission quality standards. M. § 150(e): installation of Fireplaces, Decorative Gas Appliances and Gas Logs, 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. Space Conditioning, Water Heating and Plumbing System Measures o9110.13: HVAC equipment, water heaters, showerheads and faucets certified by the Commission. © § 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACCA. o§150(i): Setback thermostat on all applicable heating and/or cooling systems. § 1500): Pipe and Tank Insulation 1. Storage gas water heaters rated with an Energy Factor less than 0.68 must be externally wrapped with Insulation having an installed thermal resistance of R-12 or greater. 2. First 5 feet of pipes closest to water heater tank, non -recirculating systems, Insulated (R-4 or greater) 3. Back-up tanks for solar system, unfired storage tanks, or other indirect hot water tanks have R-12 external insulation or R-16 combined Internailexternal insulation. 4. All buried or exposed piping insulated in recirculating sections of hot water systems. S. Cooling system piping below 55 degrees F. insulated. 6. Piping Insulating between heating source and indirect hot water tank. EnergyPro 3.1 By EnergySoft User Number: 1919 Job Number: K042842 Page:6 of 20 Certificate of Compliance:. Residential Part 2 of 2 CF-'I R SINGLE HOUSE ADDITION 11/24/04 Project Title Date HVACSYSTEMS Note: : Input H risen#car Combined H eranlc data under Water Heating Systems, tems exceptpt Design Heati ng Load, Distribution Heatingg Equipment Minimum Type and Duct or Type (fumace, heat Efficiency Location Piping Thermostat Location i pump, etc.) (AFUE/HSPF)(ducts, attic, etc.) R-Val ue Type Comments ntrat Ff trrine,f 80% AFUE Duns in Atfic . _ 4.2 Setback ltlltit3l-C)tjq.E- Cooling Equipment Minimum Duct Type (air conditioner, Efficiency Location Duct Thermostat Location / heat pump, evap. cooling) (SEER) (attic, etc) R-Value Type Comments Split Air Conditioner IQ.0 SEER_ Duds In Attic 4.2 Setback WHnt c H01 t E WATER HEATING SYSTEMS Rated 1 Tank Energy Fact! 1 External Water Heater Water Heater Distribution # in Input Cap. or Recovery Standby Tank InsuY . �. System Name Type Type Syst, Btu/hr (gal) Efficiency Loss (°fo} R-Value 2j(�S;- f75 mail Gas _ Standard I _ 70,000 75 0.53 nta 12 y GA #' r factor. 1 For small gas storage (rated Inputs of less than or equal to 76,000 Btu/hr), electric resistance and heat pump water heaters, tit energy For large gas storage water heaters (rated Input of greater than 75,000 Btu/hr), list Rated Input, Recovery Efficiency and Standby Loss. _ For instantaneous gas water heaters, list Rated Input and Recovery Efficiency. wk REMARKS COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply With title z4, harts 1 ano ti at ins California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the Individual with overall design responsibility, The undersigned recognize that compliance using duct seating and TXV's requires Installer testing and certificatio and field verification by an approved HERS rater. Designer or Owner (per Business & Professions Cade) Documentation Author Name: Name: RAYMOND M. ZHONG P.E, Title/Firm: RAUL CASTRO Title/Finn' ENGINEERING, INC. Address: 8931 E. KEYWEST ST. Address: 241 SAN GABRIEL CA 91776 A i'elephone:(626) 286-2380 Y Telephone: 7808 Lic. #: C ?n - / No. 7 35 rr` e ature) (date) (signature) .* IV(sig (date) Enforcement Agency q ct'��+ur ,G Name: Title/Firm: OF Ai.t Address: Telephone: signature/stamp (date) Job Number: K042842 Page:4 of 20 EnerovPro 3.1 By Enerovsoft user Number. 1919 Mandatory Measures Checklist: Residential (Page 2 of 2) MF-1R NOTE: Lowdse residential buildings subject to the Standards must contain these measures regardless of the compliance approach used, items marked with an asterisk (') may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is Incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. DESCRIPTION instructions: Check or initial applicable boxes or enter NiA if not applicable. DESIGNER ENFORCEMENT Space Conditioning, Water Heating and Plumbing System Measures: (continued) O'§ 150(m): Ducts and Fans 1. All ducts and plenums Installed, sealed and Insulated to met the requirements of the 1998 CMC Sections 601, 603,604 and Standard 6-3; ducts Insulated to a minimum Installed level of R-4.2 or enclosed entirety In conditioned space. Openings shall be sealed with mastic, tape, aerosol sealant, or other duct -closure system that meets the applicable requirements of UL181. UL181A, or 1.11.1818. if mastic or tape Is used to seat Openings greater than 1/4 Inch, the combination of mastic and either mesh or tape shalt be used. Building cavities shalt not be used for conveying conditioned air. Joints and seams of duct systems and their components shall not be sealed with cloth back rubber adhesive duct tapes unless such tape is used in combination with mastic and drawbands. 2. Building cavities, support platforms for air handlers, and plenums defined or constructed with materials other than seated sheet metal, duct board or flexible duct shall not be used for conveying conditioned air. Building cavities and support platforms may contain ducts. Ducts installed In cavities and support platforms shall not be compressed to cause reductions in the cross -sectional area of the ducts, i 3. Joints and seams of duct systems and their components shall not be sealed with cloth back rubber adhesive duct tapes unless such a tape Is used in combination with mastic and drawbands. 4, Exhaust fan systems have back draft or automatic dampers. S. Gravity ventilation systems serving conditioned space have eltherautomatic or readily accessible, manually operated dampers. 6. Protection of Insulation. Insulation shall be protected from damage, including that due to sunlight, moisture, equipment maintenance, and wind but not limited to the following: Insulation exposed to weather shall be suitable for outdoor service e.g., protected by aluminum, sheet metal, painted canvas, or plastic cover. Cellular foam Insulation shall be protected as above or painted with a coating that Is water retardant and provides shielding from solar radiation that can cause degradation of the material. o§ 114: Pool and Spa Heating Systems and Equipment 1. Certified with 7$% thermal efficiency, on -off switch, weatherproof operating Instructions. no electric resistance heating, and no pilot. 2. System is installed with at least 36" of pipe between filter and heater for future solar, cover for outdoor pools or spas. a. At least 36" of pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spas. 3. Pool system has directional inlets and a circulation pump time switch. o§ 115: Gas fired central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously burning pilot light. (Exception: Non -electrical cooking appliances with pilot < 150 Btulhr) § 118 (f): Cool Roof material meet specified criteria Lighting Measures §150(k)l: Luminaires for general lighting In kitchens shalt have lamps with an efficacy 40 lumenstwatt or greater for general lighting In kitchens. This general lighting shall be controlled by a switch on a readily accessible lighting control panel at an entrance to the kitchen. Q§ 150(k)2: Rooms with a shower or bathtub must have either at least one luminaira with lamps with an efficacy of 40 lumensfwatt or greater switched at the entrance to the room or one of the alternative to this requirement allowed In Section 150(k)2.: and recessed ceiling fixtures are IC (insulation cover) approved. HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY PROJECT NAME DATE SINGLE HOUSE ADDITION 11/24/04 SYSTEM NAME FLOOR AREA WHOLE HOUSE 1,565 Number of Systems 1 _ Heating System Output per System 54,000 Total Output (Btuh) 64,0001 Output (Stuhfsgft) Cooling System Output per System 34,000 Total Output (Stuh) 34.000 Total Output (Tons) 2.8 Total Output (Stuhisgft) 21,7 Total Output (sgft/Ton) 652.4 Air System CFM per System 1,200 Airflow (cfm) 1,200 Airflow (cfm/sgft) 0.77 Airflow (cfmiTon) 423,E Outside Air (%) 0.0 Outside Air (cfm/sgft) 0.00 ate: values above given at ARI ATING SYSTEM PSYCHI 33.0 of 68.2 of Outside Air 0 cfrn 68.2 of 97.2 / 69.5 OF Outside - >;l " 0 cfm 79.7162.6 OF CFM Total Room Loads i,78 44,162 146 1>255 47,239 Return Vented Lighting o Return Air Ducts 2.208 2,362 Return Fan b 0 Ventilation 1 0 0 0 0 Supply Fan 0 Supply Air Ducts 2,208 2,362 TOTAL SYSTEM LOAD Latent i I CFM I Sensible 48 567 146 61968 CARRIER 38CKC-036168STA 070-12 28,166 3,194 54,000 Total Adjusted System Output 28166 3194 $4,Ob0 (Adjusted for Peak Design Conditions) ��� TIME OF SYSTEM PEAK Aug 2 m Jan 12 am 68.2OF = 105.0017 Supply Fan Heating Coil 1200 ofm lti Return Air Ducts 4 79.7 / 62.6 of 79.7162.E of 55.0 153.4 OF Supply Fan Cooling Coil 1200 cirri V=-Numbor ( 3.1 By EnergySoft User Number; 1919 Joe Number: K042842 Page:? of 20 -} i l Enargyprc 3.1 By CnsayScft }% Return Air Ducts 'I supply Air Ducts 103.2 of ROOMS 70.0 of I Supply Air Ducts ---ry 56.7154.1 of 40A% R.H. [ ROOMS 78,0162.0 of MENG cis � zit ' No, `�r>r OF C pll � of 20 Date(. 112.412004 Scale Drawn Job # K04�� Sheet tt (� ypp� [d� tr ({ tr C, -- i i 1,M7 - i { \ & MANDATORY - REQUIREMENTS Of Sheets