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Home My WebLink About10138064-5.pdfAPPROVED Two STOR'Y SINGLE FAMILY RESIDENCE O1 1C , DE EUCLID PACIFICA PLAN NOm 2R DP No. -- 180 1, Al � £ 1t �rvnI'D 330 S. EUCLID 3 STREET SANTA ANA92704 P�ln . d. i CaLl 647-594-0 t,� 0 .f , gi�pgg �ggB q� {p7 �wg��, �: - � Pi arx ,��'gi � Jai L 81 i 1—NDT,°�uR H F1bcx .r' w a's s...y i ate, j' Qf3 f3 0� 6L4 f; j/y� j ��' r..k.. E` `s...'. oif ..dk „ .{:.✓'(E, v�, f � �y ry {" t E.x�S., �'� Ah`i� � ¢�'�� L � ��'*.J }u �� K, C�}Sty-112 M �g [ea , 4a.7 a �3¢$ea SFC�d e2 'i':'k ; at3 .« R, 9, t I II the jLr. V t '01 zhim's no, It Is i�t`I;c�'ful o 1ig4 k anyg harm 3 I ] �? a . C ,� 9 OR I8I C without written pa I-0ssi U fIOT�I ��iG 5 1 TM.t. t Cityof S nI Arts. m I_l_! `a.1 t�'"`l' "" • '". °"' The ace on cthis Specifications ;� s and s)1ons oOrdinanceState Law, 0 an q{ + �2 ,U-71- � V b1l I J a s d By CITY SANTA 0000�oQ c�c�oc�c c�c� i ® `ram: , , r LS 4W mom C) PA, a4e_�_s re *i_11 t L =k.- PROJECT DIRECTOR, LEGAL DESCRIPTION ABBREVIATIONS DRAWING INDEX PROJECT ADDRESS A.B. ALUM,/AL A.C. ANCHOR BOLT ALUMINUM ACOUSTICAL MAINT. MAIL MAX MAINTENANCE MATERIAL MACHINE 330 S. EU+CLID STREET, SANTA ANA, CALIFOKNIA 92704 A.C. ASPHALT CONCRETE M.B. MACHINE BOLT � � �` ISO— �� ASSESSOR PARCEL NO. S/2, NE/4, NE/4 S1.7, TS5S, R'IOW, S.B,13. & M, CITY OF SANTA ANA, COUNTY OF ORANGE, STATE OF CALIFORNIA AS PER: DEED A.C. or A/C A.F. A.F.F. BD. or SRO. AIR CONDITIONING ACCESS DOOR ABOVE FINISH FLOOR BOARD MECH. MET. MEZZ, MFG. MISC. MECHANICAL METAL MEZZANINE MANUFACTURER MISCELLANEOUS A V1t+4 � a, � � p,�� ». rs a` -+ I� c� I+�3U + 108-4'34-028 OWNER RECORDED IN BOOK 102P 274 OF DEEDS O.R. AS PER MAP ' ' BLDG. BLK. BUILDING BLOCK M.O. IfiAlYSfkUMY OPENING ~~ �. � � � � � �` � � o TS-1 TITLE SHEET -' BOOK 50, P. 13, RECORDS OF SURVEY, ORANGE CO, BIKG. BLOCKING MULL. MULLION � �` ISO .� �. ,� o � � ' ..:, ,...♦:..:. ��.... j TANG i HOAI i AN BM, B.N. BEAM BOUNDARY NAILING (N) NEW c°ii n, � �" � � ynt, � a ; y -� � is>��t Q - i GN 1 GENERAL NOTES 4906 W.1 ST STREET, SANTA ANA CA 92703 BOT BOTTOM NO. NUMBER cr �, r- crr _ � Is to 00 N _. a � ; TELEPHONE (714) 2'10-2885 TOTAL LOT SSE C.B. CIc CARRIAGE BOLT CENTER TO CENTER N.T.S. N.I.0 NOT TO SCALE NOT IN CONTRACT a � ca � � � � � � � � 'a C!�Jr �, � 0 AR-1 SITE, SLAB & ROOF PLAN CONTACT PERSON : GARY TANG GER. CERAMIC O.C. ON CENTER' _ CURT CADWELL 66.75 X 120 FT = 8,010 SQUARE FT. LOT CEM CEMENT O.D. OUTSIDE DIAMETER Imo► ?U lid St, • E!, I� � :st 0 AR-2 1 ST & 2ND FLOOR PLANS �++ DESIGN: �^±�+ CLR. G.M.U. CLEAR CONCRETE MASONRY UNIT O.H. 0PN'G. O.D.OVERFLOW OPPOSITE HANG OPENING GRAIN � , � � x � "°� �' � � � I� - ! ` AR-3 ELEVATIONS V 1 DEVELOPMENT, INC. COL. COLUMN K 4906 W. FIRST STREET COMPa. CONC. COMPOSITION CONCRETE CONNECTION P.A: PLAS. PLANTING AREA PLASTER to "' � a � 8 WSignet Gir 0A 1✓--- Q.� p s CQ AR�L� SECTIONS SANT,A ANA, CA 92703 714-210-1596 LOT ALLOTMENT FOR HIGHWAY DEDICATION i 66.75 FT. 10 FT. 887.v SQUARE FT. COONNSSTR. CON'T, CORR. C.S.K. CONTINUOUS CORRIDOR COUNTERSINK PLYWa. P.J. PROD. P PLYWOOD FOOT POUR JOINT PAIR � ro , Ltt S gt� soH o W 1PI o 3 AR-5 SPECIFICATION / SCHEDULE r c► ENGINERS,,' G.J. CONTROL JOINT _ Andrcn AR-6 LAM NGUYEN NET SIZE OF LOT G.I. C.L. CAST IRON CENTER LINE Q.T. QUARRY TILE ' IS rAl)eg ,ECEIV N Newh �, DETAILS 12277 BAJA PANORAMA 7,342.5 SQUARE FT. PER LOT DBL. GET. DOUBLE DETAIL. R. RISER pa s iAR-� DETAILS � '�� 1S � °L�nAs� � SANTA ANA, CA 9270$ D.F. D.F, 01A. DOUGLAS FIR DRINKING FOUNTAIN R. or RAG. R.C.P. R>D. RADIUS REFLECTED CEILING PLAN ROOF DRAIN u 1?UI T!t}Inj emma Aw II AR-8 DETAILS TEL 714 392 5481 atAG. DIN. DIAMETER DIAGONAL DIMENSION RREINF. REINFORCE g C 6Santa DIR D . D.S. DIRECTION DOOR �€NING DOWNSPOUT , RM. .O R.O. REQUIRED ROOM ROUGH OPENING ST-1 ST-2 STRUCTURAL NOTES STRUCTURAL NOTES/ LEGEND CODE COMPLIANCE �� SYMBOLS 'VICINITY MAP DWG. & DRWG. €A DRAWING EACH REDW O SECT. REDWOOD SECTION - � " PP _ ST-3 FOUNDATION/ 2ND FLOOR FRAMING PLAN REVISION DESIGNATION E.N. EDGE NAIL SHT. SHEET ELEC. ELECTRICAL SM. SIMILAR 1" SANNDIVISION LEGAL JURISDICATION :CITY OF SANTA ANA, CALIFORNIA NORTH ARROW ELEV. do €L. EQ. EQUIP, ELEVATION EQUAL EQUIPMENT SIMUL. SPECS. S.F. SIMULATED SPECIFICATIONS SQUARE FEET S ,:+ ST-4 CEILING -ROOF/ 2ND FLOOR FRAMING PLAN t/$" " '� On DRAWING/GRAPHIC SCALE EXIST or {E) E.J. EXISTING EXPANSION JOINT S.S. or SfS S.S. STAINLESS STEEL SERVICE SINK .?:a�.m.�.a�...�..�...�, � f2�.�„ PN-1 POLICE NOTES APPLICABLE CODES: 7_c I 'I'�#'---�i--i._. ��.t..�tit�r ,. -- CALIFORNIA BUILDING CODE O $' REPRODUCTION EXP. EXT. EXPOSED EXTERIOR STA. STD. STATION STANDARD C C F?0:� �: �' p '.} � P-1 PLUMBING NOTES 1 SCHEDULE CALIFORNIA MECHANICAL CODE DETAIL KEY 25 FLG. F.H.C. FIN. FLANGE FIRE HOSE CABINET FINISH sTL. SQ. STRUCT. STEEL SQUARE STRUCTURAL T� SC t e A i,>.., � 1Z : ✓ � - - ;CALIFORNIA PLUMBING CODE � ss DETAIL NUMBER � �.N. �ELa �iAil sUSP. SUSPENDED � � � 1*a ; p P-2 � I ST FLOOR / 2ND FLOOR PLUMBING x 7 i t �. J r CALIFORNIA FIRE CODE FLR. FLOOR SYM. SYMMETRICAL , , 1 .4?t (� CALIFORNIA. ELECTRICAL CODE I- CALIFORNIA ENERGY CODE (TITLE 24 PART fi } SECTION KEY A F.O. F.O.C. F.O.F. F.O.S. FINISHED OP€WING, FACE OF CONRETE FACE OF FINISH FACE OF STUD T. or TR. T.D.C. C TREAD TRAFFIC DECK COVERING TONGUE � GROOVE C_ l y o e _ E.�,.,�� ..•r. -,� ,. O M''I HVAC NOTES, LEGEND AND COMPU P , SE ON NUMBER OVER 36 DRAWING NUMBER FOUND. FOUNDATION r: or TEMP. TEMPERED i I F N T ': '"e ry M _- xt q p HVI1C PLANS F.R.P. FIBER REINF. PLASTIC THK. THICK w: rom, o tC pass? y /� �/+ RESIDENTIAL DWELLINGS: ELEVATION KEY i E NATION NUMBER OVER F.D. F.S. F.S.D. FIG. FLOOR DRAIN FLOOR SINK FULL SIZE DETAIL FOOTING T.O.C. T.O.M, T.O.S. TYP. TOP OF CONCRETE or CURDty TOP OF MASONRYDATE:. TOP OF STEEL TYPICAL ' N"IN G i` N A L U I R F I) Y S t WN �s pr p^�y ��na -{-p o E-1 ELECTRICAL NOTES, LEGEND AND CIO � T i ATIO S sexy ` 2T DAWING NUMBER t TOP OF WALL .��i� , CONSTRUCTION TYPE : V-N GA. GAUGE T.O.W. T.O. sH. TOP OF SHEATING T." C Q, E-2 ELECTRICAL PLANS = - OCCUPANCY GROUP: 31U-1 g$ ENLARGED AREA KEY tg DRAWING NUMBER GL. GALV. GR. CLASS GALVANIZE. GRADE T.O. COR. U.N.O. TOP OF CORNICE UNLESS NOTED OTHERWISE , . C I �>r� 'i�I' �`�L�� '��;?I?�,� .. TITLE 24 . DRAWING NUMBER GYP. BD. GYPSUM BOARD jt'1` � �I � � �'?' o T-'I V.T. VINYL TILE ; ./ COLOR/MATERIAL KEY HOWD, HORIZ. H.S.B. HARDWOOD HO�tIZaNTAL HIGH s-TFIENGTI i BOLT V.C,T, VERT. VINYL COMPOSITION TILE VEiTICAL 1 c� r O Ir'� 3 sv .. LD. INSIDE DIAMETER W/ WITH �O ELEVATION MARK INSUL. INT. INSULATION INTERIOR W.C. WD. WATER CLOSET WOOD I�°� " _ W.I. WROUGHT IRON DATUM 15 s d+jjp 1 Fr LAN. LT. WT. LAVATORY LIGHT WEIGHT W.L. W.F.MADE W.P. WADER LEVEL FLANGE WORKING POINT VOL WATERPROOFING THOIViAs GUIDE RAGE �725 WEAKENED PLANE >r*�I z W �a � U W � � H o a 0 z ul z g ...Vj it a �� LLJj W1� w.� Q § w L .pill i., 0: tu P— i11�F C3 tl� u ci ® t; z d 0 I.- 1-- � Q � Q W cn LLJ I-- I=� a +J to REVISION DATE 21 gip- -i1:,s 1- 03 ALL DRAWINGS, DESIGNS SPECIFCCATIONS REPRESENTED HEREIN ARE THE ORI WAL AND UNPUBLISHED fT PERW OF G,Xk: b .> AND SHALL NOT BE REPRODUCED, DISCLOSED OR USED BY OTHERS WITHOUT PRIOR WRITTEN CONSENT OP,(7,T : aQc:w. VIEWING THr* DOCUMENTS CONSTITUit<5 ACCEPTANCE OF THESE CONDMONS. ALL RIGHT RESERVES. 3� �P DATE: SEPT. 5, 20 • 02 FILE NAME: EUGLlD SCALE: AS iNi?fGATI'Q DESIGN/DRAWN; MA / J1 SHEET NO. .PLAN N{i.: 2R I . I I I I . ENERAL NOTES I I I I I I I � I , THIS IS A BUtLDER'S SET OF DRAWINGS PREPARED TO A LEVEL OF COMPLETION SATISFACTORY SUB -FLOORING INSTALLATION NOTES' . I EXTERIOR DOORS-, I C. INSTALLATION AS SPECIFIED IN (TCA) -HANDBOOK METHOD- I F. ENERGY REQUIREMENTS. PROVIDE ALL MATERIAL AND EQUIPMENT TO MEET ALL LOCAL ENERGY REQUIREMENTS. . FOR BUILDING PERMIT PURPOSES AT THE TIME OF THEIR PREPARATION AND FOR CONSTRUCTION � BY A KNOWLEDGEABLE AND EXPERIENCED BUILDER FAMILIAR WITH, THIS TYPE OF WORK. SUCH : A. INTERIOR PLYWOOD SHALL BE SECURED TO FRAMING MEMBERS WITH ADHESIVE (B.F. & � A. FLUSH WOOD DOORS' 1 31e SOLID CORE (EXTERIOR GRADE}, FLUSH FACE, PAINT GRADE. . I . 1. *FI12" FOR FIRST FLOOR DIVISION 16 - ELECTRICAL DOCUMENTS MAY REQUIRE PREPARATION OF SUPPLEMENTAL DETAILS. PRODUCT SPECIFICATIONS. . 'O . EQUAL) AND NAILED PER STRUCTURAL NOT.$, WOOD FLOORS G ODRICH 'PLASTIKON 400' OR NOTES:. 1. I I B. ENTRY DOORS- SEE DRAWINGS, (EXTERIOR GRADE). : 2. "FI41" FOR LOORS ABOVE I RULES AND REGULATIONS: ALL WORK AND MATERIAL SHALL BE IN FULL ACCORDANCE WITH THE I . AND ELABORATION AND INTERPRETATION BY EXPERIENCED CONTRACTOR, SUBCONTRACTORS AND SHALL BE LEVEL TO WITH A 1l8r IN 41r IN 96'. LATEST, FEDERAL, STATE, COUNTY, CITY OF GOVERNING AGENCIES UNIFORM CODES, RULES, . OWNERS INDEPENDENT CONSULTANTS. I INTERIOR DOORS: 3, 'W243" FOR WALL INSTALLATION I REGULATIONS OR AMENDMENTS. NOTHING IN THESE DRAWINGS OR NOTES SHALL BE CONSTRUED TO . B. ALL EXTERIOR DECKS, PATIO.S, BALCONIES, LANOINOS AND SIMILAR SPACES SHALL BE PERMIT WORK NOT CONFORMING TO THESE CODES. FOR CONVENIENCE OF REFERENCE AND TO FACILITATE THE LETTING OF CONTRACTORS AND SUB- SHEATED MT14 3/4- EXTERIOR GRADEPLYWOOD AND SLOPE Ile PER FOOT MINIMUM AWAY FROM I A. FLUSH WOOD DOORS: 1 3/8" HOLLOW CORE, PAINT GRADE, HARDCORE FACE, PAINTED D, PROVIDE APPROVED WATERPROOF MEMBRANE AT SHOWERS OR TUBS WHERE CERAMIC TILE CONTRACTORS, THE NOTES ARE SEPARATED INTO TITLED SECTIONS. SUCH SEPARATIONS SHALL BUILIDING UNLESS OTHERWISE NOTED. DOORS UNLESS OTHERWISE NOTED. FINISH IS INDICATED. I ELECTRICAL SYSTEM LAYOUTS ARE GENERALLY DIAGRAMMATIC. LOCATION OF OUTLETS AND I NOT OPERATE TO MAKE THE ARCHITECT AND ARBITER TO ESTABLISH LIMITS BETWEEN THE EQUIPMENT IS APPROXIMATE. EXACT ROUTING OR WIRING, LOCATIONS OF OUTLETS TO BE GOVERNED CONTRACTOR AND SUBCONTRACTORS. I HANGERS, FRAMING ANCHORS SHALL BE GALVANIZED OR SHOP PAINTED WITH RUSTB.WAR FACTURER AS SELECTED BY CLIENT. 1-1/8* OR 1-31e HOLLOW . DIVISION 10 - SPECIALTIES BY STRUCTURAL CONDITIONS AND OBSTRUCTIONS. WIRING FOR EQUIPMENT REQUIRING MAINTENANCE . INHIBITIVE PAINT. CORE, FLUSH, PAINTED HARDBOARD DOORS UNLESS OTHERWISE NOTED. SECTION 10-1 MISCELLANEOUS & SPECIALTIES AND INSPECTION TORE READILY ASSESSABLE. I CONTENTS . I . I , PRESERVATIVE -TREATED LUMBER. GARAGE DOORS INSTALLATION. ALL ITEMS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE RESPECTIVE WIRING AND' CONNECTIONS: I DIVISION NUMBER TITLE I : A. INSTALL PRESSURE TREATED LUMBER IN CONTACT ,NTH CONCRETE, A. SECTIONAL GARAGE DOORS TO BE SELECTED BY OWNER AND INSTALLED PER MANUFACTUREWS MANUFACTURER'S PRINTED INSTALLATION INSTRUCTION AND ACCEPTED SHOP DRAWINGS. ADHESIVE INSTALLATION WILL NOT BE PERMITTED. A. CONDUIT PIPING LOCATED WITHIN PLANTING AREAS SHALL BE PLACED A MINIMUM OF 18" I GENERAL REQUIREMENTS I � WRITTEN INSTRUCTIONS. BELOW FINISH GRADES. 2 . SITEWORK I B. ALL EXPOSED, EXTERIORS STRINGERS AND POSTS WITHIN 48 INCHES OF FINISH GRADE SHALL BE PRESSURE TREA TREATED LUMBER. SECTION 8-8 ALUMINUM SLIDING DOORS AND WINDOWS: SECTION 10-B FACTORY BUILT METAL FIREPLACES. . . B. U.L. LABELING: ALL ELECTRICAL EQUIPMENT. BREAKERS AND TIME CLOCK CONTROLS SHALL BE . 3 . CONCRETE � . PROPERLY LABELED. . 1 4 MASONRY 5 METALS ' . LET -IN BRACE: PROVIDE IX6 LET -IN BRACE AT EACH CORNER AND EVERY 25 FEET OF THE VINYL CLAD ALUMINUM SLIDING WINDOWS: MANUFACTURER AS SELECTED BY CLIENT WITH NAIL -ON A. FIREPLACES SHALL BE LISTED AND SHALL BE INSTALLED IN ACCORDANCE WITH THE TERMS OF THEIR LISTINGS AND THE MANUFACTURER'S PRINTED INSTRUCTIONS AS PER SECTION 3102.5 OF THE ELECTRICAL SERVICES. 6 WOODS & PLASTICS EXTERIOR WALL AT EACH FLOOR WITH A. MINIMUM OF FOUR STUD SPACES BETWEEN BRACES. FIN UNLESS OTHERWISE NOTED. WINDOWS SHALL COMPLY WITH ANSI/AAMA SPEC. 101-Et!5. . UBC OR APPLICABLE BUILDING AND MECHANICAL CODES. 7 THERMAL & MOISTURE PROTECTION I A. THE SERVING UTILITY WILL PROVIDE AND INSTALL ALL PRIMARY AND SECONDARY SERVICE 1 8 DOORS & WINDOWS, SECTION 6-B FINISH CARPENTRY VINYL CLAD ALUMINUM SLIDING DOORS: MANUFACTURER AS SELECTED BY CLIENT WITH NAIL -ON 8, FIREPLACE MANUFACTURER. MODEL AND I.C.B.O. NUMBER, U.L. NUMBER OR APPROVED TESTING RACEWAYS AND CONDUCTORS INCLUDING TRANSFORMER PADS AND CONNECTIONS TO THE LINE SIDE 9 FINISHES � I I � "MANUAL FIN UNLESS OTHERWISE NOTED. DOORS SHALL COMPLY WITH ANSI/AAMA SPEC.101-85. AGENCY NUMBER SHALL BE INDICATED ON DRAWINGS. OF ALL BUILDING MAIN DISCONNECTS. RACEWAYS SIZED AS DESIGNATED BY THE SERVICE UTILITY I , 10 SPECIALTIES �� MILLWORK AND WOOD CASE V(ORK: MANUFACTURE MILLWORK AND CASEWORK PER OF I SHALL BE PROVIDED BY THE ELECTRICAL CONTRACTOR FROM EACH BUILDING MAIN DISCONNECT TO 11 EQUIPMENT MILLWORK' OF WOODWORK. INSTITUTE OF CALIFORNIA, CUSTOM GRADE UNLESS NOTED OTHERWISE. SCREENS: PROVIDE ALUMINUM FRAMED FIBERGLASS SCREEN AT EACH OPEN VENT. C. FLUE, CHIMNEY AND TERMINATION CAP SHALL BE MODEL I.C.B.O. NUMBER, U.L. NUMBER OR I THE EXTERIOR BUILDING LINE FOR CONTINUATION. BY THE SERVING UTILITY. 12 FURNISHINGS 13 SPECIAL CONSTRUCTION . INSTALLATION- INSTALL ALL SHELVING; CASEWORK, MILLWORK. DOORS. HARDWARE, RAILING, TRIM, . SECURITY-. ALL DOORS AND WNDOWS SHALL BE MANUFACTURED AND INSTALLED IN ACCORDANCE APPROVED TESTING AGENCY NUMBER TO MATCH FIREPLACE. I 1 B. PROVIDE ONE ELECTRICAL METER PER UNIT. 1 14 CONVEYING EQUIPMENT COUNTERS, CABINETS, VANITIES, UTILITY BACKBOARDS AND OTHER FINISH CARPENTRY. WITH ALL APPLICABLE STATE AND LOCAL CODES AND ORDINANCES. SECTION 10-C NOT USED . 1 15 MECHANICAL I � SECTION 10--D BATHROOM ACCESSORIES. C. LIGHT CIRCUITS SHALL BE 15 AMP WITH #14 AWG COPER CONDUCTORS. I I I 16 ELECTRICAL SECTION 6-C NOT USED' SECTION 8-C GLASS D. RECEPTACLE CIRCUITS SHALL BE 20 AMP WITH #12 AWG COPPER CONDUCTORS. 17 MISCELLANEOUS I I . PROVIDE BATHROOM ACCESSORIES AS INDICATED ON THE DRAWINGS. I I SECTION 6-D SYNTHETIC COUNTER & VANITY TOPS: GLAZING: DIVISION 11 - EQUIPMENT E. APPLIANCE CIRCUITS SHALL BE SEPARATE 20 AMP WITH #12 AWG COPPER CONDUCTORS. 1 71 DIVISION I - GENERAL REQUIREMENTS ALL COUNTER TOP MATERIALS AND COLORS TO BE SELECTED BY OWNER, ALL TOPS WILL BE A. GLASS SHALL BE SIZED IN CONFORMANCE WITH CHAPTER 24 UBC TEMPERED GLASS SHALL BE F. SYSTEM GROUNDING: PROVIDE ACCESSIBLE JUNCTION BOX AND WIRING FOR GROUNDING EACH 1 COVERED WITH HEAVY PAPER AND TAPED SECURELY BY INSTALLER FOR PROTECTION. � I INSTALLED WHEN REQUIRED BY CHAPTER 24 UBC. - SECTION 11-A APPLIANCES AND SPECIAL EQUIPMENT. . MAIN ELECTRICAL SERVICE TO REINFORCING BARS IN CONCRETE FOOTING, I SECTION 1 -A ARCHITECT'S STATUS - DIVISION 7 - THERMAL AND MOISTURE PROTECTION B. PROVIDE TEMPERED GLASS IN THE FOLLOWING LOCATIONS- MEASUREMENTS- VERIFY ALL DIMENSIONS SHOWN ON THE DRAWINGS BY THE TAKING FIELD G. VERIFY AND LOCATE ALL RECEPTACLES PRIOR TO INSTALLATION OF DRYWALL. THE ARCHITECT DOES NOT GUARANTEE THE GENERAL CONTRACTOR'S AND/OR SUB- 11 I CONTRACTOR'S PERFORMANCE, AND NO PROVISION, OF THE CONTRACT DOCUMENTS SHALL SECTION 7-A ROOFING AN STANDARDS: ING OPERABLE OR INOPERABLE, ADJACENT TO A DOOR AND WITHIN THE SAME WALL 1� GLAZING . T AND ATTACHMENT OF ALL PARTS IS REQUIRED. H. INSTALL RECEPTACLES AT HEIGHT ABOVE FINISH FLOOR AS INDICATED ON ELECTRICAL PLANS. RELIEVE THE GENERAL CONTTACTOR AND/OR SUB -CONTRACTOR FROM ANY LIABILITY DUE A. NATIONAL ROOFING CONTRACTORS ASSOCIATION (NCRA) THE NCRA AND WATERPROOFING PLANE AS THE DOOR WHOSE NEAREST VERTICAL EDGE IS WITHIN 12 INCHES OF THE DOOR IN A DIVISION 12 -FURNISHINGS I. INSTALL LIGHT SWITCHES AT 3'-8" ABOVE FINISH FLOOR UNLESS OTHERWISE NOTED. TO GENERAL CONTRACTOR'S AND/OR SUB -CONTRACTOR'S PERFORMANCE, INCOMPETENCE MANUAL. CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES ABOVE THE FLOOR OR I OR ERRORS OF OMISSION OR COMMISSION OF THE SUB -CONTRACTORS. I 41 B. SEALANT AND WATERPROOFERS INSTITUTE (SWI) AND WATERPROOFING CONTRACTORS I WALKING SURFACE, I NOT INCLUDED IN THESE NOTES. . . J. ALL SWITCHED OUTLETS SHALL BE ONE-HALF HOT. ASSOCIATION. 2. GLAZING IN FIXED PANELS WHICH HAVE A GLAZE AREAS IN EXCESS OF A 9 SQUARE FEET AND K. LOCATE RECEPTACLES IN ACCORDANCE 'NTH NATIONAL ELECTRICAL CODE. I SECTION 1-B CODES I THE LOWEST EDGE IS LESS THAN 18 INCHES ABOVE THE FINISHED FLOOR LEVEL OR WALKING I DIVISION 13 - SPECIAL CONSTRUCTION CEDAR SHINGLE ROOF: NUMBER I GRADE: RED CEDAR SHINGLES: 5! TO THE WEATHER, RANDOM SURFACE WITHIN 36 INCHES OF SUCH GLAZING. L. GROUND FAULT CIRCUIT INTERRUPTERS SHALL BE INSTALLED AT ALL KITCHEN OUTLETS WITH IN I tTHE GENERAL CONTRACTOR SHALL STRICTLY OBSERVE ALL CODES HAVING JURISDICTION IN JOINTS OVER I LAYER 15� LB FELT OR PER MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS (APPLY OVER PLYWOOD SHEATHING WHERE OCCURS). SEE DRAWNGA FOR THE RETARDANT C. ALL ESCAPE OR RESCUE WINDOWS SHALL HAVE A MINIMUM NET CLEAR OPERABLE AREA OF 5.7 1 NOT INCLUDED IN THESE NOTES. 6'-O" OF THE SINK, BATHROOM OUTLETS, ACCESSIBLE GARAGE OUTLETS AND OUTDOOR OUTLETS , AS REQUIRED BY THE CURRENT EDITION OF THE NATIONAL ELECTRICAL CODE. THE CONSTRUCTION OF THE PROJECT BUILDING BUT NOT LIMITED TO ALL APPLICABLE FEDE- RAL, STATE, COUNTY, CITY OR GOVERNING AGENCIES. ZONING CODE, PLANNING CODE, TREATED SHINGLES WHERE OCCURS. I SQUARE FEET. THE MINIMUM NET CLEAR OPENABLE HEIGHT DIMENSION SHALL BE 24 INCHES. THE I MINIMUM NET CLEAR OPERABLE WIDTH DIMENSION SHALL BE 20 INCHES. WHEN WINDOWS ARE DIVISION 14 - CONVEYING EQUIPMENT I � M. WHERE MM CABLE (ROMAX) IS RUN ACROSS THE TOP CEILING JOIST AND/OR WHERE THE , BUILDING CODE. MECHANICAL CODE. PLUMBING CODE, ELECTRICAL CODE, FIRE CODE OR ANY I WOOD SHAKE ROOFING: CEDAR SHAKES SHALL BE LAID A MAXIMUM OF 10' TO THE WEATHER VI E APE OR RESCUE, THEY SHALL HAVE A FINISHED SILL HEIGHT NOT NOT INCLUDED IN THESE NOTES. ATTIC IS NOT ACCESSIBLE BY PERMANENT STAIRS OR LADDERS, PROTECTION WITHIN 6" OF THE . OTHER CODES, RULES, REGULATIONS AND AMENDMENTS, GENERAL CONTRACTOR AND/OR WITH. 30 LB FELT, 18" WIDE BETWEEN COURSES OR PER MANUFACTURER'S PRINTED INSTALLATION ' MORE THAN 44 INCHES ABOVE THE FLOOR. DIVISION 15 - MECHANICAL I NEAREST EDGE OF THE SCUTTLE HOLE OR ATTIC ENTRANCE SHALL BE PROVIDED (E C SUBCONTRACTOR SHALL VERIFY ALL CODES REQUIREMENTS BEFORE COMMENCEMENT OF INSTRUCTIONS. STARTER COURSES SHALL BE DOUBLED. HIPS AND RIDGES SHALL BE D. SLIDING GLASS DOORS (PATIO TYPE) HAVE A MINIMUM CATEGORY CLASSIFICATION OF 11 PER I . 370-14). CONSTRUCTION AND BRING ANY DISCREPANCIES BETWEEN CODE REQUIREMENTS AND THE MANUFACTURED SHAKES. NAILING SHALL BE TWO (2) HOT DIPPED 40 GALVANIZED NAILS FOR LATESTEDITION UBC STD 24-2, TABLE 24-2-A. SECTION 15-A HEATING & AIR-CONDITIONING.- N. INSTALL 110 VOLT SMOKE DETECTOR WITH BATTERY BACK-UP PER SECTION 12.0 OF THE UBC I CONSTRCUTION DOCUMENTS TO THE ATTENTION OF THE ARCHITECT. I.C,B.O. APPROVED NUM- BERS ARE CITED THROUGHOUT THESE NOTES AS A STANDARD, MATERIALS REQUIRING OTHERI SHAKE.EACH TI SHALL CONFORM TO THE PRINTED . E. GLAZING IN DOORS AND FIXED GLAZED PANELS OF MORE THAN NINE SQUARE FEET HAVE A RULES AND REGULATIONS.- ALL WORK AND MATERIALS SHALL BE IN FULL ACCORDANCE WITH THE I DARDNO 43-6 & NFPA. INSTALL THE DETECTOR IN STRICT S PRINTED INSTALLATION INSTRUCTIONS. ACCORDANCE WITH THE :MANUFACTURER'S JURISDICTIONALMUST BE PROVIDED. INSTALLATION INSTRUCTION OF THE RED CEDAR SHINGLE AND HANDSPLIT SHAKES BUREAU. MINIMUM CATEGORY CLASSIFICATION OF 11 PER LATEST EDITION UBC STD 24-2, TABLE 24-2-A. LATEST AMERICAN SOCIETY OF HEATING, REFRIGERATION AND AIR-CONDITIONING ENGINEER, I � � SECTION I-C ERRORS AND OMMISSIONS 1, I APPLY OVER 1 X 6 SHEATHING OR PLYWOOD WERE IT OCCURS. F. GLAZING IN DOORS AND FIXED GLAZED PANELS OF NINE SO, FT. OR LESS HAVE A MINIMUM . REFRIGERATION AND AIR-CONDITIONING ENGINEER STANDARDS, AND THE LATEST FEDERAL, STATE, . COUNTY, CITY OR GOVERNING AGENCIES UNIFORM CODES. RULES, RULES, REGULATIONS OR AMENDMENTS. � MATERIALS: MATERIALS AND EQUIPMENT SHALL BE NEW AND LISTED BY UNDERWRITER'S, LABORATORIES, INC. (U.L), AND BEAR THEIR LABEL WHEREVER STANDARDS HAVE BEEN THE GENERAL CONTRACTOR SHALL CAREFULLY STUDY AND COMPARE THE CONTRACT DOCUMENTS I TILE ROOFING., SHALL MEET TEST STANDARDS OF THE I.C.B.O. � CATEGORY CLASSIFICATION OF I PER LATEST EDITION UBC SM 24-2, TABLE 24-2-A. NOTHING IN, THESE DRAWINGS OR NOTES SHALL BE CONSTRUED TO PERMIT WORK NOT CONFORMING . ESTABLISHED AND THEIR LABEL SERVICE IS REGULARLY FURNISHED. WITH EACH OTHER AND WITH THE INFORMATION FURNISHED BY THE OWNER PRIOR TO THE START TO THESE CODES. . OF THE WORK, AND SHALL AT ONCE. REPORT TO THE ARCHITECT AND THE OWNER ERRORS, INCONSISTENCIES OR OMMISIONS DISCOVERED OR ANY VARIANCE FROM APPLICABLE LAWS, CODES . A. SLOPE OF ROOF: 3 IN 12 MINIMUM. G. GLAZING IN DOORS AND ENCLOSURES FOR BATHTUBS AND SHOWERS HAVE A MINIMUM CATEGORY CLASSIFICATION OF It PER LATEST EDITION UBC STD 24-2, TABLE 24-2-A. DRAWINGS: DIVISION 17 - MISCELLANEOUS I OR REGULATIONS. THE GENERAL CONTRACTOR SHALL BE LIABLE FOR DAMAGES, LOSSES OR EXPENSES TO THE OWNER OR ARCHITECT RESULTING FROM THE GENERAL CONTRACTOR'S FAILURE I . B. UNDERLAYMENTS- TWO LAYERS OF TYPE 15 FELT OR ONE LAYER OF TYPE 30 FELT OVER I H. GLAZED WARDROBE DOORS MUST MEET IMPACT TEST PER LATEST EDITION UBC STD 24-2. PART SHALL BE PREPARED BY CLIENTS CONSULTANT OR CONTRACTOR AWARDED BID. 1. INSTALL ALL EQUIPMENT, MATERIALS AND ITEMS, ETC., IN STRICT ACCORDANCE WITH THE MANUFACTURER'S PRINTED. INSTALLATION INSTRUCTIONS. SOLD SHEATHING (PER MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS). I. LAMINATED GLASS MUST ALSO MEET THE TEST REQUIREMENTS OF LATEST EDITION UBC STD TO REPORT SUCH DISCOVERY OR FORM IT'S PERFORMANCE OF ANY CONSTRUCTION ACTIVITY IF IT KNOWS OR SHOULD HAVE KNOWN OF SUCH ERROR, INCONSISTENCY, OMISSION OR VIOLATION I 24-2, PART 0. A.THE WORK SHALL BE INSTALLED INDICATED ON DRAWINGS, HOWEVER, CHARGES TO 2. NO ASBESTOS PRODUCTS OR PRODUCTS NTH ASBESTOS CONTENT TO BE SPECIFIED, INSTALLED I I I I BEFORE PROCEEDING WITH THE WORK. THE GENERAL CONTRACTOR AND/OR SUBCONTRACTOR C. TILE WITH ANCHOR LUGS: USE I X 2 WOOD STRIPS OVER UNDERLAYMENTS. I SECTION 8-D HARDWARE: ACCOMMODATE INSTALLATION OF THIS WORK WITH OTHER WORK OR IN ORDER TO MEET I IM OR USED. 1. WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS ARCHITECTURAL ON SMVWVKAL WNUIIIVN,J� Ort^U. Or- NAUt VVIInVVI ADDITIONAL COST , i f% Lt. Atir, rmtkirt Axin rmttm D. ATTACHMENT- TWO tI GAUGE GALVANIZED. 5 INCH LONG NAILS PER TILE FOR BARREL TILE HARDWARE LIST. THE SUBCONTRACTOR SHALL PROVIDE A DETAILED LIST OF ALL HARDWARE, CLIENT. 3 - *i-I.Pw 61f46 ,e4� -r,-�5F_ ,2_`C& :s-Fdr> WMIALM IM k>UVEINAL t,VN1r1Mt,1Vn MNV'jVM SUBCONTRACTOR .... V", TO NOTIFY THE ARCHITECT OR BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. I (MISSION). ONE 100 THROUGH TILE AND 1 = 2 STRIPS, BUT NOT THROUGH ONDERLAYMENT. SHALL BE RESPONSIBLE FOR A MATERIALS, MANUFACTURE AND CATALOG NUMBERS. SUPPLIER � COMPLETE JOB WHETHER OR NOT LISTED. I B. FOR PURPOSES OF CLARITY AND LEGIBILITY, THE DRAWINGS ARE ESSENTIALLY DIAGRAMMATIC TO � _ __ " ,. � a* . I Management Agency National Flood Insur E. VERIFY INSTALLATION WITH THE ROOFING TILE MANUFACTURER'S PRINTED INSTALLATION I I THE EXTENT THAT THE OFFSETS, BENDS, SPECIAL FITTINGS AND EXACT LOCATIONS ARE NOT INDICATED. I , \..Federal F,mergency 'Ilyw.. Callbrnia Ucensted i �6nd be by a I SECTION I-D JOB CONDITIONS . INSTRUCTIONS, DIVISION 9 - FINISHES : CONTRACTOR SHALL MAKE USE OF ALL DATA IN ALL OF THE CONTRACT DOCUMENTS AND SHALL . . . Program ELEVA110N CERTIFICATE shall completed nrur4lna I - to practice rid it I � THE GENERAL CONTRACTOR AND/OR SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS AND JOB I - MEMBRANE. I SECTION 9-A GYPSUM DRYWALL CONSTRUCTION.- � VERIFY THIS INFORMATION AT THE SITE. *.. . . surwvor�.. or C.�j.jfomja, Ro&stered Civil Engineer Who 'is aut!'X40 - .11. . tfffthwe BUB ink , " 71"IFICAT5 w"d be sub"Wed to ELEVATION 05R CONDITIONS AT THE JOBSITE SUFFICIENTLY IN ADVANCE OF WORK TO BE PERFORMED TO ASSURE THE ORDERLY PROGRESS OF THE WORK. THE GENERAL CONTRACTOR AND/OR SUBCONTRACTOR WATERPROOFING . STANDARDS- ALL WORK SPECIFIED HEREIN SHALL BE IN ACCORDANCE WITH "AMERICAN STANDARD MATERIALS AND EQUIPMENT: ' � '.. . su"ft. The cpw� . .:` t'il,ii),I;)ii��rat,ft�tl!i-lc��Mai�kn I I I SHALL BE RESPONSIBLE FOR ASSURING THAT EACH SUBCONTRACTOR PERFORMS THE WORK IN PROVIDE BITUTHANE SHEET WATERPROOFING MEMBRANE WHERE INDICATED ON DRAWINGS INSTALL PER MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS. I NOTES FOR THE APPLICATION AND FiNi'SHING'OF GYPSUM WALL BOARD* AS APPROVED BY THE A. DUCTWORK: DUCTWORK SHALL COMPLY WITH THE MINIMUM WEIGHT STANDARDS AS SET FORTH _�� _�� "__ ACCORDANCE NTH ALL CODES IN A TIMELY MANNER TO ASSURE CORRDINATION WITH OTHER I I AMERICAN NATIONAL STANDARDS ASSOCIATION (ANSI), LATEST EDITION. APPLICABLE PARTS IN THE UNIFORM MECHNICAL CODE GALVANIZED FITTINGS SHALL BE SUBCONTRACTORS. I I SECTION 7-8 SHEET METAL- I I THEREOF ARE HEREBY MADE A PART OF THESE NOTES EXCEPT WHERE MORE STRINGENT REQUIREMENTS . ARE CALLED FOR IN THESE NOTES, IN LOCAL CODES, OR BY THE MANUFACTURER INSULATED WITH I" FIBERGALSS INSULATION BOARD, PROVIDE AUTOMATIC FIRE DAMPERS AND SECTION I-E NOT USED MEASUREMENTS: VERIFY ALL DIMENSIONS SHOW ON THE DRAWINGS BY TAKING FIELD MEASUREMENTS. OF THE GYPSUM WALLBOARD WHOSE REQUIREMENTS SHALL BE FOLLOWED. MISCELLANEOUS MATERIALS WHERE REQUIRED BY CODE OR DESIGN. � I 11 � . Face Of SECTION I-F CLEAN-UP AND PROTECTION PROPER FIT AND ATTACHMENT ON ALL PARTS IS REQUIRED. GYPSUM WALLBOARD: FABRICATION AND INSTALLATION: .1 � . � . . ' 9ra*1 -S- � '. �. . . . . " _ ' before Covering I • -A, , I w F � jr ,foo i to be Inspected . diaphragm nall IV . A. PROTECTION: ADEQUATELY PROTECT ALL WORK FROM DAMAGE BY SUBSEQUENT STANDARDS- ALL WORKS INCLUDED IN THIS SECTION SHALL BE PERFORMED IN ACCORDANCE WITH I I A. ASTM C 36 WITH RECESSED LONGITUDINAL EDGES. THICKNESS AND TYPE WILL BE AS CALLED . . A. EQUIPMENT CLOSETS: SHALL BE SIZED TO PROVIDE 6 " CLEARANCE FROM EQUIPMENT UNIT AT SIDES, FRONT AND REAR OR PER LOCAL CODE. VERTICAL FAN COIL UNIT CLEARANCES SHALL BE . . ., ,f . . * ptyw�= snall be P�pepdicular to supports'o I CONSTRUCTION OPERATIONS. DAMAGED WORK SHALL BE RERNISHED OR REPLACED. I THE RECOMMENDATION CONTAINED IN THE LATEST EDITION OF THE 'ARCHITECTURAL SHEET METAL FOR IN T-14E DRAWINGS. I PER CODE. .1 � MANUAL" PUBLISHED BY THE SHEET METAL AND AIR CONDITIONING CONTRACTOR'S NATIONAL ASSOCIATION. � B. PROVIDE WATER RESISTANT GYPSUM WALLBOARD AT ALL MOIST AREAS OR PER LOCAL CODES. I I B. FLUES' PROVIDE FLUES, COMBUSTION AIR VENTING AND FRESH AIR D.UC-RNG AND GRILLES FOR I I B. GENERAL CONTRACTOR AND/OR SUBCONTRACTOR SHALL MAINTAIN THE PREMISES CLEAN AND FREE OF ALL TRASH, DEBRIS AND SHALL PROTECT ALL ADJACENT WORK FROM DAMAGE, SOILING, I . NAILS: ANGULAR RINGED NAILS, ASTM C 314 1-3/8" OR 1-1/2". NAILING SHALL BE INSPECTED EQUIPMENT AS REQUIRED BY LOCAL CODE. I . PAINT OVER -SPRAY, ETC. ALL FIXTURES. EQUIPMENT, GLAZING, FLOORS, ETC., SHALL BE LEFT ZINC COATED (GALVANIZED) STEEL (CALLED -GALVANIZED IRON- HEREAFTER AND N ON "DRAWINGS) AND APPROVED BY THE BUILDING DEPARTMENT PRIOR TO TAPING JOINTS. SECTION 15-8 PLANNING CLEAN AND READY FOR OCCUPANCY UPON COMPLETION OF THE PROJECT. CONFORM TO FEDERAL SPEC 00-S773A,. TYPE 1, CLASS 4. EITHER GALVANIZED OR BONDERIZED ASTM A-93. COATING CLASS 1 30 OZ PER SQ FT UNLESS OTHERWISE INDICATED. ALL METALS 26 I SECTION 9-B LATHING AND PLASTERING. RULES AND REGULATIONS: ALL WORK AND MATERIALS SHALL BE IN FULL ACCORDANCE WITH THE I . DIVISION 2 - StTEWORK . I GAUGE. I MATERIALS- LATEST FEDERAL, STATE. COUNTY, CITY OR GOVERNING AGENCIES UNIFORM CODES. RULES, REGULATIONS OR AMMENDMENTS. NOTHING IN THESE DRAWINGS OR NOTES SHALL BE CONSTRUED TO . SECTION 2-A EARTHWORK (SEE CIVIL ENGINEERING DRAWINGS AND NOTES) INSTALLATION: SHEET METAL FLASHING SHALL BE INSTALLED AT ALL LOCATIONS WHERE DIFFERENT A. REFERENCE NOTES:. LATHING MATERIALS AND THEIR APPLICATION AND PLASTER MATERIALS, PERMIT WORK NOT CONFORMING TO THESE CODES. I MATERIALS INTERSECT SUCH AS ROOF TO WALL, ROOF TO ROOF, DECK/BALCONY/LANDING TO WALL, AND THEIR APPLICATION SHALL BE IN STRICT ACCORDANCE WITH THE APPLICABLE SECTIONS OF THE *HANDBOOK OF RECOMMENDED NOTES FOR LATHING, FURRING AND PLASTERING." OF THE A. CONSULTANT/PLUMBING CONTRACTOR WHO IS AWARDED BID ON SINGLE FAMILY PROJECTS SOIL REPORT. PERFORM ALL WORK IN THIS SECTION IN COMPLIANCE WITH THE FINAL SOILS . � PENETRATIONS INTO WALLS. SHEET METAL FLASHING IS NOT LIMITED TO ABOVE MENTIONED ITEMS BUT SHALL ALSO INCLUDE ALL OTHER LOCATIONS RECOMMENDED IN THE 'ARCHITECTURAL SHEET NATIONAL FOUNDATION FOR LATHING AND PLASTERING, INC.. I SHALL PREPARE AND SUBMIT DRA"NGS, RISER DIAGRAMS AND CALCULATIONS REQUIRED BY THE COMPACTION AND GEOLOGICAL REPORTS. I SUBJECT GOVERNING AGENCY. I . I METAL MANUAL. . � B. WIRE MESH- 1-1/2: MESH, SEVENTEEN GAUGE, GALVANIZED BEFORE OR AFTER WEAVING OR DIVISION 3 - CONCRETE I VALLEY FLASHING' 26 GAUGE GALVANIZED IRON, IW WIDE FOR SHINGLES, 24- WIDE FOR SHAKES , I I APPROVED EQUAL. . B. FOR PURPOSES OF CLARITY AND LEGIBILITY, THE DRAWINGS ARE ESSENTIALLY DIAGRAMMTtC TO THE EXTENT THAT MANY OFSETS, BENDS, SPECIAL FITTINGS AND EXACT LOCATIONS ARE NOT . I SECTION 3-A CONCRETE WORK (CAST -IN -PLACE) (SEE STRUCTURAL DRAWINGS AND NOTES) (f-1" HIGH) RAISED CENTER DIVERTED. THE CENTER OF ALL FLASHING FOR ALL THOUGH ROOF C, WATERPROOF PAPER: PLASTER KRAFT BUILDING PAPER, FEDERAL NOTES UU-8-790 OR I INDICATED. CONTRACTOR SHALL MAKE USE OF ALL DATA IN ALL OF THE CONTRACT DOCUMENTS VENTS AND ALL ELECTRICAL SERVICE CONNECTIONS SHALL NOT BE LESS THAN 16' FROM CENTER . EQUAL AND SHALL VERIFY THIS INFORMATION. I FOUNDATIONS A. INSTALL AS INDICATED IN THE STRUCTURAL DRAWINGS OR AS DEPICTED BY THE FINAL SOILS OF ANY VALLEY. SEE MANUFACTURER'S PRINTED INSTALLATION RECOMMENDATIONS FOR MISSION TILE OR FLAT CONCRETE TILE. D. METAL LATH: SHALL BE STANDARD DIAMOND MESH. GALVANIZED, WEIGHING THREE (3) POUNDS COPPER 70 STEEL CONNECTIONS: ALL COPPER PIPE CONNECTIONS TO FERROUS PIPING SHALL BE REPORT. PER SQ.FT. MADE WITH DIELECTRIC COUPLINGS OR INSULATION FLANGES. � OCI-MAM 7-t- INSULATION E RIB LATH: SHALL BE FLAT RIB I /8" 34 LBS PER SQ. YARD GALVANIZED, I M 0 r- V 1< u - I � tci ; ; �< 6 i � ; I � I—( NI � . � , I "Cr � 1 1� &O I— � � � . , >� 1 ! , = I z t ; z 11.1 I I I t : , ;4 � 4:� ;5 11` 9 � .1 -cc to , � 0 0 r- * a (4 0) .0�s a < 6 �� w < � t_; K U * - I- z < 07 9 a! ff is I � R to L 0 =) 3 W i 1-; W w V. OD C4 a q %- r.. . w 9 M 8 = ii 8 4 1-0 ** w t %-D N �� :�; 0 I= & W 6 ;z 0. 9 I � I I I I (/') I i w �__�� C � "711 _j � I � w I ,21 w (.D I : .. z � w z 0 � 0 r 1 � � w I w 'r � 0 a f I I I I I : . I I SECTION 3-13 REINFORCING STEEL (SEE STRUCTURAL NOTES) � WASTE AND VENT SYSTEM: ALL SOIL WASTE AND VENT PIPING SHALL BE APPROVED AS PER , Eft CrPTInKf 0-P DMItiCkIT rfAADIW11. IAPAI flAnr "KHM0, MnWn ATW9'0W4'Z9' A" 010INf-I r,WAII Mr <1797D A,z REQUIRED BY SUBJECT ,o,oFF INSULATION SHALL BE PROVIDED AND INSTALLED PER THE CALIFORNIA ENERGY CODE. . T DIVISION 4 - MASONRY DWELLING UNITS SHALL RECIEVE A MINIMUM OF R-30 INSULATION AT ROOFS, R-19 AT WALLS AND INSTALLATION: INSTALL ALL WORK IN STRICT ACCORDANCE WITH RESILIENT TILE INSTITUTE AND GOVERNING AGENCY. CLEANOUT LOCATIONS SHALL BE LOCATED IN LEAST VISIBLE AREAS. . -I Nou R-19 AT ALL FLOORS OVER UNHEATED SPACES. UNLESS NOTED OTHERWISE, PROVIDE THERMAL MANUFACTURER'S PRINTED INSTALLATION INSTRUCTION. INSTALLATION ONLY BY CONTRACTOR I DOMESTIC WATER PIPING SYSTEM- ALL WATER SUPPLY LINES SHALL BE COPPER. TYPE L BELOW -0 11. SECTION 4-A SIMULATED BRICK MASONRY: (SEE STRUCTURAL NOTES) I INSULATION IN ALL EXTERIOR STUD WALLS EXTENDING FUL HEIGHT OF WALLS PETTED TIGHTLY APPROVED BY THE MANUFACTURER. APPLY PRIMER IN ACCORDANCE WITH PRINTED INSTRUCTIONS SLAB AND TYPE M ABOVE SLAB, NO FITTINGS SHALL OCCUR BELOW SLAB. PROVIDE THIN SET BRICK VENEER WHERE INDICATED ON DRAWINGS. INSTALL MANUFACTURER'S BETWEEN STUDS. . OF THE MANUFACTURER. WATER HEATING SYSTEM., PROVIDE, INSTALL AND CONNECT PIPING, VENTING AND EQUIPMENT CWC. . PRINTED INSTALLATION INSTRUCTIONS. BRICK COLOR SHALL BE SELECTED BY CLIENT. MORTAR SECTION 7-D CAULKING AND SEALANTS: SECTION 9-D PAINTING: REQUIRED TO COMPLETE THE WATER HEATING SYSTEM,. PROVIDE PRESSURE AND TEMPERATURE JOINTS SHALL BE TOOLED TO COMPRESS GROUT AND FILL. JOINTS COMPLETELY TO A. CONCAVE RELIEF VALVE AND PIPE TO OUTSIDE BUILDING. k 11� FINISH. MORTAR COLOR. SHALL BE SELECTED BY CLIENT. CODES AND STANDARDS: I APPLICATION: . 'A DOMESTIC GAS SERVICE: PROVIDE GAS LINE TO GAS_f7 IRED EQUIPMENT INCLUDING WATER HEATER, 1,p, Cl % ,0 DIVISION 5 - METALS A. SEALANT AND WATERPROOFER'S INSTITUTE (Swi). A. APPLICATION OF PAINT, STAIN OR OTHER COATING SHALL BE IN STRICT ACCORDANCE WITH THE POOL EUIPMENT, FURNACES AND FIREPLACES, PLUMBING TO BE RECESSED IN WALL ie , \� PAINTING AND DECORATING CONTRACTORS OF AMERICA (FOCAL} �PAINTING SPECIFICATION MANUAL" ' (" � A� I � . I DIVISION 5-A MISCELLANEOUS AND STRUCTURAL METALS: (SEE STRUCTURAL NOTES) . � B. NATIONAL ROOFING CONTRACTORS, ASSOCIATION (NCRA) - -NCRA ROOFING AND MANUFACTURER'S PRINTED INSTRUCTIONS. READY MIXED PAINT SHALL BE THINNED ANTI -SIPHON- HOSE BIBBS: INSTALL IN ACCORDANCE WITH LATEST FEDERAL, STATE, COUNTY, CITY � I METAL FABRICATED ITEMS- METAL ITEMS AND THEIR RELATED COMPONENTS ARE NOT WATERPROOFING MANUAL." EXCEPT AS PERMITTED IN THE APPLICATION PRINTED INSTRUCTIONS. OR GOVERNING AGENCIES CODE OR REGULATIONS. NECESSARILY, INDIVIDUALLY DESCRIBED. THE MOST IMPORTANT AND THOSE REQUIRING. DETAILED INSTALLATION; INSTALL PER MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS. B, ALL EXTERIOR AND INTERIOR SURFACES SHALL RECEIVE THE PAINTERS FINISH EXCEPT COLOR I PLUMBING FIXTURES AND EQUIPMENT. DESCRIPTION ARE NOTED. MISCELLANEOUS ITEMS NOT DESCRIBED SHALL BE FURNISHED AND CORRDINATED FACTORY FINISH SURFACES. I I : INSTALLED IN ACCORDANCE WITH THE INTENT Of THE DRAWINGS AND NOTES AND As REQUIRED TO I SEALANT LOCATIONS: I A. GENERAL: PROVIDE AND INSTALL ALL nxT.uREs AND EQUIPMENT SHOWN ON THE DRAWINGS OR COMPLETE THE WORK. STEEL INSERTED INTO CONCRETE IS TO BE GALVANIZED (RAILING, I C. ALL SURFACES TO BE FINISHED SHALL BE CLEAN AND FREE OF FOREIGN MATERIALS (DIRT, I NOTED HEREIN. ALL EXPOSED BRASS TUBING SUPPLIES, CAST BRASS TRAPS, HOSE BIBBS, AND I . BUMPER, GUARDS, FENCING, ETC.) A. NON -POROUS SURFACE SIJC14 AS GLASS, METAL, CERAMIC TILE AND PLASTIC. GREASE ASPHALT- RUST AND ETC.) . WASTE PIECES AND OTHER BRASS TRIM SHALL BE HEAVY POLISHED CHROME PLATED FINISH ALL II REVISION I DATE i 5--21?-- 03 I <_y ,_ � 7 c'- - - C;_ — , 9 to-OA -03 � I I I . I PIPING THROUGH WALLS, FLOORS OR CEILINGS WITH CHROME PLATED WALL FLANGES OR DIVISION 6 - WOOD & PLASTICS I R. POROUS St*ACES SUCH AS BLOCK AND CONCRETE, D. APPLICATION SHALL BE IN WORKMANLIKE MANNER PROVIDING A SMOOTH SURFACE. ESCUTCHEONS. COMPRESSIONS STOPS, STRAINERS, TAIL-PtECES, TRIM, ETC., ARE INCLUDED TO . SECTION 6-A ROUGH CARPENTRY- (SEE STRUCTURAL NOTES) I I APPLICATION RATE SHALL BE PER THE MANUFACTURER'S PRINTED INSTRUCTIONS. APPLICATION MAKE A COMPLETE FIXTURE, WHETHER OR NOT SPECIFIED, PROVIDE APPROVED ONE PIECE WASTE ALL DRAWIW REPRESEIM C. LOCATIONS SUCH AS CERAMIC TILE, "PLUMBING FIXTURES AND OTHER AREAS WHERE MILDEW ' MAY BE BY BRUSH OR ROLLER OR BY SPRAY IF PAINT IS FORMULATED FOR SPRAY APPLICATION. OVERFLOW AND TRAP UNIT WITH GLUED FITTINGS AT TUBS. I AND LINPUBI REFERENCED NOTES AND STANDARDS* RESISTANT SEALANT IS REQUIRED. , MATERIALS: � B. GALVANIZED PIPE SHALL NOT BE USED FOR PLUMBING PURPOSES. I I I ______ . ,'--(' --E-CIQ I �., ,,)Yr S,sj ,?Ipo- 0/1' moj,� M6 DISCLOSED ( A. MARKING; WOOD AND 11MBER SHALL BE MARKED WITH ITS GRADE AND PLYWOOD WITH ITS D. LOCATION WHERE HIGH DEGREE OF MOVEMENT IS ANTICIPATED. I � f I A. PAINT- TO BE SELECTED BY CLIENT. I SECTION 15-C VENTILATING � , 1, G 0 �,,. PRIOR WW7 1 VIEWING 7H4 I GRADE TRADEMARK IN ACCORDANCE WITH THE REFERENCED STANDARDS,. A PIECE WITH THE DEFECTS , E. JOINTS AND CRACKS AROUND WINDOWS. THRESHOLDS, DOOR FRAMES, WALL PENETRATIONS. DRAWINGS: ... / <�, A RENDERING IT UNSUITABLE FOR USE INTENDED- SHALL BE NOT USED REGARDLESS OF GRADING: CONNECTIONS AND OTHER JOINTS NECESSARY TO SEAL OFF BUILDING FROM OUTSIDE AIR AND � I B. STAIN- TO BE SELECTED BY CLIENT. I � I I .. I " \ , Rw LUMBER IMBER GRADING, UNLESS OTHERWISE NOTED LUMBER SHALL CONFORM TO THE MOISTURE. � � SHALL BE PREPARED BY CLIENT'S CONSULT -ANT OR CONTRACTOR AWARDED BID. I �rl � xP 06/1 11 14 1 1 1 r1A11;:M...s: I I U-11 j P,xP06/ 01, FOLLOWING- F. ALL JOINTS NECESSARY TO MAKE THE BUILDING WATER -TIGHT AND TO PREVENT THE PASSAGE � MATERIALS AND EQUIPMENT' � , I OF DIRT, DUST, WND, AIR OR WATER. A. EXTERIOR WOOD: TWO COATS STAIN, PER (PDCA) AND MANUFACTURER'S PRINTED A i No. 16957 A. SEE STRUCTURAL NOTES FOR FRAMING LUMBER AND PLYWOOD SHEATHING. INSTRUCTIONS. A. EQUIPMENT SPECIFIED BY MANUFACTURER'S NUMBER SHALL INCLUDE ALL ACCESSORIES, *\ 16 -C,, I . SECTION 7-E BUILDING PAPER' � . CONTROLS, ETC., LISTED IN THE CATALOG AS STANDARD WITH THE EQUIPMENT. OPTIONAL OR kP \ \ i_,'_�3 / B. EXTERIOR WOOD TRIM SHALL BE SAW SIZED SEASONED SELECT TIGHT KNOT OR BETTER CEDAR 1�B. EXTERIOR METAL: ONE COAT SEMI -GLOSS ENAMEL OVER ONE COAT METAL PRIMER PER ADDITIONAL ACCESSORIES SHALL BE FURNISHED AS SPECIFIED. �\ OR PINE - UNLESS OTHERWISE NOTED ON THE DRAWINGS. , /\ ,,, 0 Nx-, 05 LB FELT MIN)-, FEDERAL SPECIFICATION UU-B-790. INSTALL UNDER EXTERIOR SIDING AND (PDCA) AND MANUFACTURER'S PRINTED INSTRUCTIONS. I �,�_ cmi . . . . . / , I TRIM AND CAREFULLY APPLY SO AS TO FORM A WATER -TIGHT MEMBRANE. EACH COURSE OF I . . I I -I- S. BATHROOM EXHAUST FANS SHALL PROVIDE MINIMUM FIVE AIR CHANGES PER HOUR. PROVIDE ". 0 -- � � C.. EXTERIOR WOOD SIDING SHALL BE SAW SIZED SEASONED SELECT TIGHT KNOT OR BETTER CEDAR P CA�-1 PAPER SHALL OVERLAP THE COURSE BENEATH IT 6� MINIMUM. WHERE PAPER MEETS ANY OPENING, C. INTERIOR FINISHES' REFER TO FINISH SCHEDULE ON DRAWINGS, FANS IN BATHROOMS AND SERVICE ROOMS NOT PROVIDED WITH NATURAL VENTILATION. ,-- - . OR PINE IN PARTNERS AS SHOWN ON THE DRAWINGS. THE PAPER SHALL BE CAREFULLY LAPPED. OVER THE FRAME TO PREVENT THE PASSAGE OF WATER I I i D. EXPOSED EAVE. AND RAKE SHEATHING SHALL BE SELECT TIGHT KNOT CEDAR OR PINE OR BEHIND THE FRAME. INSTALL SISALKRAFT PAPER AT EXTERIOR DOOR AND WINDOW FRAMES. I 1. SECTION 9-E CERAMIC TILE AND PAVERS'; I C. FLUES:. PROVIDE FLUES, FRESH AIR INTAKE, GRILL, ETC. FOR ALL NOT WATER HEATERS AND I BETTER I X 6 V-GROOVE T & G AS SHOWN ON THE DRAWINGS, I DIVISION 8 - DOORS AND WINDOWS I A. ALL MATERIALS SHALL BE QUALITY CERTIFIED BY THE TILE COUNCIL OF AMERICA, TO EQUAL OR GAS HEATING EQUIPMENTS REQUIRING FLUE VENTING. . E. ROOF DECKING SHALL BE PLYWOOD SHEATHING EXTERIOR GRADE AS SHOWN ON DRAWINGS. SECTION 8-A WOOD DOORS: EXCEED "STANDARD GRADE" REQUIREMENTS OF TCA 1371 LATEST EDITION. D. COMBUSTION AIR- PROVIDE COMBUSTION AIR PER SECTION 607 OF THE UBC OR THE . - -- 11 - I F. EXTERIOR DECKS, PATIOS, BALCONIES, LANDINGS AND SIMILAR SPACES SHALL BE PLYWOOD STANDARDS: ALL DOORS SHALL COMPLY WITH THE REQUIREMENTS OF THE NATIONAL WOOD B. INSTALLATION SHALL BE IN ACCORDANCE WITH ALL REQUIREMENTS OF THE LATEST EDITION OF GOVERNING CODE. OPENINGS SHALL BE COVERED WITH 1/4- NON -CORROSIVE MESH SCREEN. SHEATHING EXTERIOR GRADE (SEE PLANS). " . WINDOW AND DOOR ASSOCIATION, WOODWORK"INSTITUTE OF CALIFORNIA AND THE CALIFORNIA THE "HANDBOOK FOR CERAMIC TILE INSTALLATION,- TILE COUNCIL OF AMERICA, NC. (TCA). E. ATTIC VENTILATION: VENTILATING AREA OPENINGS ISHALL NOT BE LESS THAN 1/150 OF ATTIC " ENERGY CODE. I I . SPACE EXCEPT AREA MAY BE 1/300 PROVIDED AT LEAST 50 PERCENT OF REQUIRED AREA IS I G. TRUSS CONTRACTOR WHO IS AWARDED BID SHALL PREPARE AND SUBMIT PLANS NO CALCULATIONS A. GRADE: ECONOMY OR CUSTOM. I PROVIDED IN UPER PORTION OF SPACES NOT LESS THAN N-O" ABOVE EAVE OR CORNICE VENTS. REQUIRED BY SUBJECT GOVERNING AGENCY. 4w S ID 11 15 --- I - S, DESIGNS SPECIFIC TMS I If -WIN ARE THE ORIGM ISIiED PROPERTY OF c=-r, %0- SHALL. NOT BE REPRODUCED. R USED BY OTHERS WITHOUT ,X CONSENT OF,Q-7 Z�4-' -z_-X- . 1. DOCWM CONMUTES OF THESE CONDMONS. ALL VES, MI I .- D E: SEPT. 5, 2002 ILE NAME: EUCLID -SCALE: AS INDICATED DESIGN/DRAWN: MA / JY -1 -_ I SHEET NO. N � 1 . G PLAN NO.: 2R 0 FLOOR PLAN NOTES 1, REFER TO SHEETS GN-1 FOR GENERAL NOTES 2. ALL EXTERIOR WALL TO HAVE R-19 BATT. INSULATION ROOF TO HAVE R-30 BATT. INSULATION. 3. PROVIDE SEISMIC STRAPS AT WATER HEATER, REFER TO DETAIL 4. PROVIDE BACK DRAFT DAMPERS AT DRYER VENT HOOD AND EXHAUST HOODS. 5. EXTERIOR SOFFITS SHALL BE STUCCO OVER EXPANDED METAL LATH. 6. MIRRORED WARDROBE DOORS WHERE OCCUR SHALL BE SAFETY GLAZED AND MEET IMPACT TEST REQUIREMENTS PER UBC STD. 24-2. 7. CUTTING, NOTCHING AND BORING OF STUDS SHALL BE IN ACCORDANCE W/ UBC SECTION 2326.8.3. 2326.11.9, 2326.11.10 AND 2326.12.4. 8. ALL EXTERIOR OUT SWING DOORS TO HAVE MAXIMUM OF 1" DROP FROM DOOR SILL TO EXTERIOR FINISH MATERIAL. ALL WINDOWS TO BE DUAL GLAZED AND ACCORDANCE WITH COC CHAPTER 24, PART 11. 10. ALL BEDROOM WINDOW SILL HEIGHTS SHALL NOT EMCEED 44" PER UBC SECTION 310.4 11. PROVIDE P & T RELIEF VALVE AT WATER HEATER - VENT TO OUTSIDE 12. PROVIDE BACKFLOW PREVENTER AT HOSE BIBBS. 13. PROVIDE RECESSED BOX FOR ICE MAKER LINE AT REFRIGERATOR SPACE 14. PROVIDE RECESSED BOX FOR WASHER AND DRYER HOOK-UP. 15. PROVIDE MIN. 22' x 30' ACCESS TO ALL Ancs WITH 30" MIN. HEADROOM 16. ALL FIREPLACES SHALL HAVE A GAS SHUT OFF VALVE LOCATED IN THE SAME ROOM WITH 5'-0" OF FIREPLACES VALVE SHALL BE OUTSIDE OF FIREPLACES. 17. ALL FIREPLACES CONSTRUCTED AFTER JULY 1, 1991 IN RESIDENTIAL DWELLINGS UNITS TO CONFORM SPECIFIED LISTINGS OR EPA REQUIREMENTS OR THEIR EQUIVALENT OR TO BE DECORATIVE ELECTRICAL APPLIANCES INCLUDING HEARTH EXTENSION AND PER UBC 3105.2 18. PROVIDE EACH ENTRANCE WITH PEEPHOLE AND DEADBOLT LOCK. 19. THE STREET ADRESS SHALL BE POSTED ON THE BUILDING IN SUCH A POSITION TO BE PLAINLY LEGIBLE FROM THE STREET FRONTING THE PROPERTY & MUST BE ILLUMINATED. 20. ALL SMOKE DETECTORS EXLUSIVE OF THOSE LOCATED IN SLEEPING ROOM ARE REQUIRED TO BE INTERCONNECTED 21. PROVIDE AN APPROVED SPARK ARRESTER FOR CHIMNEY OF A FIREPLACE, STOVE OR BARBECUE ( L.A.M.C. 57,20.25) 22, ALL HORIZONTAL PLASTERED SURFACES ON THIS PROJECT SHALL HAVE ONE LAYER BITUTHANE UNDER PAPER BACKED METAL LATH. LAP BITUITHANE VERTICAL WALL MIN. 2' 23. ALL ENCLOSED SPACES INCLUDING PORCH ROOFS SHALL BE PROVIDED WITH PROPER VENTILATION. (2) 1" x 1'-0' SOFFIT VENTS WITH BUG SCREEN. 24. SHOP DRAWINGS FOR FLOOR TRUSS, ROOF TRUSS PROFILES REQUIRED TO BE SUBMITTED SEPARATELY IN PLAN FORM W/ STRUCTURAL APPROVAL. 25. I.C.B.O. FABRICATOR REQUIRED FOR GLU-LAM BEAM. TRUSSES, AND STRUCTURAL STEEL. 26. PROVIDE LOW CONSUMPTION WATER CLOSETS FOR ALL NEW CONSTRUCTION THAT USE NO MORE THAN 1.6. GAL PER FLUSH ( PC 402.0) 27, PROVIDE DAMP -PROOFING FOR ALL WALLS BELOW GRADE THAT ENCLOSE HABITABLE OR NON -HABITABLE SPACE, UBC 1402.4 28. PROVIDE 70 INCH. HIGH NON ABSORBENT WALL ADJACENT TO SHOWER AND APPROVED SHATTER -RESISTANT MATERIAL FOR SHOWER ENCLOSURE W/ CATEGORY 11 CALSSIFICATION PER UBC STD. 24-2. 807.1.3, 2406.4.5 (.516(b). 5406(d)51 AND PC 410.0 29, PROVIDE AN APPROVED SPARK ARRESTER FOR THE CHIMNEY OF A FIREPLACE, STOVE, OR BARBECUE (L.&M.C. 57.20.25) 30. AN APPROVED SEISMIC GAS SHUTOFF VALVE WILL BE INSTALLED ON THE FUEL GAS LINE ON THE DOWN STREAM SIDE OF THE UTILITY METER AND BE RIGIDLY CONNECTED TO THE EXTERIOR OF THE BUILDING OR. STRUCTURE CONTAINING THE FUEL GAS PIPING. 31. EXTERIOR STUDS ARE DIME NSIONED ENSIONED TO THE FACE OF STUDS UNLESS OTHERWISE NOTED. 32. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS SHALL GOVERN LARGE SCALE DRAWINGS SHALL GOVERN OVER SMALLER SCALE DRAWINGS. CONTACT DESIGNER TO CONFIRM ALL DISCREPANCIES. 33. GLAZING IN DOORS AND FIXED GLAZED PANELS 'OF401RE THAN 9 SO. Fr. (INCLUDING SLI' ]NO GLASS DOORS) SHALL HAVE CATEGORY It CLASSIFICATION AND LESS THAN 9 SO. FT. SHALL HAVE CATEGORY I CLASSIFICATION PER UBC STD, 24-2, TABLE 24-2A 34. CLOTHES DR"ER SHALL BE EXHAUSTED TO THE OUTSIDE WITH THE FOLLOWING DUCT CRITERIA : EXHAUST DUCT MUST BE 4" MIN. IN DIAMETER W1 A MAX. LENGTH UP TO 14'-0- W1 TWO ELBOWS, 5" MIN. IN DIAMETER W1 A MAX. LENGTH UP TO 22',-!0" W1 TWO ELBOWS AND 6" MIN. IN DIAMETER WITH A LENGTH OVER 22'-T W/ TWO ELBOWS (MC 504, 908) 10 A �M 35. FORCED AIR COMPARTMENT DIMENSIONS SHALL HAVE 3" MIN. CLEARANCE ON SIDES AND BACK, 6# MIN, CLEAR FROM FRONT OF EQUIPMENT TO COMBUSTION AIR INTAKE. THE MIN. WIDTH PERMITTED IS 12" GREATER THAN THE EQUIPMENT, 36. AREA OF COMBUSTION AIR OPENINGS OF 1 SQ. IN PER 1,000 BTU ( 1000 SO.- INCH MIN.) IS REQUIRED INTO COMPARTMENT. HALF OF THE AREA WITHIN 12' OF CEILING AND HALF WITHIN 1�- OF THE FLOOR ( MC 701, 702 AND 707) 37. CONBUSTION AIR FROM THE ATTIC THROUGH, 26 GAUGE GALVANIZED STEEL SLEEVE EXTENDING 6" MIN. ABOVE CEILING JOIST WITHOUT SCREEN AT THE TOP ( ATTIC TO HAVE ADEQUATE OPENINGS). ( MC 703 AND 704) 38, A CIRCULATING AIR SUPPLY OPENING OR DUCT OF 2 SO. INCH PER 11000 BTU 18 REQUIRED FOR THE FORCED AIR FURNACE ( MC 317) 39. COMBUSTION AIR FORM THE OUTSIDE TO COMPARTMENT WITH 1/4- SCREEN AT OUTSIDE OPENING. ( MC 702.3) 40. SEPARATE DUCTS FOR UPPER AND LOWER COMBUSTION AIR SUPPLY OPENINGS ( MC 703 AND 704) 41. UNDERGROUND UTILITIES SHALL BE REQUIRED FOR THIS PROJECT, 42. STRUCTURAL TESTS AND INSPECTIONS REQUIRED BY CBC CHAPTER 17. 43. THE STRUCTURAL ENGINEER OF RECORD SHALL PROVIDE PERIODIC AND FINAL INSPECTION FOR ALL STRUCTURAL ELEMENTS TO ENSURE COMPLETED CONSTRUCTION AGREES WITH HIS/HER DESIGN. PRIOR TO THE BUILDING SAFETY DIVISIONS FIANL INSPECTION, THE STRUCTURAL ENGINEER OF RECORD SHALL SUBMIT A LETTER TO THE BUILDING OFFICIAL CERTIFYING COMPLETED STRUCTURAL ELEMENTS ( 106.3.5 AND 1702) 44. OTHER STRUCTURAL INSPECTIONS REQUIRED BY THE ENGINEER OR ARCHITECT IN RESPONSIBLE CHARGE OF THE STRUCTURAL DESIGN WORK. - -0 45. P_k0VIDE FIRE BLOCKING IN CONCEALED SPACES OF STUr, WALLS AND PARTITIANS, INCLUDING FURRED SPACES AT THE CEILING AND FLOOR LEVE AND AT 10 FT INTERVALS BOTH VERTICAL AND HORIZONTAL. 46. FLOORS SHALL HAVE TONGUE AND GROOVE OR BLOCKED PANEL EDGES. PLYWOOD SPANS SHALL CONFORM WITH BUILDING CODE TABLES 23-1 1-D-1, 23-11 -E-1 I Noij R, 4.7. STUDS IN BEARING WALLS LIMITED TO 10- HEIGHT 48, Double joist are required under parv4p4e,ari}1gpartitions. vt 0 OF C AL%�' SECOND FLOOR PLAN' PL1/ _4Cf1=1 AN 2R AREA TABULATION PLAN 1 N AREAS ARE TAKEN FROM EXTE M NOT INCLUDING ARCHITECTURALP CWE`IC1MO K fQ4 m IN, 3 6957 LOWER LEVEL 1,67" _F_ UPPER LEVEL "f '2 \\8 1,042\SO TOTAL LIVING AREA 2,713 J` �.C) v I CA .1 GARAGE 445 SQ.F. BALCONY 174 SQ.F. �4 PQ z 4 Uj z LU UJ co .J<8 < z L<L uy w UJ LLJ - _J w ad 8 z d Z =) 0 6 UJ tat 0 U_ z z w w VT REVISION DATE 3 7 4- 6 (c) __0A 03 ALL DRAWINGS, DESIGNS SPECIFICATIONS REPRESENTED HEREIN ME THE ORIGINAL A'S UN"USLISHED PROPERTY OF &-, , T-*-,3&WD SHALL NOT BE REPRODUCED. DISCLOSED OR USED BY OTHERS WITHOUT PRIOR WRITTEN CONSENT OF �- Y?114 WANG THIS DOCUMENTS COMITUTES ACCEKANCE OF THESE CONDMONS. ALL RIGHT RESERVES, 15A-T'E SEPT. 5, 2002 FILE NAME; EUCUD SCALE AS INDICATED DESIGN/DRAWN: MA / JY SHEET NO. AR-2 PLAN NO.: 2R 3 17 HONER I ��I -- ''irr�1 I' RIGHT ELEVATION PLAN 211 2 (__D 20 - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - --- - - - - - - - - - - - - - - - - -- 12 5 12 5 ( 3 ) T13 - - - - - - t - - - - - - - - - - - - - - -- - - - - - - - - - - - - - 7 7- LEFT ELEVATION \ PLAN 213 1/4"=V-0" ELEVATION NOTES 7/8"BT CCO0EXPANDED WIRE LATH 2X TRIM W/ STUCCO OVER . PAPER 4) S STYLE MISSION TILE ROOF. 4 ADJACENT FINISH GRADE (MIN. 1 FT. BELOW FINISH FLOOR LINE) 2ND FLR, CEILING LINE TOP OF PLATE i NOT USED GROUND FLOOR CEILING LINE. FOAM CORBEL W/ STUCCO OVER G.I. FLASHING @ ROOF TO WALL NOT USED 2ND FLOOR LINE. P) STUCCO OVER FOAM TRIM EXTERIOR P\AiL' SYNTHETIC STONE VENEER GROUND FLOOR LINE NOT USED TOP OF RIDGE EAVE GUTTER NOT USED NOT USED NOT USED 2 moll 1L=26 IN a00000� a000000 F. 12 20 IIJ - - - - psi- - - - - - - - - - - - - - - - - - I 8 - - - - - - - - - - -- - - - --- - r - - - - - - - - - - - - - - - - - - - - - - - - --- - - REAR ELEVATION A,,1,0 PLAN 213 AR-7 z CN Nr z w z w W _j <8 I z LL W w - JOE wco ZQZ I- w ix W'd z 0 <0 id 19 CL 0 w w X REVISION DATE 3 73 03 4,90 - Gz-o ALL DRAWINGS, DESIGNS SPECIFICATIONS REPRESENTED HEREIN ME THE ORIGIN& AND ummsKo PROPERLY Of &T YP--- 4AC_ MO SM11 NOT BE REPRODUCED. DISCLOSED OR USED BY OMSK WHOUT PRIOR WRIMN CONSENT OF VONG TM Documem CoNsmums OF THESEALL I CONOMONS. A RESERVES. x 1 104 NO. 369-57 Ile 9 SEFr. 5,12002 Rtf NME' EUCLID SCALE: AS INDICATED DESIGN/DRAWN: MA / JY SHEET NO. AR-3 PLAN NO.: 2R SECTION A SECTION NOTES 7/8" STUCCO 0/ EXPANDED WIRE LATH 0/ BLDG. PAPER —1 2XG 6AVOON F"N/If— S STYLE MISSION TILE ROOF. 2ND FLR. CEILINGLINE / TOP OF PLATE GROUND FLOOR CEILING LINE, NOT USED 2ND FLOOR LINE. (7-) EXTERIOR STO(K.0-RAILING OF, eQUAl- GROUND FLOOR LINE TOP OF RIDGE RE/S 2x8 FASCIA OR BARGE BOARD 2X TRIM W/ STUCCO OVER ADJACENT FINISH GRADE (MIN, 1 FT. BELOW FINISH FLOOR LINE) (U4, NOT USED FOAM CORBEL W/ STUCCO OVER NOT USED STUCCO OVER FOAM TRIM SYNTHETIC STONE VENEER 1 HOUR FLOOR / CCILING 'X,' CYf, '69, AT CT-iL(t,S5 P, 4UAU-5 7' HALLWAY CEILING I -Au k UsV-v 20 MIN. FIRE RATED DOOR. SECTION C-C SCALE: 1/4" = 1 T' 12 -F �-30 INSULATION 2-19 INSULATION R-19 INSULATION R-30 INSULA- R-19 INSULA: R-19 INSULA 12 SECTION D-D SCALE: IX'= V-0" SE,CTION B k Gm a SECTION E-E SCALE: 114" = 1'4' u z jm > z u z 0 Lu 0 8 z 01) Lu cr < < < U. cr. 0- ul - tu I-- Lu cl: co - lw- W) z o 511 w 0 z (L cl 0 z w z 00 ul REVISION DATE 10. c4 - 031 All DRAWM, DESIGNS SPECIFICATIONS REPRESENTED HEREIN ARE THE ORIGINAL amn ONPUBMED PROPERTY OF GT"-VA=—,r AND SHALL NOT BE REPRODWED, DMOSED OR USED BY OTHERS WITHOUT PRIOR WRITTEN CONSENT OF �G� N X VIEMNO THIS WUMPM ACCEPTANCE OF THESE CONDITIONS. ALL EXP o 0/04 NO369-57 \t DATE: SEPT. 5, 2002 FILE NAME: EUCUD SCALE. AS INDICATED DESIGN/DRAWN: MA / JY SHEET NO. AKm4 PLAN NO.: 2R C> 46 SPECIFICATION ,& FEATURES LIST GENERAL NOTES WINDOWS SCHEDULE 1. APPLIANCES 13. BATHROOM MIRRORS: 1. THESE DRAWINGS ARE THE PROPERTY OF EMAQ ASSOCIATES AND ARE NOT TO BE USED FOR ANY 14. ALL FINISHED WORK SHALL BE FREE OF ANY DEFECTS. THE OWNER RESERVES THE RIGHT TO REJECT SYMBOL TYPE FRAME REMARKS OVEN: " GE JKP45WW 27 DOUBLE SELF -CLEAN -WHITE MASTER BATHROOM: 42" HIGH - 3/16" ELECTRO COPPER PLATED W/ POLISHED EDGES WORK OTHER THAN THE PROJECT AND LOCATION SHOWN HERE. ANY MATERIALS AND WORKMANSHIP WHICH ARE NOT CONSIDERED TO BE OF THE HIGHEST STANDARDS COOKTOP: GE JGP636WEV 36" 5 SEAL BURNER GLASS TOP -MITE SECONDARY BATHROOM: 42* HIGH - 3/16* ELECTRO COPPER PLATED W/ POLISHED EDGES 2. NO CHANGES ARE TO BE MADE ON THESE PLANS WITHOUT THE KNOWLEDGE OR CONSENT OF THE OF THE VARIOUS TRADES INVOLVED, ANY ACTION REQUIRED TO CORRECT POOR WORKMANSHIP WILL BE AT THE CONTRACTOR'S EXPENSE, C CASEMENT AL/ OR VINYL SEE EXTERIOR ELEVATIONS FOR MUNTINS HOOD: GE JVM1340WW 1.3 cu.ft. MICRO/HOOD - WHITE POWDER ROOM: 42" HIGH - 3/16" ELECTRO COPPER PLATED W/ POLISHED EDGES ARCHITECT / ENGINEER WHOSE SIGNATURE APPEARS HEREON, DISHWASHER: GE JX40WH 12* FILLER PANEL KITCHEN - WHITE GE GSD3630ZWW 6 CYCLE / 18 OPTIONS - WHITE 14. FINISH CARPENTRY- 3. DIMENSIONS AS INDICATED ARE THE DIMENSIONS TO BE USED FOR CONSTRUCTION. DO NOT 15. UPON COMPLETION, THE CONTRACTOR MUST FORWARD TO THE ARCHITECT THREE (3) COMPLETE s SLIDER AL/ OR VINYL SEE EXTERIOR ELEVATIONS FOR MUNTINS DISPOSAL: GE GF0305V 1/2 HP WITH CORD FRONT DOOR: PANEL FIBERGLASS DOOR PRE -PRIMED EMBOSSED W/ WINDOWS ON TOP SCALE DRAWINGS. BOUND SETS OF INSTRUCTIONS INCLUDING THE MANUFACTURER'S CERTIFICATES, WARRANTY SLIPS, AND OPERATING INSTRUCTIONS PER SPECIFICATIONS. THE BUILDING WILL NOT BE CONSIDERED INTERIOR: 6 PANEL COLONIST DOOR SMOOTH FINISH - HOLLOW CORE 4. NO FRAMING OF ANY TYPE IS TO BE CONCEALED PRIOR TO INSPECTION BY GOVERNING AGENCIES. SUBSTANTIALLY COMPLETE UNTIL THIS INFORMATION HAS BEEN RECEIVED. SA SASH AL/ OR VINYL SEE EXTERIOR ELEVATIONS FOR MUNTINS OPTIONS. HOUSE TO GARAGE: 6 PANEL COLONIST DOOR SMOOTH FINISH 1-31W 20 MINUTE RATED - 5. REFERENCE TO ANY DETAIL OR DRAWING IS FOR CONVENIENCE ONLY AND DOES NOT LIMIT THE STANDARD APPLIANCE PACKAGE IN "BLACK FINISH" SOLID CORE GARAGE SIDE DOOR: WOOD JAMB WITH STEEL SLAB DOOR APPLICATION OF SUCH DETAIL AND DRAWINGS, 16. CONTRACTOR'S INSTALLATION OF ALL UTILITIES AND SUBSEQUENT HOOKUP SHALL BE AS NECESSARY OVEN: GE JKP458W 27" DOUBLE SELF -CLEAN -WHITE MIRRORED WARDROBE: HOLLOW CORE HARDBOARD DOORS TO ASSURE CONFORMANCE WITH ALL UTILITY COMPANY REQUIREMENTS. FA FIXED GLASS AL/ OR VINYL SEE EXTERIOR ELEVATIONS FOR MUNTINS COOKTOP: GE JGP636BEV 36* 5 SEAL BURNER GLASS TOP 6. DIMENSIONS AND CONDITIONS AT THE JOB SITE SHALL BE VERIFIED BY ALL CONTRACTORS. HOOD: GE JVM13408W 1.3 cu.ft. MICRO/HOOD ALL CLOSET SHELVING& 12* VINYL COATED METAL SHELVING BASE: 2-1/4" STREAMLINE IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO EXAMINE THE EXISTING CONDITIONS PRIOR TO 17. CONTRACTOR SHALL BE RESPONSIBLE FOR REQUESTING AND SCHEDULING ALL INSPECTIONS AND GE JX41BL 1" FILLER PANEL KIT CASING. 1-5/8" #711 SUBMITTING BIDS TO SUCH CONDITIONS WHICH MAY AFFECT THE WORK. DISCREPANCIES ON THE TESTS REQUIRED TO IMPLEMENT THE PLANS AND SPECIFICATIONS. RECOMMENDED BY THE SOILS WINDOW TYPES DISHWASHER: GE GSD3620ZBB 6 CYCLE / 18 OPTIONS STOOL AND APRON: N/A DRAWINGS OR BETWEEN THE DRAWING AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE INVESTIGATION REPORT AND REQUIRED BY ANY GOVERNMENT AGENCY. OWNER. CORRECTED DRAWINGS OR INSTRUCTIONS SHALL BE ISSUED BY THE OWNER PRIOR TO THE INSTALLATION OF ANY WORK 18. ALL REVISIONS TO THE DRAWINGS MUST PROCEED THRU THE ARCHITECT, OWNER CONTRACTOR OVEN- GE JKP56WW 27* CONVECTION UPPER/ SELF -CLEAN LOWER -MITE 15. FINISH HARDWARE FRONT DOOR: KWIKSET TITAN "CHELSEA" MODEL 800 W/ KWIKSET LEVER - POLISH BRASS 7, ALL WORK CONSTRUCTION AND MATERIALS SHALL COMPLY WITH ALL PROVISIONS OF THE BUILDING REVISIONS MAY BE CONSIDERED INVALID. GE JKP56BW 27* CONVECTION UPPER/ SELF -CLEAN LOWER -WHITE i.v n.^m. . _ t ftftA^n CODE AND WITH THE OTHER RULES. REGULATIONS. AND ORDINANCES GOVERNING THE PLACE OF HOOD: GE JVM13508W 1.3 ou.ft. MICRO/HOOD -WHITE GE JVM13508W 1.3 cu.ft. MICRO/HOODBLACK HVILRIVn; nfflnZLI I-V9fl%,V Lr.Vrf%,3 - rVLlan Qf%f%a-� HOUSE TO GARAGE: KWIKSET "PORTICO" LEVERS - POLISH BRASS GARAGE SIDE DOOR: KWIKSETR "TYLO" KNOBS - POLISH BRASS CONSTRUCTION. IT IS THE RESP04SIBIIJTY OF ANYONE SUPPLYING LABOR OR MATERIAL OR BOTH TO BRING TO THE ATTENTION OF THE ARCHITECT AND THE OWNER ANY DISCREPANCIES OR CONFLICT IV. VWNLK �itiALL tit ALLVWLU IV rLKI*VKM WVKK UT VIMLKZ� rKIVK IV Irtt UtNtKAL CONTRACTOR'S COMPLETION. I DISHWASHER*. GE GVD4330ZWW 5 CYCLE / 30 OPTIONS - WHITE BETWEEN THE REQUIREMENTS OF THE CODE AND THE DRAWINGS. THE APPLICABLE CODE SHALL GE GVD433OZ88 5 CYCLE / 30 OPTIONS - BLACK INCLUDE, BUT NOT LIMITED TO: 1995 EDITION OF THE CALIFORNIA BUILDING CODE. 20. CONTRACTOR SHALL PROVIDE PUBLIC PROTECTION AS NECESSARY PER CITY, STATE AND LOCAL 19 QTAIP PAIlIkill DAII LIKIFUCI OACT Ap DIPlerT4Z - PAIKITrn VdWITF CODE REQUIREMENTS. z c") C> "t z 0 OPTIONS: STAIN OAK RAIL & KNEWEL POST WITH WHITE PICKETS 8. THESE DRAWINGS DO NOT CONTAIN THE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY. 2. CABINETS STAIN MAPLE RAIL & KNEWEL POST WITH MITE PICKETS 21. ALL MATERIALS AND WORK SHALL CONFORM TO LATEST GOVERNING BUILDING CODES AND LLI KITCHEN: OAK PRE -FINISHED WITH #307 DOOR (SOUTHCOAST), CONCEALED HINGES, MREGULATIONS. WHITE STAIN OAK RAIL , KNEWEL POST AND PICKETS 9. IT SHALL BE UNDERSTOOD THAT ALL INTENDED WORK IS SUBJECT TO REVIEW AND INTERPRETATION 0 INTERIORS, BACKS ON UPPERS AND PANTRIES, DRAWER INTERIORS WHITE WITH STAIN MAPLE RAIL , KNEWEL POST AND PICKETS BY THE ADMINISTRATIVE AUTHORITY HAVING JURISDICTION, AND IN NO CASE SHALL WORK BE z WITH EURO SIDE MOUNTED GUIDES, AND M-3 CROWN MOULDING. ROUGH TOPS PERFORMED WITHOUT THE REVIEW AND WRITTEN APPROVAL OF SAID AUTHORITY. THE CONTRACTOR 22. CONTRACTOR SHALL VERIFY THE SIZE AND LOCATION OF ALL EXISTING UTILITY LINES AND STUBS. w FOR CERAMIC TILE. 17. METAL FIREPLACES: AS PER PLANS SHALL BE RESPONSIBLE FOR ALL FEES RELATED TO THE ISSUE OF PERMITS, INSPECTIONS AND a MASTER BATHROOM: OAK PRE -FINISHED WITH #307 DOOR (SOUTHCOAST), CONCEALED HINGES CERTIFICATES NECESSARY FOR THE EXECUTION AND COMPLETION OF THE WORK AND THE OCCUPANCY 23, DESIGN MATERIALS, EQUIPMENT AND PRODUCTS OTHER THAN THOSE DESCRIBED OR INDICATED C s FX SA FIREPLACE FACE: SANTA CATALINA DIST / AUTUMN SERIES 8**X8" - 5 COLORS-____ OF THE AREA OF WORK. ON THE DRAWINGS MAY BE CONSIDERED FOR USE, PROVIDED PRIOR APPROVAL IS OBTAINED FROM co AND EURO DRAWER GUIDES. ROUGH TOPS FOR CERAMIC TILE. FLOORING: -pg6t6kY_j6jCf kift-A-L 0ik6P_lX0_E INSTALLATION wvTH LISTING, OWNER, ARCHITECT AND THE APPLICABLE GOVERNING CODE AUTHORITY, ANY MODIFICATIONS TO w SECONDARY BATHROOM: OAK PRE -FINISHED WITH #307 DOOR (SOUTHCOAST), CONCEALED CARPET: TUFTEX "NEWCOMER 11" AND USE SHALL BE IN ACCORDANCE10, IN THE EVENT THAT THE ADMINISTRATIVE AUTHORITY HAVING JURISDICTION WITHHOLDS ITS APPROVAL DESIGN ELEMENTS OR STRUCTURAL COMPOSITIONS THAT ARE REQUESTED BY THE CONTRACTOR FOR HINGES AND EURO DRAWER GUIDES. ROUGH TOPS FOR CERAMIC TILE, PAD: 3/8" 5 LB. REBOND (NOT FHA/VA) FOR ANY CAUSE, THE CONTRACTOR SHALL IMMEDIATELY INFORM THE DESIGNER OF THE SITUATION HIS BENEFIT OR CONVENIENCE THAT REQUIRES ADDITIONAL WORK BY THE ARCHITECT AND/OR POWDER ROOM: OAK PRE -FINISHED NTH #307 DOOR (SOUTHCOAST), CONCEALED HINGES VINYL- ARMSTRONG "INITIATOR" ALONG WITH CORRECTIVE ACTIONS TO BE TAKEN. ENGINEERS, SHALL BE PAID FOR BY THE CONTRACTOR, COMPENSATUION FOR THIS WORK SHALL BE AND EURO DRAWER GUIDES, ROUGH TOPS FOR CERAMIC TILE, CERAMIC RS PAYABLE IN ADVANCE OF THE WORK BEING PERFORMED, LINEN- OAK PRE -FINISHED WITH #307 DOOR (SOUTHCOAST),, CONCEALED HINGES. 11. WHERE THERE IS A DISCREPANCY OR CONFLICT IN THE DRAWINGS &/ OR SPECIFICATIONS, THE 'U- FIRE PL-A&.' SUPERIOR BR-42, UL APVL J99025865B-231, ICBO ER5677 0 LAUNDRY ROOM: PAINT GRADE WITH BRIO DOOR (SOUTHCOAST STYLE), SEMI -CONCEALED HINGES 18. ELECTRICAL: CONTRACTOR SHALL REQUEST CLARIFICATION FROM THE ARCHITECT BEFORE PROCEEDING IN THE WORK. 24. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER AND THE ARCHITECT AND PANEL: 200 AMPS THEIR AGENTS AND EMPLOYEES FROM AND AGAINST CLAIMS, DAMAGES, LOSSES, AND EXPENSES LLGL - OPTIONS. 12. CONTRACTOR SHALL CONFORM WITH AND ABIDE BY ALL LOCAL, CITY, COUNTY� AND STATE BUILDING INCLUDING ATTORNEYS FEES ARISING OUT OF OR RESULTING FROM THE PERFORMANCE OF THE WORK w LAUNDRY ROOM: MAPLE PRE -FINISHED OUTLET & SWITCHES- DECOR SWITCHES AND PLATES STANDARD CUPLEX OUTLETS & PLATES AND SANITARY RULES AND REGULATIONS. PROVIDED THAT ANY SUCH CLAIM, DAMAGE. LOSS. OR EXPENSE (1) IS ATTRIBUTABLE TO BODILY MITE INJURY, SICKNESS, DISEASE, OR DEATH OR TO INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY MITE PRE -FINISHED 13, ALL MANUFACTURED MATERIALS, PRODUCTS, PROCESSES AND EQUIPMENT SHALL BE INSTALLED OR (OTHER THAN THE WORK ITSELF) INCLUDING THE LOSS OR USE RESULTING THEREFROM, AND (2) IS ALL OAK CABINETS: MAPLE PRE -FINISHED APPLIED IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS. NO SUBSTITUTIONS SHALL BE Z 5 WHITE PRE -FINISHED 19. LIGHT FIXTURES ACCEPTED WITHOUT EXPRESS WRITTEN APPROVAL OF THE OWNER AND ANY CORRECTIONS REQUIRED CAUSED IN MOLE OR PART BY ANY NEGLIGENT ACT OR OMISSION OF THE CONTRACTOR, ANY Lu KITCHEN CEILING. AS PER PLANS TO SPECIFIED MATERIALS WILL BE SOLELY AT THE CONTRACTOR'S EXPENSE. SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY EMPLOYED BY ANY OF THEM OR ANYONE WHOSE ACTS ANY OF THEM MAY BE LIABLE, REGARDLESS OR WHETHER OR NOT IT IS CAUSED IN PART BY 3. COUNTER TOPS KITCHEN SINK AREA: AS PER PLANS A PARTY INDEMNIFIED HEREUNDER. piNOF KITCHEN: DAL D-100 4"X4* WITH VCAP EDGE AND 6" SURFACE BACKSPLASH KITCHEN UNDER COUNTER: AS PER PLANS r Ny Q HOUSE LIGHT FIXTURES: PROGRESS LIGHTING - POLISH BRASS MASTER BATHROOM: DAL D-100 4"X4" WITH V-CAP EDGE AND 4" SURFACE BACKSPLASH ADDRESS LIGHT: AS PER PLANS SECONDARY BATHROOM: CULTURE MARBLE - WHITE ON WHITE POWDER ROOM. DAL D-100 4X4* WITH V-CAP EDGE AND 4* SURFACE BACKSPLASH 20. PAINTING- NOTE: 0 LAUNDRY ROOM: CULTURE MARBLE - WHITE ON MITE INTERIOR: AS PER PLANS M. EXTERIOR: AS PER PLANS AND COLOR SCHEME 1. ALL WINDOWS TO BE DUAL GLAZING (EXCEPT GLASS BLOCK) 4. PLUMBING SINKS: KITCHEN: MANSFIELD S-3221-DFL PORCELAIN -ON -STEEL, DOUBLE SINK W/ 4 HOLES - WHITE 21. DRYWALL: 2. WINDOW MANUFACTURER TO BE: civ WALLS- ORANGE PEEL TEXTURE MASTER BATHROOM: MANSFIELD 268-8 SELF -RIMMING CHINA LAVATORY W/ 8" FAUCET "TOMRAY, INC." - A DIVISION OF 0 CEILING- KNOCKDOWN TEXTURE C A L I f" HOLE -WHITE CORNERS: BULLNOSE CORNER METAL THROUGHOUT EXCEPY WINDOWS, BACKSIDE OF CLOSETS TIM. COBB ci. SECONDARY BATHROOM: MANSFIELD 217 UNDER COUNTER CHINA LAVATORY W/ 4" FAUCET HOLE -WHITE POWDER ROOM: MANSFIELD 267-8 SELF -RIMMING CHINA LAVATORY W/ 8" FAUCET 22. ROOFING. CONCRETE TILE, STYLE AS PER ELEVATIONS AND COLORS AS PER COLOR SCHEME HOLE - WHITE ROOM SCHEDULE UUUK Z5UhtUULt LAUNDRY ROOM: SELF -RIMMING FIBERGLASS SINK - MITE 23. GUTTERS* AS PER PLANS NAME BASE FLOOR WALL CEILING lzc%S REMARK SYMBOL TYPE FRAME THICKNESS REMARKS OPTION: SELF -RIMMING CAST SINK - WHITE 24. STUCCO: LIGHT LACE FINISH AND COLORS AS PER COLOR SCHEME 5.' PLUMBING FAUCETS- KITCHEN: MOEN MONTICELLO 7645 SINGLE HANDLE - CHROME OPTION: MOEN TOUCH 7385 PULL-OUT - CHROME MASTER BATHROOM: MOEN MONTICELLO 4550/97376 CHROME W/ WHITE LEVER HANDLE WIDESPREAD SECONDARY BATHROOM: MOEN MONTICELLO 4550/97557 CHROME W/ CHROME LEVER HANDLE CENTERSET POWDER ROOM: MOEN MONTICELLO 4570/97376 CHROME W/ MITE LEVER HANDLE WIDESPREAD LAUNDRY ROOM: MOEN LEGENT 7200 SINGLE HANDLE -CHROME 6. PLUMBING TUB & SHOWER: 25. MASONRY VENEERS: AS PER PLANS 26, GARAGE DOORS. METAL ROLL -UP DOORS OPTIONS: ADD WINDOWS TO GARAGE DOORS 27. GARAGE DOOR OPENERS- OPTION 28. AIR CONDITIONING: STANDARD - AS PER PLANS 29. ROOM OPTIONS- AS PER PLANS -3 0- 6 8 z 5; V) m >0z z z >: g E SOLID CORE ENTRY WOOD 1-3/4- SEE EXT. ELEV. FOR STYLE HC HOLLOW CORE WOOD 1-3/8" PANELED W SLIDING BI-PASS ALUMINUM MIRRORED SG SLIDING GLASS ALUMINUM TEMPERED GLASS SE SECTIONAL METAL METAL SEE EXT. ELEV. FOR STYLE (ROLL -UP GARAGE DR) (NO GLAZING) MASTER BATHROOM - TUB: LASCO BATAVIA ACRYLIC TUB W/ DAL D-100 4*X4" BACKSPLASH 12* ABOVE DECK Sc SOLID CORE WOOD 1-3/8" PANELED PORCH SHOWER: DAL D-100 4"X4" MITE TILE SEAT, WALLS AND FLOOR OVER HOT MOP FOYER SECONDARY BATHROOM: LASCO 2603-CTW FIBERGLASS TUB/SHOWER W/ TILE PATTERN - F FRENCH WOOD 1-3/4- SEE EXT ELEV. FOR STYLE WHITE POWDER ROOM: LASCO 2603-CTW FIBERGLASS TUB/SHOWER W/ TILE PATTERN - MITE M HOLLOW METAL WOOD 1-3/4* SEE EXT. ELEV. FOR STYLE(NO GLAZING) FAMILY ROOM LIVING ROOM 7. PLUMBING TUB & SHOWER FAUCETS: MASTER BATHROOM: TUB: MOEN MONTICELLO T-950/97376 CHROME W/ MITE LEVER HANDLE SHOWER: MOEN MONTICELLO 3125/97376 CHROME WITH WHITE LEVER HANDLE CONTROL WITH 2126 CHROME SHOWER HEAD SECONDARY BATHROOM: MOEN CHATEAU L 2739'CHROMIE W/ CHROME LEVER HANDLE R SOLID CORE WOOD 1-3/8- PANELED - 20 MIN. RATED 45$:Aaoshmw 0 GYP. BD. CASED OPENING DINING ROOM KITCHEN/NOOK POWDER ROOM: MOEN CHATEAU L 2739 CHROME W/ CHROME LEVER HANDLE DOOR TYPES LAUNDRY MASTER BATHROOM: MANSFIELD 135-164 W/ ELONGATED SEAT, INC. CHROME TANK LEVER HALL ✓ I I/ I I/ I I/ c AND ANGLE STOP SECONDARY BATHROOM: MANSFIELD 135-160 W/ ELONGATED SEAT, INC. CHROME TANK LEVER WALK -IN -CLOSET SEE EXTERIOR ELEVATIONS NOTE: AND ANGLE STOP POWDER ROOM: MANSFIELD 135-160 W/ ELONGATED SEAT, INC. CHROME TANK LEVER PANTRY FOR DOOR DESIGN 1-5/8r #711 CASEMENT AND ANGLE STOP THROUGHOUT INTERIOR 9, PLUMBING MISCELLANEOUS* COAT ICE MAKER: VALVE IN RECESSED PLASTIC BOX BED ROOM #1 WATER HEATER: AS PER PLANS BEDROOM #2 141 10. BATHROOM HARDWARE: CHROME WITH CONCEALED SCREWS 0ou BEDROOM #3 11. SHOWER ENCLOSURE: BRIGHT DIP CHROME WITH CLEAR GLASS OPTION- OBSCURED GLASS BED ROOM #4 // �,` 12. TUB ENCLOSURE: OPTION: CHROME NMASTER BED ROOM WITH CLEAR GLASS OR OBSCURED GLASS I �� 1 11 1 8 tNTi Do Z < < 0 < I!_ z < Lu < z < < z L6 lw W co Z C. C) W Z' < I..: w w W. m _j LU z ox g u1i uj CL V) to I= z Wi REVISION DATE 7- SC3 7-30-03 _5 6r �_oz - Q, -5 b-ol - 03 F -ool MASTER BATH ROOM E HC J C J R SG pj ALL DRAWIN( ES HIS/HER WALK -IN -CLOSET REPRUNPUBENTE I C- AND CLOSED( 06/, 'rA R WRffT BATHROOM #1 ED P 06/, /04 OPEN I ) IE NO THIE 0 3695-7 EPTANCE POWDER ROOM HT RESEF BATHROOM tIKUUM #Z c 1 v I GARAGE m 0 W FINISH NOTES SEE EXTERIOR ELEVATIONS FOR DOOR DESIGN 1 ORANGE PEEL TEXTURE - TWO COATS FLAT VINYL PAINT 6 - 2 1/4" STREAMLINE IV- - 2 ORANGE PEEL TEXTURE - TWO COATS SEMI -GLOSS ENAMEL PAINT 7 - METAL BULLNOSE CORNER EXCEPT WINDOWS 3 - LIGHT KNOCK- DOWN TEXTURE -PAINT TO MATCH WALLS IL AN 4 - TAPED JOINTS - ONE COAT FLAT VINYL PAINT 5 - PROVIDE WATER RESISTANT GYSUM BOARD AT ALL. TUB AND SHOWER LOCATIONS SE F S, DESIGNS SPECIFICATIONS a HEREIN ARE THE ORIGINAL 'SHED PROPERTY OF El4el', t>�-lr SHALL NOT BE REPROL�,_ED. R USED BY OTHERS WITHOUT N CONSENT OF rn-T- =i-3� DOCUMENTS CONSTITUTES OF THESE CONDITIONS. ALL VES. DATE: SEPT. 5, 2002 FILE NAME EUCLID SCALE: AS INDICATED DESIGN/DRAWN: MA j JY SHEET NO. AR�5 PLAN NO.: 2 EXTERIOR FINISH 2x3 N FIREPLACE MANUFACTURER AND CONTINUOUAILERS S OCCUR -REFER TO MANIF. SSTILE _PECS, I LAYER 15# FELT CONCRETE RIDGE TILE I.C.B.O, APPROVED FLUE TRIM MAY 1. ROOF SHT'G TERMINATION CAP -REFER TO EXTERIOR Xi UNDERLAYMENT 0/ CEMENT GROUT TILE SHEAR WALL EXTERIOR ELEVATIONS FOR 2. EDGE NAILING STYLE 2x3 NAILERS 3. 2x6 R.J. 0 16 O.C, NOE-PIECE GALV. METAL 4. 2X BLK'G W/ 16d's @ 6" O.C. CAP WITH STANDING COLLAR G.I. Z-BAR FLASHING 2X BLOCKING HOLD DOWN MSTA24 5. SIMPSON JOIST HANGER CHIMNEY FLUE FLASHING OVER SLOPING PLYWOOD @16 O.C. 7r/ G.I. FLASHING (26 GA. MIN.) (HU26) REFER TO FIREPLACE 6. SHEAR PANEL PER PLAN MANUFACTURER SPECS SLOPING PLYWOOD AND COUNTER FLASHING BARREL OR FRAMING MEMBERS < S TILE (SEE FRAMING PLAN) % FLOOR BEAM PER PLAN 7. FULL HT. BLK'G W/ A35 @12" SADDLE POLICE 1x6 CONTINOUS A35-F 0 8" O.C. 8. CONTINUOUS 2X8 LEDGER EXTERIOR FINIH OSVER 2 BLDQ PAPER HALF TILE 2x STUDS PER PLAN W G.I. Z-BAR FLASHING m N ROOF OVER UNDELAYMENT —2x SOLD BLOCKING INTERIOR FINISH MN, 777 MATERIAL I L- 26 GA. G.I. PAN STRONGWALL T PER PLAN UNDERLAYMENT FLASHING :ro SOLD BLOCKING 2x BLOCKING (SEE GENERAL NOTES) OPENING CONT. 2x4 LEDGER STOP 0 ENTIRE 3 3/8" MIN. PLYWOOD PERIMETER OF FLUE CHASE TRUSSES OR RAFTERS 2x STUDS AT 16 O.C. I I FLUE CHASE WHERE (SEE FRAMING PLAN) FIRE STOP COLLAR ADJACENT TO ATTIC DRAFT 1/2" PLYWOOD BY FIREPLACE v MANUFACTURER STOP TO BE ON MATERIAL SHEATING APPROVED BY THE U.B.C. INTERIOR I-INIbtj .......... ------- ui NT w ;�2 SHEAR WALL CONN. TO S.W. BELOW LOW ROOF DETAIL CHIMNEY AT ROOF 1/2 9 RAKE AT WALL FLASHING 11/2 5 RIDGE CAP 11/2 1 �7- 7 7'7-- 1- NOTCH IN PLATE INSULATION TO OCCUR FIN. FLOOR SNUBBED WOOD TRUSS 2-- 1 3/4" MAX. IF BORED HOLE AT EXTERIOR WALL ONLY 5/8- SHEATHING B.N. PLYWOOD SHEATING ui EXCEED 1 3/4" IN 20 TOP TREADS AND RISERS TO BLOCKING UNDERLAYMENT Z 2 PLATE OR 2 3/4"IN 2x6 VENT CAP PLYWOOD (SEE GENERAL NOTES)- < TOP PLATE, STRAP E/S OF I" SHIPLAP SHEATING < 3" MAX. PLATE W/ITEM #3 BELOW LEAD FLASHING SUBFLOOR AT OVERHANG 1/2- PLYWOOD AT - HAND FORM TO -0,6 z 3- SIMPSON CS16xl4" LONG TILE SHAPE CRIMP 2x STUDS - - - - - - - - - - 2x6 FASCIA FIELD u- Z < 1/2 DEP METAL STRAP, TYPICAL 0 OVER PLUMBING VENT 0 16* D.C. (SEE ELEVATIONS) EACH < ,,,qH PLATE CUT W/(6) MIN. CLEARANCE LL 'o- w ui 9 @ EACH SIDE. TILE ROOFING 2x BLOCKING OF NON-COMBUSTIBLE -) Uj 4- PIPE WHERE OCCURS 0 4�-O" INTERVALS BARREL OR S TILE u MATERIAL ABOVE SEE ROOF PLAN ui 5- TOP PLATES/SILL PLATES GLAV. PLUMBERS OPENING PER MFG!S too SPECS. F_ ANCHOR BOLTS PER PLANS VENT z :D U) 4- - - Lu .... .. ... .......... 5 7- LOCATE ANCHOR SALT 5" H MIN. 9- MAX. AYVAY FROM FIREPLACE BRACING BIRD STOP NOTCH OR END OF PLATE WHERE 5 WBI 26 STRAP OR HEADER 100 MIN. OCCURS a lx6 LET -IN RAFTER C6 7 3 FIREPLACE INSTALLATION AND CLEARANCE FROM m COMBUSTIBLE MATERIALS 1`_8" ROOD SHEATING SHALL BE IN ACCORDANCE DOUBLE JOIST OR (SEE STRUCT.) WITH MANUFACTURES USH TILE HEADER 2X BLOCKING PROVIDE • NOTE PRINTED INSTALLATION VEN -.-IF NOTCH OR HOLE EXCEEDS I ":�L-1HH 'AR APPROVED HANGER, TS AS REO. PER 50% OF TOP PLATE WIDTH, INSTRUCTIONS & I.C.B.O. LOCAL CODE USE SIMPSON ST6224, APPROVAL 6 STAGGERED 0 E/S OF PLATES. 4Z -USE SIMPSON NS AS NEEDED DOUBLE 2x TOP PLATE PRE-FAB METAL P y b, Soff(T fPAm (616 PLUMBING WATER LINE FIREPLACE - SEE 2x12 SRINCER (MIN..3) 26 GA. GALV. MTl --- - ------- OR F.A.U. VENT SEE MG'S PRINTED INSTALLATION DRIP FLASHING Cr PLUMBING FOR 4zi7ir INSTRUCTIONS srror� Uw(,QN coA,-t vi./ 11-111`111111%2 THRU PLATE I-KAMINIU- 5/8 TYPE *X 4: x4 MTL R A IN :�VUCCo tZLOK Co/AT CzqeK MIN. CLEARANCE PER GUTTER WHERE O(CURS N.T.S. LEAD COLLAR, SKIRT AND STEEL BOOT BY PLUMBING FIREPLACE M.F.G. SEE ROOF PLAN CONTRACTORS SEE PLUMBING SPECS. le FOR OVERHANG VENT THRU ROOF 11/2 14 FIREPLACE SECTION - ------------ --------- -- 1/2111 10 STRINGER AT HEADER 11/211 6 EAVE AT SNUBBED TRUSS 1 1/2111 2 FIREPLACE MANUFACTURER FINISH FLOOR S. ROOF'TILE PER d 1. NOTCH DEPTH BORED HOLD SEE TAB LE BELOW. 2. STUD AND I.C.B.O. APPROVED 5/8- PLYWOOD MFR. SPECS. .3. SILL PLATE FLUE TERMINATION AND SPARK ARRESTOR TREADS AND RISERS 28 GA. G.J. VALLEY 4- HOLE EDGE DISTANCE 5/8' SEE ELEV. FOR SHAPE -3 COAT STUCCO 0/ FLASHING NTH UNDERLAYMENT CRIMPED EDGES (SEE GENERAL NOTES) MIN. -OUTER 4 8VYPA ....... PAINTED METAL CAP EXPANDED WIRE MESH GYSUM BOARD 0/ BUILDING PAPER PER MFR. SPECS. 10 �d MIN, L 5/8" PLYWOOD FIRE RESISTANT 1 1/2' TREADS AND RISERS GASKET 10- >0 HEADER FIN. COLOR COAT 0/ L NOTE: BORED HOLES NOT PERMITTED IN MORE THAN TWO CONSECUTIVE DOUBLE STUDS 3-COAT STUCCO FIBERMESH 0/ FOAM I 1/2"x4" TRIM 0/ BROWN COAT BORED HOLES STUD SIZE -ix4- EXTERIOR & ARING LLS %A NON - J�LRING LS 2 1/8" 2X6 2 3/16- 3 5/16" 2-2x4 2 1/8- TF/8-1--i 2.-2x6 35/16. =5/16' NOTCH DEPTH STUD SIZE EXTERIOR QjkRIS L BEARING WALLS 20 7/8" 1 7/16- 2x6 1 3/8' 3/16- SYS M 0/ FOAM BUILDING PAPER 0- 11 TRIM SEE ELEVATION FLUE FOR PROFILE FRAME 0 2x FRAMING 5/8- TYPE Y' GYPSUM BOARD AT USABLE 1/2- PLYWOOD STUD NOTCHING/BORING LIMIT S SPACE UNDER STAIR SHEATHING CHIMNEY CAP .1 1/2" HEAD/JAMB SIMILAR 311 11 STRINGER AT LANDING 1,1/2 it 7 VALLEY FLASHING 1/21v 3 INSTALLATION PROCEDURE BARREL OR S TILE EXTERIOR FINISH INSTALL 18" WIDE 15# SATURATED FELT TO SIDES AND BOTTOM OF ROUGH ALL COMPONENTS AND PER MANUF. OPENING. INSTALLATIONS SHALL ROOF CAP W/ I LAYER 15# FELT 2. APPLY CONTINUOUS CAULKING BEAD TO INTERIOR SIDE OF NAILING FIN ON COMPLY WITH REOUIREMENTS BACKDRAFT DAMPER FINISH FLOOR WINDOW FRAME, CONTINUOUS ALL FOUR SIDES. OF U.M.C. 1405 ROOF LINE 2x ROOF RAFTERS 2x BLOCKING ce) i� cl, m z z to 00 LLI ui (* c� Er Vr cn N Z I-- < co 0 3: uj ca PLACE WINDOW FRAME IN ROUGH OPENING MAKING SURE OF PROPER FIT AND FRAME ALUM. WINDOW ZX* PLATE AND CRIPPLE SRUDS 0/0 PLYWOOD3. TREADS AND RISERS G.I. FALSHING (26 GA. MIN.) THAT CAULKING IS ADHERING. CAULKING AT HEAD TO ADHERE DIRECTLY ON AND COUNTER FLASHING ALL DRAWINGS, DESIGNS SPECIFICATJ WOOD HEADER. CAULKING AT SIDES AND BOTTOM TO ADHERE DIRECTLY TO METAL CANER fO/SEALANT REPRESENTED HEREIN ARE THE A"" 15# FELT. BEAD I x6 CONTINUOUS UNPUBLISHED PROPERTY OF Ew`r' V-__V 76e- AND SHALL NOT BE REPRODUCED, 4. AFTER WINDOW IS SECURED, PLACE A CONTINUOUS BEAD OF CAULKING ON UNDERLAYMENT CLOSED OR USED BY OTHFPq WITHOUT EXTERIOR SIDE OF NAILING FIN ON WINDOW FRAME. 110 (SEE GENERAL NOTES) CEMENT GROUT FILL OR WRITTEN CONSENT OF �& >l- ' r I =V-, 5. INSTALL 18- WIDE 15# SATURATED FELT TO HEAD. FIRST MAKING SURE THE FELT IS FIRMLY SET IN THE CAULKING. FIN. COLOR COAT 0/ FIBERMESH 0/ FOAM L MIN. 4" OVER TILE ING THIS DOCUMENTS CONSTITUTES EPTANCE OF THESE CONDITIONS. ALL R IK14ZTAH ije unnr irwi lzAmipAirn rriT AT cgnm AND QATTAu TO COMPLETE = 1 1 /9"v4" TRIM 0 k GYPSUM BOARD il 10* MIN 1/2- PLYWOOD THE SECOND LAYER MAKING SURE THAT THE FELT IS FIRMLY SET IN THECAULKING. (SEE PLAN) ROUND VENT BROWN COAT THRU ROOF AT FIELD 7. INSTALL FINAL CONTINUOUS BEAD OF CAULKING AT SHAD FOR INSTALLATION OF SECOND LAYER OF 18" WIDE 15# SATURATED FELT AT HEAD. SISAL KRAFT PAPER (3) 2X 12 STRINGER L — — — — — — — & APPLY NECESSARY GALVANIZED SHEET METAL FLASHING, PLAT -ONE. ETC. 2x6 STUD WALL NOTE ALL CAULK TO BE *SIKAFLEX IA" FLEXIBLE A 4 NOTE : THE ABOVE PROCEDURE IS CONNECTION SIMILAR FOR INSTALLATION OF PATIO FROM DRYER DOORS. PATIO DOORS SILL TO BE G.I. REVERSE CONTINUOUSLY CAULKED WITH TEE-WYE STUCCO FINISH SIKAFLEX IA. WITH GENEROUS AMOUNTS APPLIED AT ENDS TO DISCOURAGE 5/8- TYPE X- 2x SOLD BLOCKING WATER PENETRATION. G.I. CLEAN -OUT BOX BUILDING PAPER GYSUM BOARD GYPSUM BOARD W/ ACCESS DOOR AT USEABLE SPACE 2x STUDS AT 16" D.C. UNDER STAIR 2x4 P.T. THRUST PLATE ANCHORED W/HOT PINS AT 24" D.C. W/ 2"o INTERIOR FINISH WASHERS 7 WINDOW FLASIHING 311 DRYER --- -VENT I THRU ROOF NONE lCI SILL DETAIL I -31112 -----S----- LT---- R. I--N------ -G--ER GROUND FLOOR 31"8 ROOF TO WALL FLASHING' 11/21 4 ----- - -_- -- ---- --- -" __--] - DATE- SEPT. 5, 2002 FILE NAME: EUCLID SCALE: AS INDICATED DESIGN/DRAWN: MA / JY SHEET NO. AR�6 PLAN NO. 2 z z 0 0 (3) 2xI 2 Llj SISAL KRAFT PAPER STRINGER T — — — — — — — — BIRD STOP UJI BUILDING PAPER METAL COINER 2x CONT. PLATE BEAD REVISION DATE ALUM WINDOW 2x STUD CRIPPLE WALL 2x FRAMING AT LANDING FRAMING MEMBERS (SEE FRAMING PLAN) 2- 7- 8, 3 7- .3c, lC)_0A.(Z 1. SIMPSON CS16 W/8d SINKER 3 8 NAILS @ 2 1/16" O.C. CUT TO FIT OVERALL BAYS OF BLKG. WHERE APPLICABLE 2, TYPICAL ROOF RAFTER OR TOP CHORD OF TRUSS 3. 2X FLAT BLCK'G WITH EDGE NAILING . SEE PLAN FOR NO, OF BAYS REQUIRED 4. HIP BEAM OR TOP CHORD OF HIP TRUSS 5, ROOF RAFTER OR JACK TRUSS W/ E.N. 6. 16d's AT 4" O.C. STAGG. 7. ADD 2X4X48 INCHES LONG MEMBER TO RECEIVE 2ND CS16 8, END LENGTH STRAP CAPACITY END LENGTH A ICS16 1650# 3'— 6' 3300# 3'— 6 " EXTERIOR PLASTER 1. Shear Wall Edge Nailing PLASTER SCRATCH COAT Of W. MESH 2. DbI.Top Plates 2X STUDS 0 16" O.C. 3 Sim - son CS16 'A/A" PIVWAAn SHEATHING 0 Ea. Corner Blocking U.N.O ee Framing ion, Typ. PROVIDE 2x BLKG 2* DEEPER THAN TRUSS TOP CHORD E.N. SHT'G TO E.N. VERT WEBS x I I U.N.O.10 ROOF SHEATHING 2x BEVELED BLKG 2" DEEPER THAN TOP CHORD —TRUSS MFR TO PROVIDE VERTICAL WEBS AT SHEAR WALL LOCATIONS 2x BLK'G 2* DEEPER THAN TRUSS BOT CHORD SIMPSON 'A35' 0 48* oc TO TOP PLATE, U.N.O. SEE SCHEDULE BELOW EXPANDED METAL LATH MORTAR JOINT APPLICATION COAT STONE VENEER 26 GA. CORROSION RESISTANT WEEP SCREED CURB GARAGE . . ... 60 MINUTE GR. 'D* P.T.D.F. SILL PL. CONT, *ROPE" CAULKING I BASEBOARD BLDG, PAPER SLOPE TO DRAIN STUCCO SYSTEM SHAPED FOAM ADHERED MANUFACTURED BRICK OR STONE VENEER D OVER MORTAR BED AND SCRATCH COAT. INSTALL PER U.B.C. 'S 1403A.5 AND MANUFACTURER 2x4 FRAMING 16" O.C. 2x BLOCKING HEADER WHERE REQ*D WHERE REVID 6O MINUTE GRADE *D* PAPER GRACE "ICE & WATER SHIELD" 1/2" EXT. GRADE PLYWOOD EXTERIOR PLASTER 0/ W. MESH �., x cl!wfc 1/0" PLYWOOD SHEATHING 2 Q 4* c BUILDING PAPER OVER WHERE REQ'D iv ANCHOR DOLTS AS EXTERIOR GRADE WOOD REVD 4 SEE STRUCTURAL 60 MIN. GRADE FINISH GRADE < Li ---'D* PAPER 12 4 ------- ------ .�4 2x STUDS PER PLAN STUD WALL OR .4' NOTE . M BEAM. -xAcro SCREED TO Or 20 F RAMING INSTALLED PER 0 16" D.C. P, 1994 U.B.C. TRUSS BLOCKING DRAG DETAIL, 211 SPECIAL ---,.S-H-EAR.,AT--,-,WlND,O"W,,-.0�PENI-N-G--- 17PANELS AT PERPENDICULAR -TRUSS CULTURED STONE APPLICATION 3 11/2 5 - ------ - 1 113 C t9 PILASTER BASE FIREPLACE SHOULDER NONE 1 z LLJ CI C, Uj 80 < B.N. Z I EXTERIOR FINISH < SHEARWALL STUD WALL �-E < AS OCCURS x SHEAR WALL ROOF SHEATHING (rM.) F- 4 SEE BELOW z SOLE PLATE NAILING > NOT REWD IF INTERIOR FINISH Li U- Z < 4 1. Truss wl Roof E.N. DESIGNED 7/8" STUCCO SEALANT 11- SS- ADHERED MANUFACTURED < 0 BOUNDARY NAIL 2. Min. 3x Blocking BRICK OR STONE VENEER 11 TRUSS STUD IN FILL 0 16* D.C. LL 1. w (3) 10d PER BLOCK/JOIST PER LOADING CURB 0 GARAGE 20 STUDS AT t EDGE NAIL 3, Truss Top Chord DICATED ON FOR SHEATHING APPLICATION ONLY. OVER MORTAR BED AND SCRATCH 11111-16" O.C. LU tn' w FRAM COAT. INSTALL PER U.B.C. _j 0 (0 w 11- TRUSSES Or.) 0 PARALLEL I -JOISTS AS Or Rafter BUILDING PAPER WHERE OCCURS 28 GA. GALV.' MAIL. L OCCURS; SEE PLAN SLOPE 1403A.5 AND MANUFACTURERS 2X STUDS DRIP FLASHING L EN. AT 16 , D.C. 11 z SOLID RIM JOIST F WIRE LATH BLDG.APER OVER EXTERIOR HEADER PER LU 2x BLKG W/ 2X RAT BU('G 0 GRADE PLYWOOD STRUCTURAL0 0 (3) 16d/BLX BUILDING PAPER Z z ll 1-JOIST PER PLAN AT 48" OC W/ (2) 16d A35F AT 48* OC INSTALLED BELOW DRAWINGS CL < PERPENDICULAR FRAMING SHORT END NAILS & SHEAR WALL SHEATHING OR LTP4 OVER SHEATHING 2X,.. P.T. SILL PLATE STUCCO OVER FOAM I- (2) 16d SHORT FACE WHERE OCCURS AT SAME SPACING U.N.O. (ALT. A35 El LU 30, 9'-0* TRIM WHERE OCCURS NAILS INTO TOP ABOVE TOP PLATES) NAIL W/ (6) 8d 26 GA. 0.1, 2X STUDS PER PLAN 0 < 2x DECK JSTS w/— PLATES JOIST HANGER NAILS AT JOIST AND STUCCO SCREED OR BOLTS AS SEE ELEV. FOR MOISTURE 8d @ Ea. 8d @ Ea. 3rd Hole N. ANCH 0 'U' HGR TO BEAM I -JOIST BLKG 0 48*oc AT PARALLEL L I I PLATES. USE :r LONG NAILS AT LTP4 SIZE ,-,"—BARRIER (0 FRAMING CONDITION. Hole Wb126 Over Roof Sheathing 2X CONTINUOUS APPLIED OVER SHEATHING. REQ'D SEE STRUCTURAL (1) x EDGE NAIL TO BLKG W/ 16d SHORT 51SO v�l 91 GARAGE ST-18 0 48oc MAX DECK JOIST TO < P.T. SILL PLATE 6 NAILS 0 6' OC U.N.O. ILTR A35 OR LTP4 16d SHO-K I DOOR PLATE 19 Q UPPER PLATE FLOOR JOIST OR BLOCKING 0 TRUSS & 48" OC U.N SPACING NAIL SPAC G .4 Lj SOFFIT FRAMING PER SHEARWALL <#)U\\ I I, I ALT. A 32* OC 6* OC ;it . . AS OCCURS A35F AT 32" O.C. INSTALLED BELOW 2* MIN.� 10 4- A35 0 B 2e OC 4" OC STRUCTURAL DRAWINGS .-4 P I 4C' C6NCRETE FOUNDATION t^ftLrr' L�l A15 SHEATHING OR LTP4 OVER SHEATHING 0/ LAPlifIMAX! FLAT 70,0�_\ 1,4 4 4 LN�� WDW. OPNG. 3 3 EDGE NAIL SHT'G — \/ TO UPPER TOP PLATE A elo") I / WH,ERE,rCCUR,S I LTR A35 SPACING A 32"oc B 24"0C C 16"oc ID I 12*oc. A35 OR LTP4 AT SAME SPACING (ALT: A35 ABOVE TOP I I" uaz "d . 4 .4 OR, STEM WALL %1V11q%1nT_1r_ Qumw U114r. Vr "ALL a 6� PLATES�, NAIL W/ (6)8d JOIST HANGER PLTS. I DI 1 08 1 USE A3VS BEYOND 2 X WOOD Uj LTR SPACING FINISH GRADE NAILS T JOIST AND PLATES. USE 2* 11 1 TRIM A 24* O.C. LONG NAILS AT LTP4 APPLIED OVER 2X RAT E.N. 2X 4 M71- is FINISH GRADE CL B 16' O.C. BLKG (w;j 4 -4- -MOUL C 12 O.C. SHEATHING. BLK - ------ C14 J SHEAR WALL D —8- O.C. STUD WALL --3 # SHEAR WALL Wumr ^NNI toe WHFRF CIMIRR SIZE - ----- . ..... ------ TRUSS PARALLEL TO SEALANT INTERIOR WALL ------ ---- ------- JZ2 18 DRAG TRUSS SHEAR TRANSFER 14 EXTERIOR PLA517ER SCREED 11/211 10 VENEERATORADE 11/211 .6 GARAGE DOOR HEAD 1 1/2111 2 DECK JOIST TO FLOOR FRAMING DRAG CONNECTION ----- - ----- - - _-------_ SLOPE TO DRAIN STUD WALL 7/8' STUCCO SYSTEM SHEARWALL WHERE OCCURS 1 Simp.ST 6236, UNO SILL PLATE NAILING ONE COAT STUCCO SYSTEM BUILDING PAPER Alt. MSTi 48 at Dbl. TJI/PSL/LVL EDGE NAIL BOUNDARY NAIL 4X POST W/ B.N. AT END 2. See Plan for Brg. Condition. FLOOR SHEATHING INSULATION 2 4 OF SHEAR WALL OR 3. Drop Beam, or DbI Jst. FLOOR JOISTS PER PLAN 2 X FRAMED WALL AS NOTED ON PLANS 4. Flush Beam, or DbI Jst. w/ 8d COMMON TOE BLDG. PAPER SEE PLAN FOR DIMENSION NAIL PLATE AND (2) 16d EQ. EQ. 5, Plywd. Shtq w/E.N SHORT END NAILS AT RIM. GYPSUM BOARD SILL PLATE MAY BE CUT (To Each Joist When DbI F/J) FOR STRAP ROUTING '-2X CONTINUOUS RIM JST. FLOOR SHEATHING KING STUD I &_ Ix SHEAR WALL MAY OCCUR EDGE NAIL TO VAPOR BARRIER REFER TO STRUCTURAL UPPER PLATE ---STUD WALL OR DROPPED TRIMMER PAPER OVER BUILDING DRAWINGS ST6224 U.N.O. NAIL BEAM J—MOULD 7/8- STUCCO STRAP Ww// 16d SINKER OR 1 Od COMMON NAILS tt SEALANT WOOD CASING MOISTURE BARRIER - APPLY STRAP EQUALLY TO POST AND BEAM I SHEARWALL ALT- USE CS16 STRAP W/ x Strop @ DbL TJI/ WHERE OCCURS A35F AT 32* D.C. INSTALLED BELOW WOOD DOOR MIN'. (11) 10d COMMON NAILS LVL/PSL 0 SHEATHING OR LTP4 OVER SHEATHING WOOD CASING FRAME J-MOULD AT POST AND BEAM IF NOTED ST6236 MSTi60 AT SAME SPACING (AT: A35 ABOVE TOP ON PLANS FOR CS16 STRAP. 2 MST48 MSTi72 SOLID RIM JOIST, FLUSH BEAM 3 1 MST60 OR SOLID JOIST PER PLAN LTR A35 OR LTP4 SPACING A 24' O.C. B 16- C I D 8' O.C. tt�i I r;7-Mffil: E-E! I I=_1 I F;:-;;I,.l j; 2 X VOOD TRIM GARAGE DOOR SEE PLAN FOR d ----- - -- ----- -- - 19 SHR TNSFR PERPENDICULAR JOIST AT EXTERIOR WALL 15 DOORJAMB 311 11 RAKE AT WALL FLASHING 11/211 7 GARAGE DOOR JAMB /211 3 POST ABV. TO FLUS--H,-"�-B�EA-M-.--BL-W.,,-- DRAG DETAIL _- --- . . ........ . - ----- LTR AS3p5�CLTP4 EXTERIOR PLATER FOUNDATION GRADE REDWOOD (OR) PRESSURE TREATED SILL LET IN TO WROUGHT IRON RAILING A 24' D.C. ONE COAT STUCCO FOAM TRIM APPLIED 0 0 ^0 ^TLArt) AE300Mirn 0" a OR STUCCO 10 SYSTEM TO BROWN COAT W/ LATEX LM C 12" O.C. INSULATION HOLDOWN MASTIC SEE ELEVATION PER U.B.C. 2804 (C) ALL DRAWINGS, DESIGNS SPECIFICATI b 8" O.C. 0 FOR SIZE ?R0 REPRESENTED HEREIN ARE THE or STUD WALL A'ND UNPUBLISHED PROPERTY OF 4 WALL SHEAR 'Z*-10—AND SHALL NOT BE REPR?,, AS OCCURS -SOLE PLATE NAILING BLDG. PAPER �;LD OR USED By OTHERS WI x HOT MOPPED W/ TILE OVER I -JOIST BLOCKING AT 48" O.C. GYPSUM BOARD 2 60 MIN. GR. 'D' 1x2 REDWOOD OR WRITTEN CONSENT OF fx < W BOUNDARY NAIL AND (2) PAPER CONT. THIS DOCUMENTS CONSTITV SHUR DECK (ICBO - ER5968) 16d SHORT NAJLS TO PLATES V7.71 y P.T.D.F. SPACER ANCE OF THES ONDITIONS. WHERE OCCURS) FLOOR SHEATHING (C. NQ , �/,3 6.1 ION x 2 X STUDS 0 16' O.C. EDGE NAILf VAPOR DAKKIM HEADER Uj 26 GA. G.1 FLASHING WITH (1) 10d T&B I -JOIST PER PLAN 4/_ FINISH COAT 0 NOTE: Holdown Anchors SYNTHETIC STONE VENEER DRIP EDGE Must Be Tied In OVER HIGH ADHESIVE ftfk -LSI� RIM w/ A35 OR LTP4 AT G.I. FLASHING Place Prior To AL F� 0- O.C. U.N.O.(ALT. A35 ABV. WOOD CASING Foundation MORTAR OVER SCRATCH COAT SIMPSON JOIST HANGER 32 Simp.Stab SEALANT T_ TOP PILTS) NAIL W Bolt. FW 8d JOIST EDGE NAIL HANGER NAILS TO M G AND WOOD DOOR Inspection. PAPER BACKED 0 0 2 X DECK JOISTS, SLOPE MIN. TO UPPER PLATES. USE 2" LONG NAILS AT WOOD CASING FRAME METAL LATH CONCRETE SLAB TOP PLATE LTP4 APPLIED OVER SHEATHING. Deepen Footing 1— 11 =_11 - M, — 1/4"/FT. TO DRAIN 4 ALq Is Required To I la-I"i I I- A Obtain Anchor MORTAR JOINT 1=1 I IEEI I FE1 I I 4Alternate Footing Embedment and tEl I IEEtjm�� SHEAR WALL WEATHERSTRIPPING 'El I 1=1 I I AS OCCURS Condition w/Heel Concrete Cover. NOTE STUD WALL OR DROP BEAM 2 X FURRING WEE, I I I RIP DECK JOISTS TO SLOPE DOOR MIN. 1/4" 1'- 0" 1 ------------ W, ISO %a -5- if DECK EDGE 120 DOOR HEAD 311 16 SIMPSON HOLDOWN w/ SSTB BOLT 12 STUCCO BELLYBAND 1 1/2 8 SILL ALUMINUM SLIDING DOOR 3 I- JOIST PARALLEL TO WALL AT EXT'R. ------- ---- - -- )NS -r- r> IE:V. ED. `HOUT 4;1SN11 =K3C ES ALL FILE NAME: EUCLID SCALE: AS INDICATED DESIGN/DRAWN: MA / JY SHEET NO. AR�7 PLAN NO. 2 1. STRONGWALL PER PLAN 2, EDGE NAILING 3. 2X DECK JOISTS W/ 'U' HANGER TO BEAM 4. 2X BLKG W/ 16d's 0 6" O.C. 5. SIMPSON JOIST HANGER BOTTOM . 1/2" DRY WALL SHEAR WALL 2x6 STUD VE BOTTOM PLATE RAILING 6. SHEAR PANEL PER PLAN PLAT E W/ 2x6 STUD @ 16" O.C. WHERE 3 1/2" THK. CONCRETE W/ 5/8" 2x6 STUD 16" O.C. < 0 7. FULL HT. BLK'G W/ A35 @12" O.C' 5/8" 7/8" STUCCO APPLICABLE SLAB W/ 6x6-#10x#10 ANCHOR BOLT - ')( 3. I -JOIST BLOCKING @ 48" O.C. ANCHOR 3 1/2" THK. CONCRETE WIRE MESH 0/ 2" SAND I'll DRY WALL 7" ENBEDED N� 5/8" TYPE 9. PARALLEL I -JOIST AS OCCURS BOLT- 7" R-19 BATT SLAB W/ 6x6-#10x#10 INTO CONCRETE- R-19 BATT 10. FLUSH BEAM PER PLAN ENBEDED INTO INSULATION WIRE MESH 0/ 2" SAND 1/4" PER FOOT INSULATION F' 11. ST-18 048" O.C. MAX DECK JOIST CONCRETE 3 1/2" THK. CONCRETE 02 3 1 /2" THK. CONCRETE 1/4" PER FOOT < TO FLOOR JOIST OR BLOCKING SLAB W/ 6x6-#10x#10 ) SLAB W/ 6x6-#10x#10 F WIRE MESH 02" SAND / Z=7 WIRE MESH 0/ 2" SAND A tt -x x 4 x 0 4 X� x ,----.x '4 4- x- I =1 I II= -- L SIMPSON JOIST HANGER >4 0E- �#4 REBAR TOP & I IT < CQ 4 #4 REBAR @ TOP & BOTTOM I F -1 I III I I III E-01 4 P & R "A M E9 OTTOM o I -JOIST W/ SIMPSON 'IU' I C 8) 10 5 11 I@ L 1-0 4 BOTTOM 4. #4 REBAR TOP & 12" FOR ONE STORY Mp. CQ HANGER, TYP. U.N.O. Cq 7;7- 1 rn BOTTOM "0 (D-- 12" FOR ONE STORY CQ 12" FOR ONE STORY 44 FOR TWO STORY co 21 15" FOR TWO STORY ------- 11CQ FOR TWO STORY It C'I 115" FOR TWO STORY CQ "q Q_" FOR ONE STORY TYP. FLUSH BEAM DETAIL SHEAR TRANSFER DETAIL 17 EXT. BEARING FOOTING 13 GARAGE 0 WALL 9 GARAGE 0 DOOR N�0_r 6 HOUSE TO GARAGE ....... N.T.S. - 1. INTERIOR FINISH N.T.S. N.T.S. N.T.S. N.T.S. FASTEN WITH 4 EA 3/8"XI" LG LAG BOLTS 1/2"xl 1/2"xl/8" STEEL TUBE 0 48" --O,C, (TYP.) FOR 4x OR 6x BLOCKING 2. 2X STUDS @ 16" O.C, HANDRAIL & GUARD RAIL 3. 2X P.T.D.F. SILL WITH APPROVED POWER DRIVEN HAND RAIL FASTENERS @ 32" O.C. (U.N.O. OND FND. PLANS) 1/2" DRY WALL 1/2" DRY WALL 2 1/2" 11 4 x4 4 x4"x-,4 STEEL 1 1/2" RAIL Q 30" O.G. FASTEN SUP. W/ 2x STUDS @ lb" o(; 2x PLATE Pq 16d @ lb" oc 4 (1) I('d per JOIST 4� CONCRETE SLAB SIMPSON SIMPSON ��' STUCC-0 PLATE PLAT C MAX. SECURELY CONNECTED TO (;2)- 3/8" 0 x 3" LAG. SCREW 5. UNDERLAYMENT AND STRONG -TIE 2x6 STUD @ 16" O.C. STRONG -TIE STRINGER TO VAPOR BARRIER PER HOLD HOLD 2x6 STUD @ 16" O.C, STUD (MIN. 3 EN. TYP. SOILS REPORT DOWN DOWN 090 SUP) 6. #4 REBAR CONTINUOUS TOP AND BOTTOM (U.N.O.) CB66 CB66 BALLUSTERS 7, MIN. #3 DOWELS AT 18- R-19 BATT INSULATION 1 + x 1 + x STEEL TUBE O.C. FOR EXPANSIVE SOILS C_ W/E.I. < 50 FOR E.I. > 50 USE J4 MONOLITHIC FOUNDATION, DOWELS COULD BE X4( 1/2" GYP. BOARD 2X STUD WALL A X� X. I-JO15T A/ l6d 5INKER5 @ V or, to TOP PLATE, NOT ELIMINATED FOR NON EXPANSIVE SOIL UPON V Ell I Ili 3/ F 00) 1 - HP TREAD ENTIRE LENGTH OF WALL, U.N.0, ON PLANS PLYYV. SPLICE 4 VERIFICATION OF SOILS ENGINEER 11 e- 4 4 CHANGE of 5HTI5. RAIL L DC R ALT: l2d COMMONS DIRECTION to OCaR a. t KAU NOTES: !_T OUBLE FLOOR at q of J015T JOISTS 2x14 S1 INGER 14 MIN. 6-MIL VISQUEEN TO 4 <7 IL #4 REBAR EACH WAY HAVE MIN. 12" WELDED LAP <-- 3-#4 REBAR EACH AT ALL SEAMS (U.N.O.) LIPLAN WAY 5/8" TYPE 'N' PER VERIFY ALL INFORMATION �tk FLAN DRY WALL PER SOILS REPORT 2x12 FLOOR JOIST 16" .01C AT STRINGER F AT WALL 2-2 INTERIOR BEARING FOOTING INT. PAD FOOTING rd POST 14 EXT. PAD FOOTING IM POST 10 STAIRS 0 FLOOR 6 HANDRAIL DETAILS 2 TYP. CHANGE OF JOIST DIRECTION - ------ N.T.S. - ----------- - --------- - N.T.S.N.T.S.N.T.S. N.T. N.T.S. 1. PLYWOOD SHEATHING B.N. PLYWOOD SHEATING SNUBBED WOOD TRUSS TO BLOCKING UNDERLAYMENT ------MST148 2. TRUSS BY MANUFACTURER 3. 8d COMMON NAILS AT 6" O.C. EN. TYP. + 2x PLATE W (1) 16d per I.15T. 4 (1) Ibd per BLK. U.N.O. 2x PLATE W Ibd 0 16" 06 4 (1) l6d 1* SHIPLAP SHEATING (SEE GENERAL NOTES)- AT OVERHANG 1/2- PLYWOOD AT - 2x6 FASCIA FIELD (SEE ELEVATIONS) BARREL OR S TILE SEE ROOF PLAN 14 3 10 6 1 3 6 2 B.N, 4. 2X FULL HEIGHT BEVELED BLKG, (IF BLKG, IS NOT BEVELED SEE DETAIL 13/SN2) IF BLKG, NOT TIGHT FIT, SEE ITEM #15. T2;. 5. DBL. TOP PLATE OR BEAM 6, SIMPSON A35 OR LS50, SEE 1 TYPICAL 2X STUDS AT 16" 0. C, U,N.O. W/ (2) 16d END NAILS OR (4) 8d TOE NAILS EACH >�_ >:�� END TO TOP & SILL PLATES. per J015T TABLE FOR SPACING. 2. CORNER STUDS OR POST PER (5) 10d per BLOCK BIRD STOP WHERE 7. SHEAR PANEL TYPE 12 TYPICAL PLAN. OCCURS 12 (U.N.O. ON PLANS) BETWEEN 5 TRUSSES. 3. PLYWOOD SHEAR PANEL PER 8. SEE PLAN FOR TYPE AND PLAN. 2X BLOCKING PROVIDE LOC. OF SHEAR PANEL ON 2X A3g0OR LS H1 STUDS AT 16" O�C, MAX. 7- _T8'�_ -T8r-9. ALT. LOC. OF SHEAR PANEL 4. POST AT END OF SHEAR PANEL PER PLAN, • - ---------------- -------- VENTS AS RED. PER N LOCAL CODE 10. 2X FULL HEIGHT BLOCKING. ] �2 3 16 13 5� NAIL CORNER & MULTI -STUDS I DOUBLE 2x TOP PLATE 11. TYPICAL BOUNDARY NAILING TOGETHER W/ 16d'S 0 16d FLAN6ES of !-JOISTI-JOIST K/ Ibd SINKERS f3LK'(7 BE BELOW @ 6" 0,� to TOP PLATE, -JOIST vi/ Ibd SINKERS 0 6" oc to TOP PLATE, I-JO15T BLOCKING 16 E 12. SIMPSON HI CAN BE USED AS I* T- AN ALT. TO SIMPSON A35*S PER O.C. STAGGERED. K�1_1_5 SHALL BE TABLE AT LEFT ONLY WHERE ENTIRE LENGTH OF MALL, 24" AIDE MINIMUM UN.O. ON PLANS ENTIRE LENGTH OF WALL, 4b" m fAfq" -�Offq INDICATED ON DETAILS ABOVE, 10 6 NOTE: NAILS SPACE AT 2" O.C. SHOULD ALT: 12d COMMONS U.N.0, ON PLANS ALT, 12d COMMONS 2x 51LV5 16" or, USE HI AT 48" D.C. WHEN OVER - HANG EXCEEDS 18". 4 BE STAGGERED MIN. 1/8". BEAM WHERE OCCA)R5 + 2x STUDS @ 16" or., TYP. 13. 7 2X BLKG. & UPPER SHEATHING ABV. PLATE CAN BE REPLACED ALL PLYWOOD .EDGE NAILING W/ PRE -FABRICATED FULL DEPTH BLOCKING 14. 2X RAFTER TAIL W/MIN. 3'-0" LAP W/16d's 6" O.C. STAGG. SHOULD FALL ON 2X FRAMING MEMBERS. CHIMNEY FOUNDATION 8 OR TRUSS TOP CHORD 15, MAX. GAP BETWEEN BLKG. & PLAN VIEW TOP PLATE FOR HI & LS50 TO BE 1/2" & FOR A35, TO BE 1/4' 16, 2X BEVELED BLKG. SEE 13/SN2 IF NOT BEVELED ROOF DETAIL 15 CHIMNEY AT FOUNDATION AND ROOF SHEAR TRANSFER WALL: 7 SHEAR WALLMALL INTERSET: 3 JOIST PERR, TO INT. WALL 7-5 JOIST PARALLEL TO INT. WALL11 N.T.S. N.T.S. N.T.S. 1. 2 X 4 STUDS 0 16" O.C. . .. .LATERAL iJi;StGN: E.N. Plywood roof sheathing PLYWOOD ROOF E.N. SHEATHING + TT Z 2X P.T.D.F. PLATE WITH 7/32" DIA. x 3-1/2" SHOT PINS @ 32' O.C. WITH 14" GAGE WASHERS & FIRST 'FO U NDATION 'Prkde two copies of a: compaction re rl stamped by th4 embitector.structuratenginoorco)f to and accepted by the, Building Safety Divil on Walls braced to resist wind and seismic forces shalt not exceed the fallowing to width ratios: 2 for I for plywood. Framing members or blocking shall be provided a the edges of all sheets in •shear walls; 2 to W. gypsum wallboard and Portland Portland be plaster (sWcco).-: Wag sections having height -length ratios In eXoM of I % to 1 RAFTER 2 PINS PLACED 6" & 10 prlorAo ndatlon Inspection. PIGas8*teI6ph0n4 (794) 647- 5862 fo an App6iritment with,, -plan check engineer to accept the two 0 0 of blocked. (23115.;I T 23-114-1; T 23-11-G, 251 9A. T 25-1) FROM PLATE ENDS the ctl report," compa on re jf-mqutred by structural, calculations, show size, IOCatiQrl. embedment length and po t 3 I>< 5 3. CONCRETE SLAB• "prior to calling for Foundation inspection, mo approval Nnter of hold-down anchm on foundation plan.- �old- down har0waremustbe secured in place prior tofoundation in0adon (1 A35 @16'O.C. 4� 1/2" DRY WALLnsed bundinq: be surveyed *1d staked by. CaliforniaCalftnila Lind Plywood cont. from dbl top plates to beam below staking must be documet �tod Sur"yor ot�qual][W.:Civil Engineer. The survey and staid and:boarr Ow.startio%and signature of Jbg person,rosponslblw for the $=Oy xnd f "-, 1 1. Hoiddown oonn e�tor bob Into wood ram just prior to o0v plate washers, and hold-downs shalt be fightarW just ' W B.N. TS @16" o.c. 1. BOTTOM CHORD OF TRUSS staid at �.,Won document must be submitted to the SuIlding Inspector Plywood roof sheathing TRUSSES PERPENDICULAR PARALLEL U�&F Inspectiom" -PU $91 plates supporting shear wails with lateral loads greater tha 4x blocking 3/8" PLYWOOD 2. SIMP. STC AT EACH CONNECT, -1, Footnote 34nch noirkWor greater member. Table 4411 Footnote, Al (MAX. 0 24" O.C.) 3. IX OVER 2X PLATE OR (2) 2X TOP PLATE WHEN TRUSS BOT. CHORD IS CAMBERED T-1 T I $TRUM 7- ' Oundation anct4 bob in wails s -: -washer under -each. - nuts shall be tightened framing, Plate- aft . thick 2 inch 2 Inch by 31 IN s -U on @ 3" o.c. 4. 2X BLKG. @ 24" O.C. W/ (2) each bolt, Lower roof 16d S @. ACH END. E f Nq 5� 2X MEMBER W/ (2) 16d'S TO ngs Sig drawings Sig by ri6ss supplier shag su]xyt calculations and shop dfavd ctvq s%irlIper who to review the a registered to the respomible, project designer (I BLKG. 4 _gwered ..'shop,drawings lbtAowptanoe prior to fabtkmtlon. Shop drawkVs and calculations i hall truss typ. 6. 2X8" BRACING 7 bip pix Get au0mft0d.to,1tf*',BuWlng Safety Dlvisl6n for acceptance after tie responst le co 7. (2) 2X TOP PLATE T ss drawings1"Iq 'designer' �I%MW acceptance slid prior to fabrication. ri 43 33 W B.N. 8. (2) 16d'S @ 12" O.C, rafted compliance vft.CBC Sections; I. ALT. CONDITION 9. TYP. EDGE NAILING 10. 2X CEILING JOIST OR BOTTOM i 06.3�1 Plens, strucwral calculdoons, and specIficaltIOns must be prepamd bYP MlsWed cIA'engineer. Beam per plan PLYWOOD SHEAR CHORD OF TRUSS. \\>% STUDSAT16"O.C. B.N. PANEL PER PLAN. LOW ROOF CONN. DETAIL SHEAR WALL CONN. TO ROOF SHTG 2,o FRAME TO NON -BEARING WALLS 16 NON -BEARING INT. WALL TYP. 12 W- A .dgffE N.T.S. N.T.S. ------ U z 0-4 o < �41 LU z UJI W � Z N < < < z U_- Z z < < ooi z W US 010 W W _J0 01 Z500 W I-_ 0) W W CV LU ci z P _J (n N CL W z < 0 X _J W 6 ZZ z O W W REVISION DATE 1 51 -9 7 1-02- 03 5 1 0_0i - 03 ALL DRAWINGS, DESIGNS SPECIFICATIONS REPRESENTED HEREIN ARE THE ORIGINAL AND UNPUBLISHED PROPERTY OF Cer I>M.r. AND SHALL NOT BE REPRODUCED. ISCLOSED OR USED BY OTHERS WITHOUT TOR WRITTEN CONSENT OF WING THIS DOCUMENTS CONSTITUTES CEPTANCE OF THESE CONDITIONS. ALL SERVES, M DATE. SEPT. 5, 2002 FILE NAME: EUCLID SCALE: AS INDICATED DESIGN/DRAWN: MA / JY SHEET NO. AR-8 PLAN NO. 2 ---------- ------------- GENERA. NOTES 1. THE GENERAL CONTRACTOR AND EACH SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS BEFORE STARTING WORK. THE ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCY. 2. DIMENSIONING SHALL TAKE PRECEDENCE OVER SCALES SHOWN ON DRAWINGS. TYPICAL DETAILS AND GENERAL NOTES ARE MINIMUM REQUIREMENTS TO BE USED WHEN CONDITIONS ARE NOT SHOWN OTHERWISE. 3. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. WHERE NO DETAILS ARE SHOWN CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ON PROJECT. 4. ALL WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE 1997 EDITION OF THE UNIFORM BUILDING CODE, AND ANY OTHER REGULATING AGENCIES WHICH HAVE AUTHORITY OVER ANY PORTION OF THE WORK, INCLUDING THE STATE OF CALIFORNIA DIVISION OF INDUSTRIAL SAFETY, AND THOSE CODES AND STANDARDS LISTED IN THESE IN THESE NOTES AND SPECIFICATIONS. 5. APPROVAL BY THE INSPECTOR DOES NOT MEAN APPROVAL OR ALLOWABLE FAILURE TO COMPLY WITH THE PLANS AND SPECIFICATIONS, ANY DESIGN WHICH WHICH FAILS TO BE CLEAR OR IS AMBIGUOUS MUST BE REFERRED TO THE DESIGNER OR ENGINEER FOR INTERPRETATION OR CLARIFICATION. 6. VIBRATION EFFECTS OF MECHANICAL EQUIPMENT HAVE NOT BEEN CONSIDERED BY ABSTRACTS CONSULTING GROUP (ACG). 7. THE DESIGN ADEQUACY AND SAFETY OF ERECTION BRACING, SHORING, TEMPORARY SUPPORTS, ETC. IS SOLE RESPONSIBILITY OF THE CONTRACTOR, AND HAS NOT BEEN CONSIDERED BY ACG. THE CONTRACTOR IS RESPONSIBLE FOR THE THE CONTRACTOR IS RESPONSIBLE FOR THE STABILITY OF THE STRUCTURE PRIOR TO THE APPLICATION OF ALL SHEAR WALLS, ROOF AND FLOOR DIAPHRAGMS, AND FINISH MATERIALS. HE SHALL PROVIDE THE NECESSARY BRACING TO PROVIDE STABILITY PRIOR TO THE APPLICATION OF THE AFOREMENTIONED MATERIALS. OBSERVATION VISITS TO THE SITE BY ACG SHALL NOT INCLUDE INSPECTION OF THE ABOVE ITEMS. 8. THE CONTRACTOR SHALL INVESTIGATE SITE DURING CLEARING AND EARTHWORK OPERATIONS FOR FILLED EXCAVATIONS OR BURIED STRUCTURES SUCH AS CESSPOOLS,: FOUNDATIONS, ETC. IF ANY SUCH STRUCTURES ARE FOUND. ACG SHALL BE NOTIFIED IMMEDIATELY. 9. CONSTRUCTIONS MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMED FLOORS OR ROOF, LOAD SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT, PROVIDE ADEQUATE SHORING AND OR BRACING WHERE STRUCTURE HAS NOT ATTAINED DESIGN STRENGTH. 10. CONSTRUCTIONS DOCUMENTS IDENTIFIED AS "BID SET" ON ANY OR ALL SHEETS MAY BE SUBJECT TO REVIEW. THIS REVIEW MAY RESULT IN CHANGES WHICH MAY BE MADE TO THE PLANS PRIOR TO THE ISSUANCE OF THE FINAL CONSTRUCTION ,SET WHICH WILL CONTAIN NO "BID SET" DESIGNATIONS. CONSTRUCTION DOCUMENTS IDENTIFIED AS " BID SET" ARE NOT CONTRUED AS BEING THE COMPLETED OR FINAL DRAWINGS AND THEY SHOULD NOT IN ANY WAY BE USED AS SUCH. 11. ALL GUARD RAILS AND HAND RAILS SHALL BE DESIGNED TO WITHSTAND A LATERAL LOAD OF 20 POUNDS PER LINEAL FOOT APPLIED HORIZONTALLY AT RIGHT ANGLES TO TOP RAIL, (50 PLF FOR COMMERCIAL) 12. THESE ARE INTENDED SOLELY FOR THE USE OF THE OWNER FOR CONSTRUCTION AND ARE EXPRESSLY NOT INTENDED FOR USE IN MARKETING. EXTERIOR ELEVATIONS AND OTHER DETAILS ON THESE PLANS ARE ONLY A REPRESENTATION AND MAY VARY SIGNIFICANTLY FROM THE ACTUAL CONSTRUCTION. 13. SLAB ON GRADE REQUIREMENTS TO BE PER THE SOIL ENGINEERS RECOMMENDATIONS SOLELY. THE SLAB ON GRADE IS A NON-STRUCTURAL ITEM AND THEREFORE HAS NOT BEEN BY THE STRUCTURAL DESIGN ENGINEER. REINFORCING STEEL 1, ALL REINFORCING STEEL SHALL BE ASTM A--615-40 FOR #4 BARS AND SMALLER. ALL REINFORCING STEEL SHALL BE ASTM A-615-60 FOR #5 BARS AND LARGER. WELDED WIRE FABRIC TO BE ASTM A-185, LAP 1--1/2 SPACES, 9" MIN. FOR STRUCTURAL SLABS ALL REINFORCING STEEL #5 AND LARGER TO ASTM A-615--60. 2. ALL BARS SHALL DEFORMED AS PER ASTM A--305. 3. ALL BARS SHALL BE CLEAN OF LOOSE FLAKY RUST, GREASE OR OTHER MATERIALS LIKELY TO IMPAIR BOND. 4. ALL BENDS SHALL BE MADE COLD. 5. SPLICING OF BARS SHALL HAVE LAPPING OF 30 DIA. OR 2'---0" MIN. IN ALL CONTINUOS REINFORCEMENT OF FOOTINGS AND CONCRETE WALLS, EXCEPT AS NOTED ON PLANS. 6. ALL REINFORCING BARS SHALL BE ACCURATELY AND SECURELY PLACED BEFORE POURING CONCRETE. 7. CONCRETE PROTECTION FOR REINFORCEMENT SHALL BE AT LEAST EQUAL TO THE DIAMETER OF THE BARS. COVER SHALL BE AS FOLLOWS: A. POURED AGAINST. EARTH 3" B. POURED .AGAINST FORM BELOW GRADE 2" 6 LARGER 2" #5 LARGER 1 1/2" C, FORMED SLABS 1 " D. SLABS ON GRADE (FROM TOP OF SLAB) 1 " E. COLUMNS AND BEAMS TO MAIN BARS 2" F. WALLS -- EXPOSED TO WEATHER 2" NOT EXPOSED TO WEATHER, # 1 1 AND SMALLER 1 " #1-1 AND #18 1 1/2' 1. ALL CONCRETE SHALL CONFORM TO THE LATEST EDITION OF THE UNIFORM BUILDING CODE. 2. CONCRETE SHALL BE DESIGNED AND TESTED AS OUTLINED IN SPECS, 3. ALL CEMENT SHALL CONFORM TO ASTM C-150. 4. FINE AND COURSE AGGREGATE SHALL CONFORM TO ASTM C-33 FOR STANDARD WEIGHT CONCRETE AND ASTM C--330 FOR LIGHT WEIGHT CONCRETE. 5. ALL AGGREGATE SHALL BE ' COMPARABLE TO "SAN GABRIEL VALLEY" AGGREGATE, THE SHRINKAGE SHALL BE AS PER ASTM C-157 WITH THE AVERAGE DRYING SHRINKAGE AT 28--DAYS NOT, EXCEEDING 0.047o. 6. DRYPACK SHALL BE COMPOSED OF ONE PART PORTLAND CEMENT TO NOT MORE THAN THREE PARTS SAND. 7. ANCHOR BOLTS, HOLDOWN BOLTS, DOWELS, INSERTS, ETC. SHALL SECURELY TIED IN PLACE PRIOR TO POURING CONCRETE. 8. CONCRETE SHALL BE CURED BY KEEPING CONTINUOUSLY WET FOR 10 DAYS OR BY AN APPROVED CURING COMPOUND. 9. ALL STRUCTURAL CONCRETE F'c = z1g00 PSI ALL SLAB--ON-GRADE F'c = 21500 PSI ALL CONTINUOS FOOTINGS AND PADS F'c = 2,500 PSI 10. ALL CONCRETE WITH F'c GREATER THAN 2500 PSI SHALL HAVE SPECIAL INSPECTION PER SECTION 1702 OF THE UNIFORM BUILDING CODE UNLESS NOTED OTHERWISE. LUMBER/CARPENTRY 1. ALL STRUCTURAL LUMBER SHALL BE GRADED IN ACCORDANCE WITH THE STANDARD GRADING RULES NO.16 FOR WEST COAST LUMBER AND UBC STANDARD NO, 23-1. 2. ALL WOOD BEARING ON CONCRETE OR MASONRY SHALL BE PRESSURE TREATED DOUGLAS FIR OR REDWOOD. 3. HOLES FOR BOLTS SHALL BE BORED WITH A BIT 1 /32' TO 1 / 16" LARGER THAN THE NOMINAL BOLT DIAMETER. 4. ALL BOLTS SHALL RE --TIGHTEN PRIOR TO APPLICATION OF PLYWOOD, PLASTER, ETC. 5. STRUCTURAL MEMBERS SHALL NOT BE CUT FOR PIPES, ETC. UNLESS SPECIFICALLY NOTED OR DETAILED. 6. 2X SOLID BLOCKING SHALL BE PLACED BETWEEN JOISTS OR RAFTERS AT ALL SUPPORTS, EXCEPT WHEN LEDGERED. 7. CROSS -BRIDGING SHALL BE PROVIDED AT 8'--0" O.C. MAX. FOR ALL FLOOR JOISTS OVER 10" DEPTH. USE SOLID BLOCKING OR AN APPROVED TYPE METAL BRIDGING. 8. ALL STRUCTURAL PLYWOOD SHALL BE STRUCTURAL It OR C-D GRADE WITH EXTERIOR GLUE UNLESS NOTED OTHERWISE AND CONFORM TO PS-1-83. EACH SHEET SHALL BE IDENTIFIED STAMP D.F.P.A. OR A.P.A. 9. ALL BOLTS BEARING ON WOOD SHALL HAVE STANDARD CUT WASHERS -UNDER HEAD AND NUT UNLESS NOTED OTHERWISE. 10. ALL METAL ANCHORS, FASTENERS AND CONNECTORS ETC. SHALL BE FROM SIMPSON STRONG -TIE (TM), SUBSTITUTIONS MUST BE PRE -APPROVED IN WRITING BY ACG. 11. ALL STRUCTURAL; LUMBER SHALL BE DOUGLAS FIR -LARCH, 19% MAX. MOISTURE CONTENT, OF THE FOLLOWING GRADES UNLESS NOTED OTHERWISE. 2X4 STUDS (UP TO 10') "STUD GRADE" OR BETTER 2X4 STUDS (OVER 10-) "CONSTRUCTION GRADE" 2X PLATES "STANDARD GRADE" OR BETTER 2X STUDS NO.2 2X JOIST NO.2 BEAM AND STRINGERS 4X10 AND SMALLER NO.2 4X12 AND LARGER NO.1 6X AND 8X NO.1 POST AND TIMBERS NO.1 ROOF PLANKING AND DECKING..COMM.DEX BOARD SHTG. AND STRIPPING.. SUITABLE FOR INTENDED USE. 2001 CBC STRESS VALUE FOR DOUGLAS FIR -LARCH SINGLE/REPETITIVE 2X4 #2 Fb = 1,425/1780 PSI Fv = 95 E = 1.6 X 10-6 2X6 #2 Fb = 1,235/ 1,540 PSI Fv = 95 E = 1.6 X 10-6 2X8 #2 Fb = 1,140/ 1, 425 PSI Fv = 95 E = 1.6 X 10-6 2X 10 #2 Fb = 1,045/ 1,305 PSI Fv = 95 E = 1.6 X 10-6 2X 12 #2 Fb = 950/ 1,185 PSI Fv = 95 E = 1.6 X 10~6 4X4 #2 Fb = 1,425 PSI Fv = 95 E = 1.6 X 10'6 4X6 #2 Fb = 1,235 PSI Fv = 95 E = 1.6 X 10^6 4X8 #2 Fb = 1,140 PSI Fv = 95 E = 1.6 X 10-6 4X 10 #2 Fb = 1,045 PSI Fv = 95 E = 1.6 X 10'6 12. ALL NAILING TO BE PER TABLE NUMBER 23-I-Q OF THE LATEST UNIFORM BUILDING CODE, UNLESS NOTED OTHERWISE. 13. PLYWOOD FLOOR AND ROOF SHEATHING SHALL BE LAID CONTINUOUS OVER TWO OR MORE SPANS WITH FACE GRAIN PERPENDICULAR TO SUPPORTS (UNLESS SHOWN OTHERWISE). STAGGER ALL PLYWOOD PANELS'A MINIMUM OF 4'-0". 14. WHENEVER LATERAL BRACING OF WEB MEMBER IN TRUSSES IS REQUIRED, THE LATERAL BRACE MUST END ON AN EXTERIOR BEARING WALL_ 15. FRAMING CONTRACTOR SHALL PROVIDE BACKING AS REQUIRED FOR ALL LIGHT FIXTURES, CABINETS, WARDROBES, TOWEL BARS, AND HANDRAILS AS REQUIRED AND REQUESTED BY GENERAL CONTRACTOR. 16. EXTERIOR WOOD POSTS AND COLUMNS SUPPORTED BY A CONCRETE SLAB SHALL. BE INSTALLED A MINIMUM OF 6" ABOVE EXPOSED EARTH AND AT LEAST 1" ABOVE THE SLAB ON METAL POST BASES. (EXCEPTION POSTS OR COLUMNS OF APPROVED WOOD AND NATURAL RESISTANCE TO DECAY OR TREATED WOOD). POST OR COLUMN RESTING ON CONCRETE PIERS SURROUNDED BY EXISTING GRADE SHALL BE A MINIMUM OF 8" ABOVE ADJACENT GRADE PER UB.C. SECT. 2317.5. ALL ISOLATED INTERIOR AND EXTERIOR WOOD POSTS ATTACHED DIRECTLY TO CONCRETE SHALL BE SECURED WITH SIMPSON 'PB' OR EQUIVALENT. 17. PROVIDE 2X4 FLAT HEADERS AT ALL. INTERIOR NON --BEARING OPENINGS UP TO 36" IN WIDTH AND 4X4 HEADERS FOR OPENINGS 3' TO 5' IN WITDTH. 18. PROVIDE A MINIMUM 1/2" CLEARANCE (VOID SPACE) FROM THE TOP Of ALL INTERIOR NON BEARING PARTITIONS TO ROOF AND CEILING FRAME ABOVE. 19, ALL EXTERIOR WALL ADJACENT TO VAULTED CEILINGS SHALL BE BALLOON FRAMED WITH CONTINUOUS STUDS TO BOTTOM CHORD OF TRUSS OR RAFTER. 20. WHEN PLYWOOD SIDING IS USED AS AN EXTERIOR OR INTERIOR WALL COVERING, PROVIDE SOLID BLOCKING AT ANY HORIZONTAL JOINTS BETWEEN SOLE PLATE AND ANY TOP PLATE,"Z" BAR METAL SHALL BE USED AT EXTERIOR HORIZONTAL JOINTS. 21. INSTALL FIREBLOCKS TO CUT OFF ALL HORIZONTAL AND VERTICAL DRAFT OPENINGS BETWEEN TWO STORIES AND ROOF ATTIC SPACES. FIREBLOCKS `SHALL BE OF 2" NOMINAL THICKNESS. LOCATION OR FIREBLOCKS SHALL INCLUDE: A. STUD WALLS AT FURRED SOFFITS, CEILING AND FLOOR LEVELS. S. AROUND TOP, BOTTOM, SIDES AND ENDS OF SLIDING POCKETS DOORS C. BETWEEN STAIR STRINGERS AT TOP AND BOTTOM OF RUN AND BETWEEN STUDS IN A WALL PARALLEL AND ADJOINING RUN OF STAIRS. 22. ALL ROUGH OR RESAWN BEAMS ARE TO BE FREE OF GRADING STAMP LABELS AND FREE OF HEART CENTER, 23. ALL HANGING JOISTS SHALL BE HUNG WITH SIMPSON "LUS" HANGERS U.N.O. AND SIPMSON "ITT" FOR TJI's U.N.O. 24. ALL BEARING WALLS ON A WOOD FLOOR ARE TO BE SUPPORTED WITH DOUBLE JOISTS OR SOLID BLOCKING UNLESS NOTED OTHERWISE. 25. ALL BEAMS TO BE SUPPORTED WITH FULL BEARING, U.N.O. 26. ROOF SHEATHING IS TO CONTINUE UNDER CALIFORNIA FRAMING. TYP. 27, APPLY SHEAR WALL PLYWOOD PRIOR TO ALL BOX --CUTS, FUR -CUTS, SOFFITS OR ANY OTHER FRAMING THAT MAY INTERRUPT CONTINUITY OF THE PLYWOOD. 28. PROVIDE FURRING AS NEEDED TO ALIGN NON --SHEAR WALLS WITH SHEAR WALLS, 29. PROVIDE 4X OR DOUBLE 2X MEMBERS UNDER SOLE PLATE NAILING AT 2' O.C. 30. DOUBLE TOP PLATES W/ MIN 48' LAP SPLICES TO BE PROVIDED W/ MIN (8d) 16d's PER TOP SPLICE. 31. TOP PLATES BREAKS ARE SHALL OCCUR OVER A STUD OR POST. 32. SOLID BLOCKING BETWEEN PERPENDICULAR JOIST AT BEARING AND AT SHEAR WALLS. 33. ALL EXPOSED BEAMS AND HEAVY TIMBER RECOMMENDED TO BE FREE OF HEART CENTER. 34. ALL ISOLATED POSTS AND BEAMS TO HAVE SIMPSON PB'S . AND/OR BC'S MINIMUM, UNLESS NOTED OTHERWISE. 35. ALL SIMPSON HD,PA, AND CB HOLDOWNS TO BE FASTENED TO 4X4 POST MIN, U.N.O. 36. ALL EXTERIOR WALLS ARE TO BE SECURED WITH 1/2" DIA. X '10" ANCHOR BOLTS AT 72" O.C., U.N.O.(WS 1270 RAMSET/REDHEAD MAYBE USED IN LIEU OF ANCHOR BOLTS). 37. ALL INTERIOR WALLS TO BE SECURED WITH SHOT PINS PER MANUFACTURER'S RECOMMENDATION. U.N.O. CALCULATIONS GOVERN IN ALL CASES RECOMMEND RAMSET/REDHEAD 1516D AT 24" O.C. PER ICBO REPORT NO. 1147. 38. ALL CONVENTIONAL FRAME PORTIONS OF STRUCTURE ARE TO BE CONSTRUCTED PER SECTION 2326 OF THE UNIFORM BUILDING CODE, U.N.O. 39.. ALL SHOP DRAWINGS ARE TO BE REVIEWED BY THE CONTRACTOR AND THE ENGINEER PRIOR TO SUBMITTAL FOR ENGINEER REVIEW, 40. TRUSS MANUFACTURER TO PROVIDE. CALCULATIONS, SHOP DRAWINGS, DETAILS, TRUSS HANGERS, BRIDGING AND ERECTION BRACING. 41. PROVIDE DOUBLE 2X SOLE PLATE WITH SOLE PLATE NAILING AS SPECIFIED ON THE PLANS AT BOTH PLATES WHERE 1 1/2" LIGHT WEIGHT CONCRETE IS USED AT THE FLOOR. 42. WHERE BOTH TOP PLATE ARE BROKEN, STRAP WITH ST6224 MIN. U.N.Q. 43. COMMON NAILS SHALL BE USED FOR ALL PLY SHEATING TOP PLATE SPLICES & SOLE PLATE NAILING. ALL HARDWARE SHALL BE INSTALLED WITH NAILS PER MANUFACTURERS SPECIFICATIONS AND RECOMMENDATIONS. .��jej �j��%j {T FR. � Y Dr PROD. 1. PARALLAM PSL 2.0E BY TRUSS JOIST MACMILLAN PER NER 292 Fb = 2900 PSI Fv = 290 PSI E= 2.0 2. PROVIDE MULTIPLE 2X4 SQUASH BLOCK UNDER BEARING POINT LOAD FROM ABOVE TO TOP PLATES BELOW AT FLOOR LEVEL. 3. TRUSS JOIST MACMILLAN PRODUCTS PER NER 119, NER 126, NER 292 AND NER 481. 4. PROVIDE DOUBLE TJI's OR DOUBLE TJI BLOCKS WHEN 16d SOLE PLATE NAILING IS LESS THAN 4" O.C. AT SHEAR WALL ABOVE. 5. REFER TO TRUSS JOIST MACMILLAN SPECIFICATIONS FOR DRILLING; OF HOLES THRU TJI WEB. WOOD TRUSSES 1. MANUFACTURER SHALL SUPPLY TO THE ENGINEER AND BUILDING DEPARTMENT, CALCULATIONS AND SHOP DRAWINGS FOR APPROVAL PRIOR TO FABRICATION. ALL CALCULATIONS AND SHOP DRAWINGS SHALL BE SIGNED BY A CALIFORNIA REGISTERED PROFESSIONAL ENGINEER. IT SHALL BE THE RESPONSIBILITY OF THE MANUFACTURER TO OBTAIN BUILDING DEPARTMENT APPROVAL FOR CALCULATIONS AND SHOP DRAWINGS PRIOR TO FABRICATION. 2. TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST LOCAL BUILDING CODE FOR ALL LOADS IMPOSED, INCLUDING LATERAL LOADS AND MECHANICAL LOADS, 3. ALL CONNECTORS SHALL BE ICBO APPROVED AND OF ADEQUATE STRENGTH TO RESIST STRESSES DUE TO THE LOADING INVOLVED. 4. TOTAL LOAD DEFLECTIONS SHALL BE LIMITED TO L/240. 5. CROSS BRIDGING AND/OR BRACING SHALL BE PROVIDED AND DETAILED AS REQUIRED TO ADEQUATELY BRACE TRUSSES. 6. PER UBC SECTION 2321.4 " EACH TRUSS SHALL BE LEGIBLY BRANDED, MARKED OR OTHERWISE HAVE PERMANENTLY AFFIXED THERETO THE FOLLOWING INFORMATION LOCATED WITHIN 2 FEET OF THE CENTER OF THE SPAN ON THE FACE OF THE BOTTOM CHORD. A. IDENTITY OF THE COMPANY MANUFACTURING THE TRUSS. B. THE DESIGN LOAD C. THE SPACING OF THE TRUSS 1, THE -ALLOWABLE SOIL BEARING VALUE IS 1800 PSF FOR CONTINUOUS FOOTING PER SOILS REPORT. 2. ALL SITE PREPARATION, EXCAVATION AND COMPACTION SHALL BE DONE UNDER THE SUPERVISION OF THE SOIL ENGINEER. 3. PROVIDE NON -EXPANSIVE FILL AS REQUIRED TO LEVEL PAD. 4. ALL HOLDOWN ANCHORS, POST BASES AND HOLDOWN BOLTS SHALL BE TIED INTO PLACE PRIOR TO FOUNDATION INSPECTION, 5. PLACE 20'--0" REBAR IN FOUNDATION AT SERVICE LOCATIONS. STUB UP REBAR ABOVE THE FLOOR BY ELECTRIC SERVICE METERS. 6. DRIVEWAY PAVING SHALL BE 4" PORTLAND CEMENT CONCRETE. 7. MINIMUM SLAB REINFORCEMENT AND PAD REQUIREMENT SHALL CONFORM TO THE SOILS ENGINEER'S RECOMMEDATIONS., U.N.O. MASONRY 1. ALL MASONRY WORK SHALL CONFORM TO THE LATEST EDITION OF THE UNIFORM BUILDING CODE. 2. CONCRETE BLOCK SHALL BE OF SIZES SHOWN ON ARCHITECTURAL j DRAWINGS AND/OR CALLED FOR IN SPECS. AND CONFORM TO ASTM C90--86, GRADE "N-1" NORMAL WEIGHT UNITS WITH MAXIMUM LINEAR SHRINKAGE OF 0.06 % f'm = 1500 PSI GROUTED REINFORCING CELLS. 3. MORTAR MIX SHALL BE COMPOSED OF ONE PART PORTLAND CEMENT AND THREE PARTS SAND -AND NOT LESS THAN 1/4 PART NOR MORE THAN 1/2 PART LIME PUTTY FOR TYPE 'S' MORTAR. MINIMUM COMPRESSION STRENGTH TO BE F'c = 2000 PSI. GROUT MIX SHALL BE COMPOSED OF ONE PART PORTLAND CEMENT TO 2.1 TO 3.0 MAX PARTS SAND AND NOT LESS THAN TWO PARTS PEA GRAVEL, MAX. GROUT LIFT = 4'-0". SPECIAL INSPECTIONS SHALL BE REQUESTED FOR HIGH LIFT GROUTING. MINIMUM COMPRESSION STRENGTH TO F'c = 2000 PSI. 5. PROVIDE CLEANOUT OPENINGS AT BOTTOM OF ALL VERTICALLY GROUTED CELLS IF GROUT LIFT EXCEEDS 4'-0" 6. ALL REINFORCING SHALL HAVE A MINIMUM COVERAGE OF 1/2" GROUT. OE pi, Gu 7. BOLTS SHALL BE GROUTED WITH 1" OF GROUT BETWEEN BOLT AND MASONRY. 8. NO PIPES OR DUCTS SHALL BE PLACED IN MASONRY WALLS UNLESS SPECIFICALLY NOTED OR DETAILED. t 9 DOWELS IN CONCRETE FOR MASONRY WALLS SHALL BE THE SAME SIZE AND SPACING AS MASONRY WALL REINFORCING, 10. ALL MASONRY, EXCEPT VENEER, SHALL BE REINFORCED GROUTED MASONRY, GROUT CELLS CONTAINING REINFORCING UNLESS NOTED OTHERWISE. GROUT SOLID ALL MASONRY RETAINING EARTH UP TO 6" ABOVE RETAINING WALL. 11. ALL VERTICAL REINFORCING IN MASONRY WALLS NOT RETAINING EARTH SHALL BE LOCATED IN THE CENTER OF THE WALL, U.N.O. 12. REINFORCING SHALL BE SECURELY HELD AND BRACED IN PLACE TO PREVENT MOVEMENT WHILE PLACING MASONRY. ROFPS 13. MASONRY TO HAVE SPECIAL INSPECTION PER SECTION 1702 OF THE r ; UNIFORM BUILDING CODE WHEN SPECIFIED. . 1997 UBC SEISMIC FACTORS PER SOILS ENGINEER FIGURE 16-2 : ZONE 4 TABLE 16-1 0.40 TABLE 16-0 : 0.40% TABLE 16-U : B TABLE 16-S 1.0 WIND DESIGN CRITERIA WIND SPEED 70 MPH :EXPOSURE C 1 f1v I.. �, -OAIA REVISION DATE "3 c\-02 -05 m 2 u z W Q Q Z �00 Im-4 (wf Z W 0) N � `�t�t, 40 N cr I-- _3 P. Z) < w o vi N 0 DRAWN BY: MAN CHECKED BY: GEORGE BACH GATE: FEBRUARY 24., 2003 SCALE: PER PLAN JOB NO: SHEET T- 1 PLAN NO. 2R REMSION IDA FOUNDATION NOTES GENERAL. IN ADDITION TO THE INSPECTIONS REQUIRED BY SECTION 108, THE OWNER OR THE ENGINEER OR ARCHITECT OF RECORD ACTING AS THE OWNER'S AGENT SHALL EMPLOY ONE OR MORE SPECIAL INSPECTORS WHO SHALL PROVIDE INSPECTION DURING CONSTRUCTION ON THE TYPES OF WORK LISTED UNDER SECTION 1701.5. UBC 1997 ALL DIMENSIONS SHALL BE VERIFIED WITH THE ENGINEERS DRAWINGS ANY DISCREPANCIES SHALL BE RESOLVED PRIOR TO COMMENCING OF WORK. 1. ALL EXTERIOR WALLS ARE TO BE SECURED WITH 5/8" DIAMETER BY 12 " LONG ANCHOR BOLTS EMBEDDED AT LEAST 7" INTO CONCRETE WITH A MAXIMUM SPACING OF 72" O.C. THERE SHALL BE A MINIMUM OF TWO BOLTS PER PIECE OF FOUNDATION PLATE WITH ONE BOLT LOCATED WITHIN 12" MAX. & 4-1/2 MIN. OF EA. END OF EA. PIECE. A PROPERLY SIZED NUT AND 2" X 2' X 3/16" THICK WASHER SHALL BE TIGHTENED ON EA. BOLT TO. PLATE. 2. ALL INTERIOR NON -SHEAR WALLS ARE TO BE SECURED WITH SHOT PINS INSTALLED PER MANIFACTURERS RECOMMENDATIONS, U.N.O. STRUCTURAL ENGINEERS CALCULATIONS GOVERN IN ALL CASES. 3. INSTALL ALL SIMPSON (OR APPROVED EQUAL) FOUNDATION HARDWARE PER MANUFACTURERS RECOMMENDATIONS. DEEPEN FOOTING WHERE NECESSARY TO PROVIDE ANCHOR EMBEDMENT AT HOLDOWN LOCATONS. SIMPSON HTT2 ICBO NO. 5313 AND ISO 9001 REGISTERED. 4. PROVIDE SURVEY STAKES PRIOR TO FOUNDATION INSPECTION TO VERIFY LOT LINES. 5. ALL ISOLATED POST AND BEAMS TO HAVE SIMPSON'S PB'S AND PCS MIN. UNLESS OTHERWISE NOTED. 6. ALL SIMPSON HD, PA AND CB HOLDOWN TO BE FASTENED TO 44 OR (2) 2x4 FRAMING MEMBERS MINIMUM. 7. ALL HARDWARE TO BE " SIMPSON STRONG -TIE" OR APPROVED EQUIVALENT. 8. TIE ALL ANCHOR BOLTS HOLDOWN BOLTS AND POST BASE BOLTS IN PLACE PRIOR TO FOUNDATION INSPECTION. 9. HOLDOWN DIMENSIONS (SHOWN WHEN REQUIRED BY JURISDICTION) ARE GUIDELINES ONLY. ACTUAL LOCATIONS MAY VARY BY FRAMING METHOD USED CONCRETE SUBCONTRACTOR IS RESPONSIBLE FOR FINAL LOCATIONS, AND SHALL THUS CONSULT WITH THE FRAMING CONTRACTOR PRIOR TO POURING. 10. SECURE ALL NON -BEARING INTERIOR WALLS WITH SHOT PINS PER MANUFACTURER'S RECOMMENDATIONS UNLESS NOTED OTHERWISE. STRUCTURAL ENGINEER'S CALCULATIONS GOVERN IN ALL CASES' RECOMMEND RAMSET/ REDHEAD 1516SD AT 24" O/C. UNLESS NOTED OTHERWISE. 11. ALL EXTERIOR WALLS ARE TO BE SECURED WITH 5/8- DIAMETER X 10 ANCHOR BOLTS AT MIN. 72- O.C., UNLESS NOTED OTHERWISE. (RAMSET/ RAMHEAD 1516SD AT 24" O/C MAY BE USED IN LIEU OF ANCHOR BOLTS). 12. PAD CERTIFICATIONS ARE REQUIRED PRIOR TO FOOTING INSPECTIONS. FOUNDATION LEGEND: INDICATES AREA OF CONCRETE SLAB r- — — __1 INDICATES LOCATION OF FOOTING L J NON SHADED FTG. INDICATES 20" WIDE x 18" DEEP 18" WIDE x 16" DEEP ANCHOR BOLT LEGEND,* [AB241 : 5/8" DIA. X 12" ANCHOR BOLTS AT 24" O.C. HOLDOWN LEGEND: HTT2 : �1 � SIMPSON HTT2 PER POST. CBQ44 : 1 SIMPSON CB044 PER POST. C8046 : (1) SIMPSON CB046 PER POST. FRAMING LEGEND: INDICATES SPAN AND DIRECTION OF TJI FLOOR JOIST 1. Expanded metal, or woven wire lath and 7/9" portland cement plaster w/l I ga. staples@ 6!' o.c. (4.) 2. 3/8" CDX plywood (24/0) w/ 8d nails @ 6-6-12 3, 3/8" CDX plywood (24/0) w(8d nails @ 44-12 4. 3/8" CDX plywood (24/0) w/ 8d nails @ 3-3-12 5. 3/8" CDX plywood (24/0) w/8d nails nails @ 2-2-12 6. 1/," Structural I plywood (24/0) w/l Od nails @ 3-3-12 7. V2" Structural I plywood (24/0) w/1 Od nails @ 2-2-12 SILL ATTACHMENT Allowable shear 01 Slab Floor j@ Plywood Floor 180 pif 360 pif * 260 pif 520 plf * 380 plf * 760 plf * 490 plf * 980 plf * 640 plf * 1280 plf 665 plf * 870 plf * 5/r'@ 56- 5/9" @ 28" 5/8- @ 32" 51W'@ 16" 5/r @ 24" 518" @ 16" 5/8" @ 16- M." @ 16„ 5/8" @ 16" 3/,- @ 16" 5W @ 16, '/4- @ 16" 16d @ W'o.c. 16d @ 4" o.c. NOTES, 1. Second figure indicates where shear wall sheathing is to be applied to both sides of wall. 2. Nailing applies to all studs, top and bottom plates, and blocking if applicable. 3. Plywood nailing legend: BN-EN-FN. 4. Staple spacing to top and bottom plates and to, all studs. Requires 3" lumber for sill plate and boundary studs. ........ ..... . 5.ALL SHEAR WALLS TO BE BLOCKED AT EDGES ROOF SHEATHING 15/32" C-D/C-C EXPA WITH 8d COMMON NAILS 4" O.C. BOUNDARY 6" O.C. ALL OTHER PANEL EDGES 12" O.C. FIELD SPAN RATING 32/16. 16d @ 6!'o.c. 16d @ 3" o.c. 16d @ 4"ox. 16d @ 2" o.c. 16d @ 3" o.c. 16d @ 2 V2" ox. FLOOR SHEATHING 15/32- C-D/C-C WITH 8d COMMON NAILS 4" O.C. BOUNDARY 6" O.C. ALL OTHER PANEL EDGES 12" O.C. FIELD SPAN RATING 40/20 HEADERS.* H1 USE 46 DOUGLAS FIR LARCH H2 USE 46 OR 44 DOUGLAS FIR LARCH H3 USE 48 DOUGLAS FIR LARCH H4 USE 4x6 DOUGLAS FIR LARCH USE 46 DOUGLAS FIR LARCH H6 USE 46 DOUGLAS FIR LARCH H7 USE 44 DOUGLAS FIR LARCH H7o USE 44 DOUGLAS FIR LARCH H8 USE 44 DOUGLAS FIR LARCH H9 USE 44 DOUGLAS FIR LARCH H10 USE 46 DOUGLAS FIR LARCH H11 USE 4x4 DOUGLAS FIR LARCH BEAMS: 81 USE 4x6 DOUGLAS FIR LARCH OR 1-3/4" x 9-1/4" MICROLAM B2 USE 4x8 DOUGLAS FIR LARCH OR 1-3/4" x 7-1/4" MICROLAM B3 USE fix12 DOUGLAS FIR LARCH OR 2-11/16" x 11-7/8" PARALLAM B3a USE 2x1 6 DOUGLAS FIR LARCH OR 2 11/16 x 11 7/8 2.0E PARALLAM 84 USE 602 DOUGLAS FIR LARCH OR 2-11/16" x 11-7/8" PARALLAM B5 USE 6x 12 DOUGLAS FIR LARCH OR 2-11/16" x 11-7/8" PARALLAM f I z 2 44 U z < z< z < 't V) 0 U") P�. 00 z W 04 0) 00 N �<W I < 0 < 0 4 0, LL_ >-4 DRAWN BY: MAN CHECKED BY: GEORGE BACH DATE: BRUARY 24, 2003 9GALE: PER PLAN JOB NO: SHEET ST-2 PLAN NO. 2R A" 01 FOUNDATION P 2ND FLOOR I MING P I REVISM DATE 7- ISI-q3 01 -Q� CH2CKED,T:M,j rr, 4 DATE; 41L 19, 2003 ��PER PIAN wo-, ST-3. PLAN NO. 2R uREAMON DATE ROOF FRAMING PLAN j W I � W H W W 1 � � H � C7 E-4 E -4 t. W W t o roe E� a� E-4 U W O 14 a a SSW 4uul o VIM By, o 9Y: 3 i P}j 9, PER PLAN VEE NQ. ST-4 PLAN NO.2R POLICE DEPARTMENT NOTES SEC. 8-208. GARAGE -TYPE DOORS (AUTOMATIC) (2) ON SINGLE DOORS. PANIC HARDWARE MAY HAW ONE LOCKING CITY OF SANTA ANA BUILDING SECURITY ORDINANCE POINT WHICH IS N07 70 BE LOCATED AT EITHER THE TOP OR (A) GARAGE -TYPE DOORS. V441CH ARE EITHER ROLLING OVERHEAD. SOLID BOTTOM RAILS OF THE DOOR FRAME. THE DOOR SHALL HAVE AN APPROVED PRODUCT LIST EFFECTIVE 6-5-78 OVERHEAD. SWINGING. SLIDING, OR ACCORDION STYLE DOORS SHALL CON- ASTRAGAL CONSTRUCTED OF STEEL .125 INCHES THICK MICH (REVISED 8-1-90) FORM TO THE FOLLOWING STANDARDS- SHALL BE ATTACHED WITH NONREMOVABLE BOLTS OR WELDED TO THE OUTSIDE OF THE DOOR. THE ASTRAGAL SHALL EXTEND A DEADBOLTS MARSHALL ALUMINUM SERIES 100, 100/1100, (1) WOOD DOORS SHALL HAVE PANELS A MINIMUM OF FIVE-SIX-rEENTHS MINIMUM OF SIX (6) INCHES VERTICALLY ABOVE AND BELOW THE LATCH OF THE PANIC HARDWARE. THE ASTRAGAL SHALL BE ADAMS RITE MS1850A. MS1850ANSI WOOD DOOR 205/1205. 405/11405. 505/1505 (5/16) INCH IN THICKNESS WITH THE LOCKING HARDWARE BEING A MINIMUM OF TWO (2) INCHES WIDE AND EXTEND A MINIMUM (SINGLE STOREFRONT) APPLICATION. MS1850, MS1860. MARVIN WINDOWS M0600 ATTACHED TO THE SUPPORT FRAMING. OF ONE (1) INCH BEYOND THE EDGE OF THE DOOR, MS1890. ALL REQUIRE 4OD2 STRIKE AND MS4043 CYLINDER GUARD. ALL 1 3/8 SWINGBOLTS WITH MERZON INDUSTRIES SERIES 800, 820 (2) ALUMINUM DOORS SHALL BE A MINIMUM THICKNESS OF .0215 (3) DOUBLE DOORS CONTAINING PANIC HARWARE SHALL HAVE A CYLINDER GUARD AND HIGH SECURITY STRIKE (TO INCHES AND RIVETED TOGETHER A MINIMUM OF EIGHTEEN (18) FULL LENGTH STEEL ASTRAGAL ATTACHED TO THE DOORSAT THEIR WITHSTAND 1600 LBS. OF PRESSURE). MILGARD MANUFACTURING SERIES 410. 910 MIKRON, 7400 INCHES ON CENTER ALONG THE OUTSIDE SEAMS THERE SHALL BE A MEETING POINT WHICH WILL CLOSE THE OPENING BETWEEN MILGARD. 5620 FULL WIDTH HORIZONTAL BEAM ATTACHED 70 MAIN DOOR STRUCTURE THEM BY NOT INTERFERE WITH THE OPERATION OF EITHER ASSA/HALT HOOKBOLT WHICH SHALL MEET THE PILOT. OR PEDESTRIAN ACCESS, DOOR DOOR. (SINGLE STOREFRONT) NORTHRUP ARCHITECT SYSTEMS 560 FRAMING WITHIN THREE (3);INCHES OF THE STRIKE AREA OF THE PILOT OR PEDESTRIAN ACCESS DOOR. (K) THE FOLLOWING "PROVISIONS FOR THE ADDRESS MARKINGS SHALL APPLY ASSA/2544 2544DL PACIFIC INDUSTRIES SERIES 200, 250 TO THE RESIDENTIAL DWELLINGS: (3) FIBEGLASS DOORS SHALL HAVE A PANEL A MINIMUM Of SIX (6) (1) ALL RESIDENTIAL STRUCTURES SHALL DISPLAY A STREET NUMBER BALDWIN 8011. 8013. 8015. 8017. 8031. PELLA WITH ADAMS RITE DEADLOCK OUNCES PER SQUARE FOOT FROM THE ODT70M OF THE DOOR TO A IN A PROMINENT POSITION SID THAT 17 SHALL BE EASILY 8033. 8035. 8037. 8041, 8043, CMS184802 HEIGHT OF SEVEN (7) FEET. PANELS ABOVE SEVEN (7) FEET AND VISIBLE FROM THE STREET. THE NUMBERS SHALL BE FOUR (4) 8045, 8047 PANELS IN RESIDENTIAL STRUCTURES HAVE A DENSITY OF NOT LESS INCHES IN HEIGHT. OF A COLOR CONTRASTING TO THE BACK- DEXTER 4203, 4209. 4303,4309 POSSI WOOD WINDOWS WSL 5068 THAN FIVE (5) OUNCES PER SQUARE FOOT. GROUND AND LOCATED SO THEY MAY BE CLEARLY SEEN AND (B) WHERE SLIDING OR ACCORDION DOORS ARE UTILIZED, THEY SMALL BE READ. IF THE STRUCTURE HAS REAR VEHICLE ACCESS. NUMBERS SHALL SE PLACED THERE AS WELL FALCON LOCK CS SERIES, D4000 SERIES. M PREMIERE 400 EQUIPPED WITH GUIDE TRACKS WHICH SHALL BE DESIGNED SO THAT THE SERIES WITH SAW RESISTANT RIEFLECTOLITE DOOR CANNOT BE REMOVED FROM THE TRACK WHEN IN THE CLOSED AND (2) AT EACH DRIVEWAY ENTRANCE TO A MULTIPLE -FAMILY DWELL- BOLT, K-900 SERIES. PRODUCTS 2585�1007-02 LOCKED POSITION. ING COMPLEX OR A PRIVATE RESIDENTIAL COMMUNITY WHICH (C) DOORS THAT EXCEED SIXTEEN (16) FEET IN WIDTH SMALL HAVE TWO HAS ACCESS FROM A PUBLIC ROADWAY, THERE SHALL BE AN IDEAL SECURITY REGENCY MARK \41 REGENCY TYPE, 700. 750 .ILLUMINATED DIAGRAMMATIC REPRESENTATION (PLOT PLAN) SYSTEMS SUPERGUARD I AND SUPERGUARD It (2) LOCK RECEIVING POINT% ONE LOCATED ON EACH SIDE OF THE DOOR. OF THE COMPLEX WHICH SHOWS THE LOCATION OF THE VIEWER 880 WITH LOCKED INDICATOR ROBERT LEE DOORS NOT EXCEEDING SIXTEEN (16) FEET SHALL HAVE ONE LOCK RECEIV- AND THE BUILDING UNITS WTHIN THE COMPLEX. K"KSET PROTEXTO LOK INDUSTRIES SLIDING DOOR 8-8-86 ING POINT PLACED ON EITHER SIDE OF THE DOOR. A SINGLE BOLT MAY BE USED IN 714E CENTER OF THE DOOR WITH THE LOCKING POW LOCATED (3) IN MULTIPLE -FAMILY DWELLING COMPLEXES, ANY BUILDING ROLL EZE U-810, U-910 EITHER IN THE FLOOR OR DOOR FRAME HEADER. HAVING A SEPERATE IDENTIFYING FACTOR OTHER THAN THE MEDECO D11, ULTRA 700 STREET NUMBER SHALLBE CLEARLY IDENTIFIED IN THE MAN- RUSCO SERIES 1220. 1720. R811 (D) ALL OVERHEAD OR SWINGING DOORS 'SHALL BE EQUIPPED V4714 SLIDESOLTS NER DESCRIBED IN SUBSECTION (K), INFRA. EACH INDIVIDUAL RUSSWIN 88D WHICH SHALL BE CAPABLE OF UTILIZING PADLOCKS WITH A MINIMUM UNIT OF RESIDENCE SHALL HAVE A UNIT IDENTIFYING NUM- RYLOCK SERIES 16 MODEL SD-6 NINE -THIRTY --SECONDS (9/32) INCH SHACKLE. BER, LETTER OR COMBINATION THEREOF DISPLAYED UPON THE SCHLAGE B-5W. USE OF SCHLAGE *BOX (1) THE ENTIRE SLIDEBOLT ASSEMBLY SHALL BE CONSTRUCTED OF CASE- DOOR. STRIKE*. APPROVED. H SERIES. SUNAIR ALUMINUM 700 SERIES HARDENED STEEL AND SHALL HAVE A FRAME MINIMUM OF .120 (4) BUILDINGS SHALL BE NUMBERED WITH THE APPROVAL OF THE WEISER D4000 SERIES, D9370. AND SUPERIOR ALUMINUM 900D, 9500 INCHES IN THICKNESS. AND A BOLT DIAMETER A MINIMUM OF ONE-HALF (1/2) INCHES INTO THE RECEIVING GUIDE. ENFORCING AUTHORITY. D9470S, CS1170 COMBO TOMRAY/TIM COBB TYCO 900-1000 5068XM TYCO 66 (5) THIS SECTION SHALL NOT PREVENT SUPPLEMENTARY NUMBER- WESLOCK 430.432 (2) SLIDE BOLT ASSEMBLIES SHALL BE ATTACHED TO THE DOOR WITH ING SUCH AS REFLECTIVE NUMBERS ON THE STEET CURBS OR DECO- VIKING INDUSTRIES SERIES 300. '7500 BOLTS WHICH ARE NONREMOVABLE FROM THE EXTERIOR. RIVETS SHALL NOT BE USED TD ATTACH SUCH ASSEMBLIES. RATIVE NUMBERING BUT THIS SHALL BE CONSIDERED SUPPLE- MENTAL ONLY AND SHALL NOT SATISFY THE REQUIREMENTS OF WINIRIELD 5000 AUTOMATIC DEADBOLT WINDOW MASTER SGD-A2 700 SERIES, 290, 490 (E) PADLOCKS USED WITH EXTERIOR MOUNTED SLIDE BOLTS SHALL HAVE THIS SECTION. YALE 2850 SWINGBOLT, HOOKBOLT DOOR VIEWER. A HARDENED STEEL SHACKLE A MINIMUM OF NINE -THIRTY-SECONDS (9/32) (6) MAPS OF THE COMPLEX SHALL BE FURNISHED TO THE POLICE INCH IN DIAMETER WITH HEEL AND TOE LOCKING AND A MINIMUM FIVE AND FIRE DEPARTMENTS UPON COMPLETION OF CONSTRUCTION, MORTISE DEADBOLTS ALL WITH ALUMINUM 180 DEGREE VIEWING ANGLE, (5) PIN TUMBLER OPERATION. THE KEY SHALL BE NONREMOVABLE MEN THE MAPS SHALL INCLUDEBUILDING IDENTIFICATION AND, ADAMS RITE MS1837 PADLOCKS: IN AN UNLOCED POSITION. UNIT IDENTIFICATION. ASSA 520 SERIES ABLOY 3041, 3D4Z 3051, 3061. 3071, 3072 (F) DOORS UTILIZING A CYLINDER LOCK SHALL HAVE A MINIMUM FIVE (L) ALL EXTERIOR DOORS SHALL BE EQUIPPED WITH A LIGHTING DEVICE WHICH SHALL PROVIDE A MINIMUM MAINTAINED ONE (1) FOOT- BALDWIN 6000 SERIES (WITH FUNCTION 21. AMERICAN LOCK 5100 & 5200. 700. MSIOODL. (5) PIN TUMBLER OPERATION WITH THE BOLT OR LOCKING BAR EXTENDING CANDLE OF LIGHT AT GROUND LEVEL DURING HOURS OF DARKNESS. 75. 77.80) MS20ODL, 500, 600 INTO THE RECEIVING GUIDE A MINIMUM OF ONE (1) INCH. LIGHTING DEVICES SMALL BE PROTECTED BY VANDAL RESISTANT COVERS. CORBIN 9500 (WITHFUNCTION 23, 43, (G) PEDESTRIAN ACCESS DOORS CONTAINED IN GARAGE TYPE DOORS SHALL (M) AISLES, PASSAGEWAYS AND RECESSES RELATED 70 AND WITHIN 49) MASTER ALL HAVING KEY RETAINING FEATURE COMPLY TO THE STANDARDS SET FORTH IN SECTION 8-211 (13) OR (E). (ORD. MULTIPLE -FAMILY DWELLING COMPLEXES SHALL BE EQUIPPED WITH NO. NS-1424, & 1.6-5-78; ORD. NO. NS-1794, & 5, 10- 14-85) LIGHTING DEVICES WHICH SHALL PROVIDE A MINIMUM MAINTAINED FALCON M2530. M2570. M2650 SLIDING GLASS WINDOWS: ONE (1) FOOTCANDLE OF LIGHT AT GROUND LEVEL DURING HOURS OF SEC. 8-209. WINDOWS AND SLIDING GLASS DOORS. DARKNESS, LIGHTING DEVICES SHALL BE PROTECTED BY VANDAL RUSSWIN 5000. 7000, T7000. 7400 (WITH TOMRAY/TM COBS TYCO 66, TYC 0 75, TYCO 80, 77 THE FOLLOWING REQUIREMENTS MUST BE MET FOR WINDOWS AND RESISTANT COVERS. FUNCTION 61. 67) & 79 SLIDING GLASS DOORS- (N) ALL PARKING L07% CARPORTS, GARAGES AND PARKING STRUCTURES SARGENT 8100 SERIES {FUNCTION 24. 25, ASTRAGALS (STEEL EXTERIOR): (A) EXCEPT AS OTHERWISE SPECIFIED IN SECTION B-210 (SPECIAL OF MULTIPLE -FAMILY DWELLING COMPLEXES SHALL BE EQUIPPED WITH LIGHTING DEVICES WHICH WILL PROVIDE A MINIMUM MAIN- 43. 45,50) COMBO ALUMINUM 1152 RESIDENTIAL BUILDING PROVISIONS) AND SECTION 8-211 (SPECIAL COMMERCIAL BUILDING PROVISION), ALL OPENABLE TAINED ONE FOOTCANDLE OF LIGHT ON THE PARKING SURFACE DUR- ING HOURS OF DARKNESS. SUBTERRANEAN PARKING SLOTS SHALL PALE 4600, 8600, 8700, (WITH PEMKO 357SC. 357SP EXTERIOR WINDOWS AND SLIDING GLASS DOORS SHALL COMPLY MAINTAIN LIGHTING TWENTY-FOUR HOURS A DAY. LIGHTING FUNC71ON 20, 27, 32, 47, 67 WITH THE TEST AS SET FORTH IN SECTION 8-212 (TESTS). DEVICES SHALL BE PROTECTED BY VANDAL RESISTANT COVERS. SCHLAGE L9453 REESE 1835, 183SS (0) LOUVERED WINDOWS SHALL NOT BE USED MEN ANY PORTION (0) ALL EXTERIOR REQUIRED LIGHTING DEVICES SHALL BE PLACED AT A ULTRA INDUSTRIES WSO54, WS176 GASKET - WS226 OF THE WINDOW IS LESS THAN TWELVE (12) FEET VERTICALLY OR HEIGHT WHICH WILL FULLY ILLUMINATE AN AVERAGE ADULT. ALL EXTERIOR CYLINDERS MUST BE PROTECTED BY SEAL SIX (6) FEET HORIZONTALLY FROM AN ACCESSIBLE SURFACE OR (P) IN MULTIPLE -FAMILY DWELLING COMPLEXES WHERE A COMMON APPROVED CYLINDER GUARDS FLUSHBOLTS* ANYADJOINING ROOF. BALCONY, LANDING, STAIR TREAD, PLATFORM OR SIMILAR STRUCTURE. (ORD. NO NS-1424. & 1. 6-5-78). LAUNDRY IS SUPPLIED. THE LAUNDRY ROOWS ACCESS DOOR SHALL BE EQUIPPED WITH A WINDOW, SELF CLOSURE DEVICE AND SELF ELECTROMAGNET LOCK APPROVED AUTOMATIC RELEASING FLUSHBOLTS FOR WOOD SEC 8-210. SPECIAL RESIDENTIAL BUILDING PROVISIONS. LOCKING DOOR LOCK WHICH CAN BE MANUALLY DISENGAGED ON AND METAL DOORS, THE FOLLOWING SPECIAL PROVISIONS SMALL APPLY TO ALL RESIDENTIAL THE INTERIOR. LIGHTING SHALL BE MAINTAINED INSIDE THE LAUN- DRY ROOM DURING HOURS OF DARKNESS. SECURITY DOOR CONTROLS SERIES 1511 DOOR CONTROLS DWELLINGS (0) WHEN ACCESS TO OR WITHIN MULTIPLE -FAMILY DWELLING COM- - MINIMUM 3 1/2 INCH STRIKEPLA7E ATTACHED WITH MINIMUM 2 INTERNATIONAL 840 SERIES. 940 SERIES (A) ALL EXTERIOR SWINGING DOORS SHALL BE OF SOLID CORE CONSTRUc- PLEX OR PRIVATE RESIDENTIAL COMMUNITY IS UNDULY DIFFICULT 1/2 INCH SCREWS MUST BE INSTALLED REGARDLESS OF THE IVES NO. 456, 556. & 559 LION WITH A MINIMUM THICKNESS OF ONE AND THREE -FOURTHS BECAUSE OF SECURED OPENINGS OR WHERE IMMEDIATE ACCESS IS SIRIKEPLATES INLCUDED WITH ANY OF THE LOCK K17S MENTIONED ABOVE (EXCEPTION: SCHLAGE "BOX STRIKE'). ARMORED STRIKEPLATM- (11 3/4) INCIiE% OR WITH PANELS NOT LESS THAN NINE -SIXTEENTHS NECESSARY FOR LIFESAVING OR FIRE FIGHTING PURPOSES. A KEY (ALUMINUM DOORS) (9/16) INCH 'THICK. OVERRIDE IS TO BE INSTALLED IN AN ACCESSIBLE LOCATION. THE " DOUBLE CYLINDER DEADBOLTS ARE NOT LEGAL IN ALL (8) ANY SWINGING DOOR LEADING FROM A GARAGE INTO A RESIDENCE KEY OVERRIDE SHALL BE MASTERED TO BOTH FIRE DEPARTMENT AND POLICE DEPARTMENT KEYS. SITUATIONS, CONTACT THE CRIME PREVENTION UNIT FOR ADAMS RITE MS4002 SHALL BE OF SOLID CORE CONSTRUCTION NTH A MINIMUM THICK- APPROPRIATE APPLICATION. (647-5093) KEEDEX WRAP AROUND STRIKEPLATE NESS Of ONE AND THREE -EIGHTHS (1 3/8) -INCHES. (R) ALL SKYLIGHTS ON THE ROOF OF MY RESIDENTIAL STRUCTURE SHALL CYLINDER GUARDS (C) THE ABOVE DESCRIBED DOORS SHALL BE EQUIPPED WITH A SINGLE BE PROVIDED WITH RATED BURGLARY RESISTANT GLAZING. GOLDENROD CYLINDER DEADBOLT HAVING A MINIMUM PROJECTION OF ONE INCH (S) PASSENGER ELEVATORS. THE INTERIORS OF WHICH ARE NOT COM- ADAMS RITE MS4043 INDUSTRIES STAINLESS STEEL DOOR GUARD AND AN EMBEDMENT OF AT LEAST YHRE-FOURTHS (3/4) INCH INTO PLETELY VISIBLE MEN CAR DOOR(S) IS OPEN. SHALL HAVE MIRRORS AW *** OTHER REQUIREMENTS IN THE ORDINANCE MAY APPLY. THOUGH NOT THE STRIKE RECEIVING THE BOLT. THE BOLT SHALL BE CONSTRUCTED SO PLACED AS TO MAKE VISIBLE THE MOLE OF THE ELEVATOR (DIVISION OF SPECIFICALLY ADDRESSED IN THIS PRODUCTS LIST. ANY QUESTIONS SO AS TO RESIST CUTTING TOOL ATTACKS. THE CYLINDER SHALL HAVE A CYLINDER GUARD. A MINIMUM OF FIVE (5) PIN TUMBLERS. AND INTERIOR 70 PROSPECTIVE PASSENGERS OUTSIDE THE ELEVATOR. VINGCARD) 9190. 9191 REGARDING THE ORDINANCE SHOULD BE DIRECTED TO THE SANTA ANA SHALL BE CONNECTED 70 THE INNER PORTION OF THE LOCK BY CON- (T) WHENEVER A MAIL SLOT IS LOCATED W17HIN FORTY (40) INCHES OF K24 POLICE DEPARTMENT CRIME PREVENTION UNIT AT 647-5093 NEC71NG SCREWS OF AT LEAST ONE-FOURTH (1/4) INCH DIAMETER. THE PRIMARY LOCKING DEVICE ON ANY EXTERIOR DOOR. 17 SHALL BE COVERED BY AN INTERIOR HOOD WHICH WILL DISCOURAGE MANIPU- KEEDEX ITEMS N07 APPEARING ON THIS LIST ARE NOT NECESSARILY PROHIBITED THE PROVISION OF THIS SUBSECTION DO NOT APPLY WHERE PANIC LATION OF THE PRIMARY LOCKING DEVICE. LORI 4000 SERIES FOR USE. REFER ALL SUCH ITEMS 10 THE SANTA ANA POLICE DEPARTMENT HARDWARE IS REQUIRED OR AN EQUIVALENT DEVICE IS APPROVED BY THE ENFORCING AUTHORITY. FURTHER. A DUAL LOCKING MECH- (U) ALL EXTERIOR BLOCK WALL FENCING OF MULTIPLE -FAMILY DWELLING MAJOR MFG. CO. MODEL 153 CRIME PREVENTION UNIT FOR EVALUATION PRIOR TO USE. ITEMS NOT SPECIFICALLY APPROVED WILL NOT BE ACCEPTED FOR FINAL INSPECTION. ANISM, CONSTRUCTED SO THAT BOTH DEADBOLT AND LATCH CAN BE COMPLEXES SHALL HAVE INTERVALS PROVIDNG VISIBILITY CORRI- DORS, WHICH WILL ALLOW VISIBILITY OF THE INTERIOR FROM OUTSIDE RUSSWIN 95 RETRACTED BY A SINGLE ACTION OF THE INSIDE DOOR KNOB OR LEVER, MAY BE UTILIZED PROVIDED IT MEETS ALL OTHER SPECIFICA- THE WALL, AND THESE VISIBILITY CORRIDORS SHALL BE PLACED AT REGULAR INTERVALS. THESE WILL BE REQUIRED ON THE SIDE FACING SCOTSMAN CYLGARD ADDITIONAL NOTES: 71ONS FOR LOCKING DEVICES THE STREET ONLY. 1. 16 FT. GARAGE DOORS TO HAVE SIDEBOLIS. EACH SIDE INSTALLED W/ NON -REMOVABLE (0) INSTALLATION AND CONSTRUCTION OF FRAMES AND JAMBS FOR EXTE- (V) PERMANENTLY AFFIXED LADDERS LEADING TO ROOFS SHALL BE FULLY SLIDING GLASS DOORS- BOLTS. RIOR SWINGING DOORS SHALL BE AS FOLLOWS. ENCLOSED WITH SHEET METAL TO A HEIGHT OF TEN (10) FEET. THIS 2. GARAGE SIDE DOORS AND GARAGE ACCESS DOOR TO BE EQUIPPED W/ -TITAN 780- COVERING SHALL BE LOCKED AGAINST THE LADDER MIN A CASE A-1 (SUPERIOR ALUMINUM) 9000, 9500 SERIES (1) DOOR AAMBS SMALL BE INSTALLED WITH SOLID BACKING IN 14ARDENED HASP, SECURED WITH NONREMOVABLE SCREWS OR BOLTS 3. ALL SLIDING GLASS DOORS AND WINDOWS TO HAVE PERMANENT ANTI -LIFT DEVICES SUCH A MANNER THAT NO VOIDS EXIST BETWEEN THE STRIKE AND A PADLOCK WITH A MINIMUM THREE -EIGHTHS (3/8) IN04 ABC PRODUCTS SERIES 350 & 9000 AND SIDEBOLlS INSTALLED. SIDE OF THE JAMS AND THE FRAME OPENING FOR A VERTICAL DISTANCE OF SIX (6) INCHES EACH SIDE OF THE STRIKE. FINGER HARDENED STEEL SHACKLE, LOCKING AT BOTH HEEL AND TOE. AND A MINIMUM FIVE (5) PIN TUMBLER OPERATION WITH NONREMOVABLE ACI SERIES 3000 4. ALL SASH WINDOWS TO HAVE AUXILIARY LOCKING DEVICES INSTALLED. JOINTS ARE PROHIBITED WITHIN TWELVE (12) INCHES VERTI- KEY WHEN IN AN UNLOCKED POSITION. HINGES ON THE COVER WILL ACORN SERIES 400. IM 2000. 2300 5. *TOMRAY. INC" WINDOW MODELS TO BE APPROVED PRIOR TO INSTALLATION. CALLY OF ANY LOCKING DEVICE. BE PROVIDED WITH NONREMOVABLE PINS MEN USING PIN TYPE HINGES. (ORD. NO. NS-1424, & 1, 6-5-78; ORD. NO, NS-1436, ADOR HIL17E R-8DO, 1200 (2) IN WOOD FRAMING, HORIZONTAL BLOCKING SHALL BE PLACED 2, 8-21-78, ORD. NO. NS-1794, & 6. 10-14-85) BETWEEN STUDS AT DOOR LOCK HEIGHT FOR THREE (3) STUD ALENCID SERIES 1710 SPACES EACH SIDE OF THE DOOR OPENINGS, TRIMMERS SHALL BE FULL LENGTH FROM THE HEADSTO THE FLOOR WITH SOLID ALWINDOOR MARK VII BACKING AGAINST SOLE PLATES. BASCO PRODUCTS SERIES 6138 (E) THE INACTIVELEAF OF DOUBLE DOORS SHALL BE EQUIPPED WITH METAL fLUSHBOLT(S) HAVING A MINIMUM EMBEDMENT OF FIVE- BELKNAP INDUSTRIES SERIES 3000 EIGHTHS (5/8),INCH INTO THE HEAD AND THRESHOLD OF THE DOOR FRAME. BETTER SILT ALUM 465.470 (F) GLAZING IN EXTERIOR DOORS OR WITHIN FORTY (40) INCHES OF A BLOMBERG HP 680 DOOR LOCKING MECHANISM SHALL BE FULLY TEMPERED GLASS OR RATED BURGLARY RESISTANCE GLAZING. BUILDERS FINISHED PRODUCT WOODEN SLIDING GLASS DOOR (G) HINGES FOR OU7SWINGING EXTERIOR DOORS SHALL BE EQUIPPED WITH NONREMOVABLE HINGE PINS OR A MECHANICAL INTERLOCK TO CALIFORNIA PRECLUDE REMOVAL OF THE DOOR FROM THE EXTERIOR BY REMOV MILLWORKS FRENCH SLIDING GLASS DOOR ING THE HINGE PINS. THIS REQUIREMENT SHALL ALSO APPLY TO EXTERIOR HINGES ON CENTURY 41-D1 I ANY SWINGING DOOR WHICH LEADS FROM A GARAGE INTO A RESIDENCE. (fl) STRIKEPILATES SHALL BE CONSTRUCTED OF A MINIMUM SIXTEEN (16) ELCO SERIES 150 U.S. GAUGE STEIEL, BRONZE OR BRASS A MINIMUM OF THREE AND ONE-HALF (3 1/2) INCHES IN LENGTH AND SECURED TO THE JAMB WITH FLEETWOOD 125 SIERRA. IOW FLEETWOOD 800 SPARTAN, 900 TITAN, 3000 SCREWS A MINIMUM OF TWO AND ONE-HLAF (2 1/2) INCHES IN LENGTH. NORWOOD Esso (1) ALL FRONT EXTERIOR DOORS SHALL BE EQUIPPED WITH A WIDE ONE EXCEPT GUARANTEED PRODUCTS 875,900 ANGLE HUNDRED EIGHTY (180) DEGREE DOOR VIEWER, 6 WHERE CLEAR VISION PANELS ARE INSTALLED. HILTON 85/851 (J) WHEN PANIC HARDWARE IS REQUIRED BY THE UNIFORM BUILDING CODE OR TITLE 24 CALIFORNIA ADMINISTRATIVE CODE, 17 SHALL HORTON 2010 SERIES BE EQUIPPED AND INSTALLED AS FOLLOWS ICA SERIES 700 (1) PANIC HARDWARE SHALL CONTAIN A MINIMUM OF TWO (2) 49 LOCKING JOINTS ON EACH DOOR, ONE LOCATED AT THE HEADER, INTERNATIONAL ALUMINUM901. 925. 926, 930. 935. 950 lv%_ 0 THE OTHER AT THE THRESHOLD OF THE DOOR, OR OF C KELLER SERIES 61-MUST BE ADJUSTED FOR AND LIFT LIKIT LIKIT DOOR 110- 0"1 AWN* %Mae -------------- u 4' z C) LLJ Q z ui cl 0 0 co) tij < r- z < < < < Cy 0 z U tL - a.W z uu In W <0 0 w co az =)i w . 0 w a C-4 z CL W 0 (o V) csa 6 cn :z Lu Lu tot C:) I= z V) I- LLI Vl REVISION DATE ALL MWICS, DES(M& SPEOFnTIMS REPRESMD HM14 ARE TILE ON1101 AND IMBUM MPEMY OF Cw- 1>� t- AND SIIkL NOT BE REPROMM. DMOSED OR USED BY OTHERSVIT10a PRIOR VRWN CONSENT OF ' 'c4lv_ 14-m vl- _=w c_ VIE" INS DOMIRS ZONSWLOES ACCEPTANCE OF THESE CONWK)NS. ALL RIGW RESEM& ?,ro v- S /o 5. 2002 I 'IL;E LE U �u 10 Sc ct. ICATED MA JY PN-1 PLAN NO. : 1 & 2 Certificate of Compliance: Residential Y Part 1 of 2 CF-1 R Certificate of Compliance: Residential Part 2 of 2 CF-1 R Two Story Single Family Residence 17 2/25/2003 Two Story Single Family Residence 2/25/2003 ' Project Title Daps Project Title Date f 330 S. Euclid Strut Santa Ana Project Address Suiiding Permit # HVAC SYSTEMS Not*: Input Hydronk or Combined Hydronic data under Water Heating Systems, except Design Heating Load, Distribution ' ABSTRACT CONSULTING Documert3ation Author (714) 639-7440 plan Check J Date i Heating Equipment Minimum Type and Type heat Duct or - Telephone (fumace, Efficiency Location Piping Thermostat Location Computer Performance 8 Field Check ( Date pump, etc.} (AFUE/HSPF) ducts, attic, etc.) R-Value Type Comments Compliance Method (Package or Computer} , Climate Zone Enforcement Agency Use Only Central Fr,macr> 9496 AFUE Ducts in Attic _ 4.2 Setback Res HVAC i GENERAL INFORMATION 1 Total Conditioned Floor Area: i f Average Ceiling Height: 8.6 It f Total Conditioned Stab Area: 2.10Q ft Building Type: (check one or more) Cooling Equipment Minimum Duct Single Family Detached Addition ' Type (air conditioner, Efficiency Location heat pump, evap: cooling) (SEER) (attic, etc.) Duct R-Value Thermostat Location / Type Comments F1 Single Family Attached " ❑ "Existing Building Split Air Conditioner 14.5 SEER Oxcti)ttAttic 42 Setback�, Roc HVAr^ ❑ Multi -Family ❑, Existing Plus Addition _ Front Orientation: (East)90 deg Floor Construction Type: ® Slab Floor Number of Dwelling units: 1.00 Number of Stories:2 Q Raised Floor WATER HEATING SYSTEMS t Rated 1 Tank Energy Facts 1 External Water Heater Water Heater Distribution # in input Cap. or Recovery Standby Tank Insul. BUILDING SHELL INSULATION _ COnst. Component Frame Assembly Location/Comments T T e U-Value (attic, garage, typical, etc.) DetaukRoof 1978 to Present Wood . 0:047 Exterior Roof R-19 Wail (W.19.2x(5.16) Wood 0,065 Exterior Wail Sffdkv Door Metal 1,176 Exterior Door Solid door wood 0.353 Exterior Door Slab On Grade n/a 0.756 Covered Slab w/R-0,0 Perimeter insulation R-30 Roo€(R.30,202,16) Wood 0.035 Exterior Roof FENESTRATION Shadin Devices Type Orientation Area S -Factor Fenestration SHGC Exterior Shadin overhang Side Fins Yes / No Yes / No 777 0A0 0.65 erg Screen ❑© ❑0 Frond (East) 50.0 0A7 .�, M59 Bug Screen ❑ � Q x[I Let (So&1 484 0.60 0.65 Bug Screen 0 ,X[ Q ❑ Q Rear (VitestZ 67.0 0.57 0.67 Bug Screen ❑ Q f XX Rear (West) 64.0 0.87 0 59 Bug Screen ❑ K1 ❑ 0 Right (North) 48A 0.60 0.65 _ Bug SGreen ❑ FAI Q [1 Front (East) 28,0 0.57 0.67 Bug screen ❑ X1 Q X[ J- Front- (East) 15.0 1.19 0.68 Bug Screen Q Q ❑ f-X From (East) 16.7 0.72 0.60 Bug Screen ❑ 'X❑ 0 Q Left (South) 44.0 0.57 0.67 Bug screen ❑ Q ❑ Q Realm M- estj� 42,0 0.72 0-60 Bua Screen ❑ X1� ❑ Q Right (Nigrth} 24.0 0.87 0.59 Bug Screen ❑ L^_.i ❑ MR LEggsweLo 3.1 soft user Number 581Q Job Number 1Q2t02 :3 System Name Type Type Syst. Btu/hr (gal) Efficiency Loss {°o) R Value SlandardGas SQgal or Less S al -act Standard 1_ _ 4f).f)fJ0 __ 5Q 053 nJa � 1 For small gas storage (rated inputs of less than or equal to 76,000 8tu/hr), electric resistance and heat pump water heaters, list energy factor. For large gas storage water heaters (rased input of greater than 75,OW 8100, list Rated Input, Recovery Efficiency and Standby Loss, For instantaneous gas water heaters, lbt Rated input and Recovery Etfidency REMARKS COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title 24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. The undersigned recognize that compliance using duct sealing and TXV"s requires installer testing and certification and field verification by an approved HERS rater:; Designer or Owner (per Business & Professions Code) Documentation Author Name: Name. George Bach Titte/Finn: Abstract Consulting Group Titte/Firm: ABSTRACT CONSULTING Address: 5646 E. San Juan Drive Address: 5645 E. SAN JUAN DRIVE Orange: CA 92869 ORANGE, CA 92869 TelephOne: 714.639-7440- Telephone: (714) 639-?a4tt Lic. # t S (signature) (date) (signature) (date) Enforcement Agency Name: Title/Firm: Address` Telephone: of 14 Pro 3.t Sy Energysott user Number: 5610 Job Number: 102102 Paige:4 of l4 Mandatory Measures Checklist: Residential (Page 1 of 2) MF-1 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 shall use considered by all parties as minimum component performance specifications for the mandatory measures ._ ..a..... t .ti..,.a.:.. Mrs r#nn,ntntNa K nrf thi8 checklist nniV. DESCRIPTION instructions: Check or initial applicable boxes or enter WA it not applicable DESIGNER ENFORCEMENT Building Envelope Measures Q '"S I50(a): Minimum R-l9 ceiling insulation, ` (vi § 150(b): Loose fill insulation manufacturers labeled R-Value. ILSJ i 1150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U-value in metat *arise wails (does not apply to exterior mass walls). "§i50(d): Minimum R-13 raised floor insulation in framed floors or equivalent. I § 150(t): Stab edge insulation - water absorption rate no greater than 0.3%, water vapor transmission rate no greater than 2.0 punch. §118: insulation specified or installed meets insulation quality standards. indicate type and form. § 1 ie-17: Fenestration Products. Exterior Doors and Infiltration/Exfiltration Controls 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage, 2. Fenestration products (except field fabricated) have label with certified U•Factor, certified Solar Heat Gain Coefficient (SHGC), and Infiltration certification. 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and seated. JFUl AI §150(g): Vapor barriers mandatory in Climate Zones 14 and to only. ® § t 50(tj: Special infiltration barrier installed to comply with Section 15i meets Commission quality standards ® § 150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs. 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door 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 Measure IYI I/! I Silo -IT HVAC equipment. water heaters, showefieads and faucets certified by the Commission. § 150(hy Heating and/or holing bads calculated in accordance with ASHRAE, SMACNA or ACCA. tAl § 150(ty Setback thermostat on all applicable treating and/or cooping systems. FU1 I1600): Pipe and Tank insulation i. Storage gas water heaters rated with an Energy Factor tess 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 systerm unfired storage tanks, or other indirect trot water tanks have R-12 external Insulation or R-16 combined intemallextemai insulation: 4. All buried or exposed piping insulated In recirculating sections of hot water systems. S. Cooling system piping below 55 degrees F. insulated 8. Piping insulating between heating source and indirect hot water tank.. EnergyPro 3.1 By EnergySoft User Number: 56i0 Job Number:102102 a of 14 MandatoryMeasures Checklist: Residential (Page 2 of 2) MF-1 R NOTE: Lowriss 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 r Water Heating and Plumbing System Measures: continued Space Conditioning, 9 9 Y () X ; 1150(m): Ductsand Fans 1. All ducts and plenums installed, seated and Insulated to meet the requirements of the 1998 CMC Sections Sol. 603. 604 and Standard.8-3; ducts insulated to a minimum installed level of R 4.2 or enclosed entirety in i conditioned space. Openings shah be seated with mastic, tape, aerosol sealant, or other duct -closure system i that meets the applicable requirements of UL181, UL181A, or UL1818, if mastic or tape is used to seat openings greater than 114 inch, the combination of mastic and either mesh or tape shall be used. Building cavities shalt not i be used for conveying conditioned air. Joints and seams of duct systems and their components shall not be i seated 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 sealed 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 mmnres d in cause reductions in the cross -sectional area of the ducts. 3. Joints and seams of duct systems and their components shalt not be seated 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 eitherautomatic or readily accessible, manually operated dampers. t 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. 1 X114- Pool and Spa Heating Systems and Equipment ! 1. Certified with 78% thermal of ioncy, on -off switch, weatherproof operating instructions, no electric rosfstarxx heating, and no pilot. 4 2. system is installed with at least 3W of pipe between filter and heater for future solar, coverfor outdoor pods or i spas. a. At toast 36" of pipe between filter and heater for future solar heating, ' ! b. Cover for outdoor pool* or outdoor spas. 3. Pod system has directions! Inlets and a circulation pump time swish, x ._------- - -- § 115: Gas fired control furnaces, pod heaters, spa heaters or household cooking appliances have no continuously burring pilot tight (Exception: Non-electrIcai cooking appliances with pilot < 15o Btu/hr) §t18 (�: Cool Root material meet specified criteria Lighting Measures { S i Wk)1: Luminaires for general lighting in kitchens she/ have lamps with an efficacy 40 tumens/watt or greater for i gaterai lightIN if kitchens, This general righting shall be controlled by a switch on a readily accessible fighting control panty at an entrance to the kitchen. I l Wk)2: Rooms with a shower or bathtub must have either at least one luminaire with lamps with an efficacy of 40 tuniensman or greater switched at the entrance to the room or one of the alternative to this requirement scoured in Section f Wk)Z. and recessed ceiling fixtures are IC (insulation cover) approved. i l 3,1 By EnergySoft User Number: 5810 Job Number. 102102 Page:? of 14 y Cam uter Method Summa Part 1 of 3 C-2R. Corn uter Method. Summa Part 2 of 3 C-2R Computer Method Surnma Part o 3 C-2R idence 21?5t2003 Two Sto Sin le Family Residence 2/25/2003 Two StorySingle FamilyResidence 2i2512003_ t-l?trojaict r PnajectTmer -_. _.._ ..__._ _- Date _. Projectntier Date -Ranta Ana Building Permits FENESTRATION SURFACES THERMAL MASS FOR HIGH MASS DESIGN _ Project address: 9 + LL Act. Glazing Type Location/ RRST�ST;^nhtci It TINC (714) 639-7440 1 Type Areas Factor SHGC Azm. Tilt Comments Area Thick Heat tnsdde< Location Plan ChecklDate Documentation Author Telephone Type, (St} (in.}. Capp Cord: Form 3 Reference R--Val: Comments 1 \Vwdaw Erin t>laat? _ 24 f7t _..Q SiYfl 085 _ _ 9t2 Qaubia I�nnMtE cleat Default_ _ _t;d Floor Zone, ComttecearfQtnlal c Field CheckfDate E 2 1Mndow Front (East) 24.0: _ 9.870 0.59 90 90 Doubts Mti Tinted Default 1st Floor Zone --- Compliance Method (Package or Com ute Climate Zone Standard Proposed Compliance : 3 Windovtt Left €South) 48,0 O.fiOQ 0.65 IN _ 0, Doubil NonMMtl Clear Default 1st Floor Zone Source Energy Use P p 4 Window Rear (west 42 Q -070 0.67 270 90 Double NonMtd Clear Default 1st Floor Zone 4 (ki3ttllsf yr) Design, Design Margin > -5- Window React° (West) 16.0 0.870 d.59' -_?7Q . � Double Mtl Tinted Default tst Floor Zane k space Heating 7.6D` 5.09 2,51 � _ 16.0 _ 0.59 270 1stF1Q4[Qns€ Space Goading 4:79 7.26 -2.47 L wndow Rear- _twestx 4.0 _0 _ _ 152 - 2z DQubie Mil limed Default t Fa.- loor zone 8 Window Rlghfi (North) 24A 0.640 0.65 0 90 Double NonMtt Clear Defautt 1st Floor Zone PERIMETER LOSSES Domestic Hot Water 11.f i3 10.93 0.10 Window Front __ _ 21#.Q-4.5ZQ. .�_ 0 67 _.� 9#L ; [2ouhie NonMti CieaL0A&ult _� 2nd Floor Zorla FZ Insulation Totals 23,42 23.28 0,14 Front tEast� _ 15.0 _1,m __ 068 _ � _.__6Q Zone Type Length Factor R-Vat. Depth Location / Comments �+ h �a it VYuido _f ft 2Q Q __9�ZSL __ 0 -_ __ ` !Q Ctttttbte t+±tl} Titttesl eiatliL ._ Fi�[ZQtle -Slab-ftrime#o� _209 ZS �.0 __4 1stF►oor Zoos B U I V C) M P L I E+7 1r Window Front tEastk 6,Q _;Q$2Q _ -5r - 90 _ 0 Oo lgt* M(i Tinted Default 2nd Floor Zane # GENERAL INFORMATION- FO Slab Floor _1S Window _ F�o� __26.Z -Q.= 0-sit _.go __.9St Drn,�Mtf TdntedDefauit 2nd Floorzgne 14 Window Leit (S,e4t,(vit) -,: 44& -?�8Z4. 0.67 180 990 Doubts NonMtI Clear Default 2nd.Fioor Zone Conditioned Floor Area: 2,563 Floor Construction Type* Raised Floor 15 Window React (West) 25.0 0.570 0.67` 270 90 Double NonMtl Clear De fau end Floor Zane i-� �_ Yp i8 Window R,,,, oaf +V� _, 4230 --QM 0.60 270 T�Q Da4b* Mft m g4 efautt 2nd Floor Zono - Building Type: Single Form Detached o n window Rear (west) 24.0 0.870 0.59 270 90 Double Mil Tinted Default 2nd Floor Zone 3 Building Front Orientation: (East) 90 deg Total Fenestration Area: 18.2 /o window Rear (west) 4.0 0.870 0.59 270 90 Double Mtl Tinted Default 2nd Floor Zone HVAC SYSTEMS Number of Dwelling Units: 1.00 Total Conditioned volume: 22,292 24.0 .06(xl GAS _ _ tit � i2oubi*NQnMUk Clear.Defauit._._ ? Floor zone Numberbf Stories' 2 Slab Floor Area: 2,10Q 20 Window R h7g ( .,(North) 24.0 0.870 0.59 0 90 Double MtlTinted Default end Floor Zone Heating Equipment Minimum Distribution Type Type( mace, heat Efficien and Location Dud Thermostat Location / i pump, etc.) (AFUEIHS�F)(ductstat ic, etc.) R Value Type Comments r BUILDING ZONE INFORMATION # of Thermostat Vent - --- C�entrat Fumes 94°�.AEUF- �. - _.4.2-_-�Setbadc__� Bes HVAC Zone Name Floor Area Volume Units Zone Type Type Hgt. Area - -- i HY 5fL4 _22 292 �0_ _ConditforiScL _- S�thack__. �.__8 nta Res AS:..__._,._..___..,__: ,_._.___-..._,--Z.-� Hydronic Piping Pipe Pipe Insul. Solar System Name Length Diameter Thick. INTERIOR AND EXTERIOR SHADING Window Overhang Left Fin Right Fin OPAQUE SURFACES AC Gains q Type Area. U-Fact. Azm: Tilt Y / N _ Form 3 Reference Location / Comments # Exterior Shade Type SHGC Wd. Lent, Hgt LEA. RF.xt. Dist Len. HgL Dist. ten. Hgt v i Rod 176 0.04Z 270 _ _ 22 Defautt RoolEl9.Z.8_to P_rasent �siFlaer Zr�n 1 Bull Screen 0.7f3 aa2 o_as5 sg sit 8 t9Wall ctnt.lg,�6)�___._�_ 1gtFloor Trine_..__-_....__ 2 Bua Screen 0.76 Cooling Equipment Minimum Duct _.35i. �.176 �� v 9l1 a �aliding lac 1st Finnr 7nnw 3 0- Bug _ ___ 0:76 Type (air conditioner, Efficiency Location Duct Thermostat Location / Was 33g 0,(� �80 __ 901 g_1a watt �s.2x�1s3 Rct Floor 7nne 4 Bug Screen 0 76 heat pump, evap. cooling) (SEER) (attic, etc,) R-Value Type Comments. 1 19,2x6. 6 _tstFloor 7nne 5 Bug Screen i).76 6 Bull Screen 0.76 SplitAiLConditioner _ 14.5St SEER Qst in Attic _..4.2___ Waft 404 _ O.itkii9 ._..2Ztt .�. R�2#6tati_�L 1_)- -_ - _ Door a2 1.176 -2Zt1 go _Siirtin9 Cinrat Ist FiQotZonB -- _ 1i3taiL_ 3213 0,065 a _.__go 1 P,19 Waff (W-19.2x6.16) IstFloor 7nne 7 Bug Screen � 8- t _ _-..._..1.8 - .Q 3;i3 __ l2 __ _ 2Q t .SOW frith 1sLEloor Zone_ 8 Bug Screen 0,76 -- 9 Bua screen 0.76 __ �_._._. _--_.__ _ _ Roof- - _----1.8f16t .. _l} 035 ._�0. __ _ _!1 R-3 2nd Floor Zone _ _ _ _--_-- Wa - _ __ .362 _0 065 __ 90 s0 R,19 Wait ON-1 s 2xfz<1AI 2nd.Elnor one 10 Bua Screen 0.76 _ __ <- �i 11 Bug Screen 0.?6OSStO Door_ ___.� � Q 353 _- _ 90 _ _ g0 � Scllid door 2nd Etnor one 12 Bug Screen 0.76 2nd Floor lone �,_-____ ; WATER HEATING SYSTEMS Rated( Tank Energy 1Tank -0-06 --1tt0 ----00 w - i3 era screen 0.76 Water Heater Water Heater Distribution # in Input Ca or Recover Standb 1 R Value ul. ltl e& 332 0.065i..._.._22Q _ .3t1 � g 19 Wail Li+y 19 2x6.16) ZndFI _ __�___ _____ _ 14 BudScreen 0.76 tom_ 35 ---IA _ .__ 2ZD. ____9Q .Siidin ZndEtnncznne 15 ¢ug_Screen 0.76 __ _ System Name T e T e_ _____-__ p Y ° g Ong YP YP st. Btu,fir at Efficienc Loss a wad 250, _ Of)6'S . ___4 _ _9Q t� .8:16Y1tail (1t1t,192x616)..__. 2nrLEfonrJ�ne- 16 Bu Screen ` _._.. _ 0.?6 �'Y____(_,___ � �.__.__.(g_..,�____.....�___----••••,.-��,• Ext. A` - _ �- 0 gat Standard Gas 5 or Less --- 17 Bua Screen 0.76 _ _ - _ w. _. i ---- g i 18 Bua Screen 0.78 - l _ . _� _ __�_. __ _ __ ____ ___ �± 19 scteetr __ _ -_ __-, _ 0.76 - _ _ _ ._.- _ . _.- 4 2 1 t LtV" O 20 B. utlScresn _0.76 - 1 For small gas storage (rated input a= 75000 Btuthr), electric resistance and heat pump water heaters, list energy factor. OF A r For large gas storage water heaters (rated input > 75000 Btuihr), list Rated Input, Recovery Efficiency and Standby Loss. - For instantaneous gas water heaters, list Rated Input, and Recovery Efficiency, REMARKS 1 Run InitsatiatLlTme�Q2l25CQ3.a :13.39 Rust C tie:_10462i4tL1.9_ �- --_-.- -__ _ _ �� _ Run Initiation Time .._d?J25/031,5:13 39T..._. ...Run,Code,_.1046214919 Run initiation Time 02(251031513 39 Run Code 10462148 9 -- _; 102 Pa *:$ of 94 En*rgyPro 31 8y EnergySoft User Number 5810 Job Number t02102 Paga:9 of 14 EnergyPro 3,1 By En _ Soft User Number Seto _._..._.... Job Number. 102102 At - EnergyPro 3,1 By EnergySoft User Number: 5610 Job Number: 102 g er93 -- - _ Page:10 of t4Fi t REMSiON DATE 6.3 . Z Q l•�- iZ LIJ 0 < Z C' �L J W (n 11..1r �J DRAWN aY:Y MAN CHECKS U BY: GEOR(: E BA4CH DATE: FEBRUARY 24, 2003 PER PLAN JOB No: SHEET T-1 PLAN NO. 2R