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HomeMy WebLinkAbout10148546.pdfELECTRICAL DOORS 4 ALL. WORK SHALL. BE IN FuLL ACCC DANCE WITH 41-L ALL OLA55 4 GLAMNv TO CONFORM TO UBG CHAPTER CODES, RULES AND FF60LATION5 OF C- OVERNiNG 24 4 26. AGENCIES AND SHALL COMPLY NITH THE � ALL SLIDING GLASS DOORS SHALL CONFORM 70 UBG SERVING- REQUIREMENTS OF THE PO IER ,AND SEC, 2406.4(2). TELEPHONE COMPANIES, 1 THE CONTRACTOR SHALL VERIFY AVAILABILITY" OF I PROVIDE TEMPERED C5LA55 IN THE FOLLONIN6 SERVICES AND DETERMINE ACTUAL_ DETAIL 5 3 HAZARDOUS LOCATIONS PER UBG SEC. 2406,4, PERTAINING TO EXACT LOCATIONS AND REOUiREMENT5, GLAZINCy IN INGRESS AND E6RE55 DOORS EXCEPT CONTRACTOR SHALL. NOTIFY POWER AND TELEPHONE JALOUSIES, 5ERVINe UTILITY COMPANIES OF THE ESTIMATED DATE WHEN SERVICE SHALL BE DESIRED. 6LAZIN& IN FIXED AND SLIDING PANELS OF SLIDING THE ELECTRICAL CONTRACTOR SHALL. PROVIDE DOOR ASSEMBLIES AND PANELS IN 5WINOIN& DOORS M G- E , 1 SINGLE LINE DIAGRAM, PANEL � ,H__>i�LES AND LOAD OTHER THAN WARDROBE DOORS. CALCULATIONS FOR ELECTRICAL SYSTEM. � � GLAZINCa IN STORM DOORS PROVIDE 6.F.61 AT EXTERIOR OUTLETS LOCATED IN GLAZIN(-i IN ALL UNFRAMED 5WIN6W6 DOORS BATH5 AND AS NOTED ELSEWHERE IN KITCHEN, GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, UTL_ET5 IN WALLS ca KITCHEN COUNTERS SHALL BE NI4IRLPOOL5, 5AUNA5, STEAM ROOMS, BATHTU35 AND INSTALLED 50 THAT NO POINT ALONG THE WALL LINE e< 5HOWER5, &LAZING IN ANY PORTION OF WALL IS MOR THAN 24' FROM A REGEPTAGLE MEASURED ENGLOSiN6 THESE COMPARTMENTS WHERE THE HORIZONTALLY FORM ONE OUTLET TO ANOTHER. r BOTTOM EXPOSED DGE OF THE GLAZING IS LESS SLAND 4 PENINSULAR COUNTER TOPS REQUIRE T THAN 60" ABOVE A STANDING SURFACE AND DRAIN LEAST ONE REGEPTAGLE FOR EACH FOUR FEET O OP INLET, COUNTER TOP WHERE THE COUNTER TOP 15 12" WIDE, ELEGTRIGAL OUTLETS IN HABITABLE ROOMS 5HALL BE 6LAZIN6 IN FIXED OR OPERABLE PANELS ADJACENT SPACED 50 THAT NO POINT ALONG THE WALL IS MORE / TO A DOOR WHERE THE NEAREST EXP05ED EDGE OF THAN SIX FEET HORIZONTALLY FROM AN OUTLET IN THE GLAZIN6 15 WITHIN A 24" ARG OF EITHER VERTICAL THAT WALL, IN6LUDIN6 ANY WALL OF TWO FEET OR MORE. ED6E OF THE DOOR IN A GLO5ED P051TION AND MAJOR OPENING. WHERE THE BOTTOM VERTICAL EDGE OF THE GLAZING IS LESS THAN (20" ABOVE THE WALKING SURFACE, RECEPTACLES IN KITCHEN AND BATHROOMS 5HALL BE INSTALLED ABOVE WORKTOP, EXCEPT TH05E 6LAZIN6 IN AN INDIVIDUAL FIXED OR OPERABLE REQUIRED AT 5PEGIFiG LOCATIONS FOR APPLIANCE5.' PANEL THAT MEETS ALL OF THE FOLLOWING ti GONDITION5: RECEPTAGLES OTHER THAN NOTED ABOVE SHALT. BE INSTALLED VERTICALLY AT 12" ABOVE FLOOR, UNLE55 EXPOSED AREA OF AN INDIVIDUAL PANE GALLED OUT OTHERWISE ON THE PLANS GREATER THAN 9 50. FT.. WALL 5WITGHES TO BE 42" ABOVE THE FLOOR. EXPOSED BOTTOM EDGE LE55 THAN Ib" ABOVE THE FLOOR. ALL RECEPTACLES SHALL BE GROUNDED TYPE, EXPOSED TOP EDGE GREATER THAN 36" INSTALL EXTERIOR LIGHT FIXTURES AT 84" ABOVE ABOVE THE FLOOR. FINISHED FLOOR. (AT SIDES AND REAR) OR ABOVE HEADER, INSTALL DECORATIVE LIGHTS AT 1b' ABOVE ONE OR MORE WALKING SURFACES WITHIN 36" FINISHED FLOOR PT ENTRY DOOR5 AND OTHER FRONT HORIZONTALLY OF THE 6,LAZIN6. ELEVATION LOCATIONS. 6LAZIN6 IN RAILINGS RE6ARDLE55 OF HEIGHT ABOVE WALL SWITCHES CONNECTED TO DUPLEX OUTLETS WALKING SURFACE. ' SHALL OPERATE TOP REGEPTAGLE ONLY ON EACH SAFETY GLAZING 15 REOUiRED AT WARDROBE DOOR. OUTLET, w/ MIRRORS. UBG. SEC. 2406.5 OUTLET FOR MIGROWAVE OVEN TO BE ON SEPARATE ALL ESCAPE OR RE56UE WINDOW5 FROM 5LEEPIN6 CIRCUIT. ROOMS BELOW FOURTH FLOOR SHALL HAVE A ALL EQUIPMENT INSTALLED OUTDOORS AND EXPOSED MINIMUM NET CLEAR OPERABLE AREA OF 5.1 50, FEET TO WEATHER SHALL BE WEATHER PROOF, MN, NET CLEAR HEIGHT DIMENSION SHALL BE 24 INGHE5. WINDOWS PROVIDED AS A MEANS OF ESCAPE OR RE5GUE SHALL HAVE A F!NI5HED SILL IRLUY51N6 AND MECHANZAL HE16HT NOT MORE THAN 44 INCHES ABOVE THE -- FLOOR. WINDOW MANUFACTURERS AND WINDOW ALL WORK SHALL BE IN FULL ACCORDANGE WITH ALL INSTALLERS SHALL VERITY THAT THESE REQUIREMENT5 CODES, RULES AND RE6ULATION5 OF GOVERNING ARE MET. UBG 5EG. 310.4. a AGENCIES. WATER LINES UNDER 5LAE35 SHALL BE TYPE 'L' COPPER, ABOVE SLABS SHALL BE TYPE 'M.'. WATER CLOSETS SHALL HAVE MIN, 50" SIDE 4 24" FRONT GLEARANCE. SILL BOLTING LOW FLOW TOILET (Lb GAL./FLUSH), 51 0HER HEAD (2,5 6PM) 4 FAUCET (2.2 GPM) SHALL BE INSTALLED. A, INTERIOR NONBEARIN6 WALLS, "RAM5ET" 1/4" DIA, SHOT PINS I,C.B.O. # 163G OR APPROVED EQUAL w/ DWELLING SHALL PROVIDE MINIMUM HEATING FACILITIES MIN. EMBED. INTO GONG. 36" O.G. MAX. w/ CAPABLE OF MAINTAINING A ROOM TEMPERATURE MIN. A" MIN. ti q" MAX. FROM ENDS OF PLATE. OF -70' F AT A POINTE OF 3 FEET ABOVE THE FLOOR SEE FOUNDATION PLAN FOR LOCATIONS, IN ALL HABITABLE ROOMS INTERIOR BEARING WALLS: "RAMSE;/4" DIA, FAU COMPARTMENTS SHALL BE 12" WIDER THAN THE SHOT PINS f,G.3.0, # 16311 OR APPROVED EQUAL w/ FAU WITH MINIMUM 3" GLEARANGE AT 51DE5, BACK MIN. 1-1/2" EMBED. INTO GONG. ® 24" O.G. MAX. w/ Y AN TOP AND 6" IN FRONT. GIRGULATIN6 AIR SUPPLY D O O 5" MIN. 4 4" MAX. FROM ENDS OF PLATE. OPENINGS AND DUCT5 SHALL BE MINIMUM 200 SOUARE SEE FOUNDATION PLAN FOR LOCATIONS, INCHES OR MINIMUM 2 5QUARE INCHES PER 1000 BTUH C. EXTERIOR WALLS: 5/8" DIA. ANCHOR BOLTS w/ MIN. WITH HALF IN THE UPPER 12" OF THE COMPARTMENT AND 7^ EMBED. INTO FOOTING ®6'-C" O.G., MAXIMUM HALF NOT MORE THAN THE 12" ABOVE THE BASE OF EXCEPT AS NOTED ON FOUNDATION PLAN, MAX. 12" THE FAU. SEPARATE DUGT5 TO OUTSIDE AIR OR FROM CORNERS AND DOOR5, SEE FOUNDATION VENTILATED ATTIC AND LOWER COMBUSTION AIR PLAN FOR SPACING SHEAR WALLS. SUPPLY. VENT EXHAUST THROUGH ROOF, L16HTWEI&HT CONCRETE SHALL COMPLY WITH PROVIDE APRESSURE-TEMPERATURE RELIEF VALVE GONDITION OF I,C.B.O. RESEARCH REPORT #1381 OR FOR WATER HEATERS WITH A GRAVITY DRAIN TO THE _, #2g40 OR OTHER I.G.B.O. APPROVAL. OUTSIDE TERMINATING 6" ABOVE GRADE POINTING DOWN. PROVIDE COMBUSTION AIR TO WATER HEATER ELECTRICAL GROUND: EXTEND ONE REINFORCING BAR COMPARTMENTS IN ACCORDANCE WITH THE P i " ABOVE GJNGRETE AT ELECTRICAL PANEL J 8 REQUIREMENT5 FOR FAU'S, EXCEPT MINIMUM OF ONE LOCATION, MIN, LENGTH 20 FT. (UFER GROUND PER ` SQUARE INCH PER 1000 BTUH AND 100 SQUARE INCH, N.E.G, ARTICLE 250-bl(C) 4 250-14). VENT EXHAUST THROUGH ROOF. FAU5 OR W.H'5 INSTALLED IN 6ARA-6ES SHALL BE ON MINIMUM Ib" H16H PLATFORMS, PROVIDE LATERAL SHEET METAL SEISMIC STRAP AT TOP 4 BOTTOM OF WATER HEATER. --"'- `- - PROVIDE 26 CA. CORROSION RESISTAN ' FLA5HIN& WATER HEATER TO HAVE EXTERNAL BLANKET R-12 OR AND COUNTER FLASHING AT ALL ROOF AND WALL GREATER. HOT WATER INLET AND OUTLET PIPE INTERSECTIONS, INSULATED EXTERNALLY WRAPPED WITH R-3 OR GREATER (FIRST FIVE FEET IN UNCONDITIONED SPACE), PROVIDE 6.i. DiVERTERS AT ALL EXT. DOORWAYS, ALL EXHAUST FAN SYSTEMS SHALL BE PROVIDED Wi fH PROVIDE 26 6A. 6.1. WEEP SCREED A5 REQUIRED BY s BACK DRAFT DAMPERS INCLUDING RANGE HOOD UBG 2506.5. EXHAUST FAN. ALL PENETRATIONS THROUGH ONE HOUR FIRE RATED SHALL BE MADE WITH NOT LE55 THAN 26 &A. TUBS AND SHOWERS SHALL HAVE 50LiII CONNECTIONPARTITIONS 6.1. METAL SEALED AT EDGES. ON WASTE, OVERFLOW AND TRAP, PROVIDE PERMANENT TYPE BACKFLOW PREVENTER AT ALL H05E 31565, PROVIDE MIN, 26 GA, GALV, IRON VALLEY FLASHING GALVANIZED OR PVG WATER RIFE: SHALL NOT BE USED OVER ONE LAYER OF 15# FELT PER UBG SEC. 1508 4 IN ANY CASE. 15041. THE CENTER OF ANY FLASHING FOR THROU&H ROOF VENTS, AND ALL ELEGE TRIGAL 5RV!GE USE CAST IRON WASTE LINES FROM SECOND FLOOR TO CONNECTIONS SHALL NOT BE LE55 THAN 12" FROM ANY GROUND FLOOR, VALLEY FLASHING. AB5 4 PVG INSTALLATIONS ARE LIMITED TO RESIDENTIAL CONSTRUCTION NOT MORE THAN TWO ROOI�lN6 STORIES IN HE16HT PER UPC SEC. 701.1, USE CAST _ IRON THROUGHOUT. RAFTER TIES SHALL BE IMMEDIATELY ABOVE GEILIN6 J015T5 ® 48" O.G, WHERE GEILIN6 JOISTS ARE NOT BREAK. ALL VENT P{PE5 BEHIND MAIN RIDGE WHERE BREAK PARALLEL. TO RAFTERS. PROVIDE TIES PERPENDICULAR LE. POSSIBTO GEILIN6 J015T5 4 HIP 4 DUTCH GABLE ROOFS. FINI:HEa BUILT-UP ROOF... 2:12 OR GREA7ER...300# CRUSHED ROCK PER 50„ T 3-15# A.S. FELT. ALL LATH 4 PLASTERING SHALL CONFORM TO HOT MOPPED, OVER 5/8" T 4 G EXT. GRADE PLYWOOD CHAPTER 25. (32/f6) 5HT'6. 15-6 LE55 THAN 2: 12.3001f CRUSHED ROCK PER SO., PROVIDE 5TUG60 BASE SCREED PER UBG SEC. 250b5 3-15# A.S. FELT, HOT MOPPED OVER 5/8" T46 EXT. GRADE PLYWOOD (32,16) 5HT'6. (OR PER ROOF PLAN) ' SHOVdER WALLS OVER BATH TUBS SHALL BE OF PER TABLE 15-E, TABLE RAVE AND RA-G APPROVED NONABSORBENT WATERPROOF MATERIAL USE LOFT, 26 GA. &.I. GRAVEL STOP WITH A 12" MIN, TO A MIN. HEIGHT OF SIX FEET ABOVE THE FLOOR, LAP 1N FULL MASTIC. WAIN5GOT SHALL AL50 EXTEND A PULL 4" BEYOND THE FACE OF THE SHOWER PAN. SEE PLANS FOR GONG. TILE ROOF -ALL TILES TO HAVE A MIN, 3" MATERIAL AND EXACT HEIGHT. TUBS AND 5HOWER5 HEAD LAP OVER I X 2 STRIPS OVER 1/2" EXT. GRADE WITH TILE FINISHES SHALL BE SET IN MORTAR BED PLYWOOD (32/16) SHAG_ NAILS TO BE 10d COPPER OVER METAL LATH. GALVANIZED, OR 5TAINLE55 STEEL. RIDGE 4 141P TILES TO BE SECURELY FASTEN WITH 14 CA. CORP-05ION ALL EXP05ED GYP. BOARD SHALL HAVE METAL RESISTANT WIRE LACED THROUGH HOLES AND EDGES. SECURELY ANCHORED TO NAIL HEADS. ALL CONDITIONS OF INSTALLATION SHALL BE IN NAIL 5/6" GYP. BOARD WITH 6d COOLER NAILS, ACCORDANGE WITH MANUFACTURER'S SPECIFICATIONS 4 1/2' 6YP. BOARD WITH Ad COOLER NAILS o MIN. PER UBG STANDARD 15-5 AND TABLE 15-D-I AND T" O.G, E06E5 AND FIELD, (UBG TABLE 25-H AND TABLE 15-D-2. TABLE 25-G), ALL GYP, BOARD AND CORNER BEAD NAILING TO BE IN5PEGTED AND APPROVED PRIOR TO TAPING. SMOKE DETECTOR 61 FLASH AND CAULK WOOD BEAM 4 OUTLOOKEf2 FRAMING PROJECTIONS to EXTERIOR WALLS OR SMOKE DETECTORS SHALL BE INSTALLED PER UBG ROOF SURFACES. 5EG 310.q DRYWALL: DRYINAL.L NAILING SHALL BE PER UBG PROVIDE AND INSTALL IIOV APPROVED SMOKE 5EG, 2511, 2504, 25I2 AND 2513 SHALL BE INSPECTED DETEGTOR5 WITH BATTERY BACKUP IN EACH SLEEPING PRIOR TO TAPING AND SPACKLING. INTERIOR WALLS ROOM AND AT A POINT CENTRALLY LOCATED IN THE SHALL BE COVERED WITH ONE LAYER GYPSUM WALL AREA 61VINO AG6E55 TO EACH 5EPARATE SLEEPING BOARD, NAILED DIRECTLY TO STUDS AND JOISTS, AREA. IN DWELLING UNITS THAT HAVE MORE THAN ONE KITH ALL SEAMS TAPED AND FILLED FLUSH WITH STORY, SMOKE DETECTORS SHALL BE INSTALLED ON APPROVED JOINT COMPOUND IN ACCORDANCE WITH EACH STORY AND IN THE BASEMENT, THE SMOKE THE MANUFACTURER'S SPECIFICATIONS. ALL NAIL- DETECTOR MUST BE IN CLOSE PROXIMITY OF A HEADS SHALL BE DIMPLED AND 5PAGKI-ED FLUSH 5TAIRWELL. WITH COMPOUND. CEILINGS, EXCEPT FOR ENAMELED SURFACES, SHALL BE TEXTURED PER FIN, SCHEDULE, IN NEW CONSTRUCTION, REGrt IRED SMOKE DETECTORS SHALL REGEIVE THEIR PRIMARY POWER FROM THE WHERE INDICATED ON PLANS, AT ALL DIV1510N BUILDING WIRING WHEN SUCH WIRING 15 SERVED FORM WALLS AND CEILINGS, INSTALL ONE LAYER OF 5/8" A COMMERCIAL 5OUPGE AND SHALL BE EQUIPPED WITH TYPE 'X' 6YP5UM WALL BOARD. PROVIDE I -LAYER A BATTERY BACKUP, THE DETECTOR SHALL EMIT A 5/b" TYPE 'X' 6YP5UM WALLBOARD b ALL ENGL05ED 516NAL WHEN THE BATTERY 15 LOW. WIRING SHALL BE U5E BLE SPACE BELOW STAIRS, AND ALL SURFACES PERMANENT AND WITHOUT A DISCONNECTING 5WITGH ON THE INTERIOR SIDE OF ALL LAUNDRY CHUTES, OTHER THAN TH05E THAT ARE REQUIRED FOR DUMBWAITERS AND ELEVATOR SHAFTS. OVERGURRENT IN5PEGTION. SMOKE DETECTORS MAY BE SOLELY BATTERY OPERATED WHEN INSTALLED IN EXISTING BUILDIN05 OR IN BUILDIN65 WITHOUT COMMERCIAL POWER OR IN BUILDINGS WH16H UNDERGO ALTERATIONS, REPAIRS OR ADDITIONS REGULATED BY 5EG. 310.H.1.2. rw A U N N 'O E TO V co • 4rJ t r Liz C7 C7 t37 a 6ENERAI. ALL MATERIALS 4 WORKMANSHIP SHALL. CONFORM TO THE 2001 ED'T[ON OF THE CALIFORNIA BUILDING. CODE 4 ANY OTHER REGULATORY A6EN6IE5 WHIGH HAVE AUTHORITY OVER ANY PORTION OF THE NORK, THE GCNT A',TORS SHALL VERY ALL DIMENSIONS 4 517E CONDITIONS BEFORE STARTING WORK, DOMINGUEZ DESIGNS SHALL BE NOTIFIED OF .ANY 9156REPA.N61' BEFORE PROGEEDiN& WITH THE WORK, DIMENSIONS ON DRAWIN65 SHALL TAKE PRECEDENCE OVER SCALE SHOWN, TYP. DETAILS 4 GENERAL R. 5 H N NOTES ARE MIN. REG2U1 EMENT_ TO BE USED W E CONDITIONS ARE NOT SHOWN OTHERWISE, DO NOT SCALE DRAWINGS. NOTES d DETAILS ON DRAWINGS 5HALL TAKE PRECEDENCE OVER GENERAL NOTES 4 TYP. DETAILS. WHERE NO DETAILS ARE SHOWN CONTRACTORS SHALL CONFIRM WITH DOMINGUEZ DE51&N5 WHAT 15 TO BE USED, 6.ON5TRUGTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMED FLOORS OR ROOF. LOADS 5HALL. NOT EXCEED THE DESIGN LIVE LOAD PER S.F. PROVIDE ADEOUATE SHORING 4 OR BRAGIN(5, WHERE STRUCTURES HAVE NOT ATTAINED DESIGN STRENGTH. PROVIDE TEMPORARY TOILET ON JOB SITE PRIOR TO START OF CONSTRUCTION, THE CONSTRUCTION DOCUMENTS 4 5PECIFICATION5 REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF G01h5TRUCTION, THE GONTRAGTOR SHALL PROVIDE ALL MEA5URE5 NECESSARY TO PROTECT THE STRUCTURES DURING CONSTRUCTION, SUCH MEASURES SHALL INGLUDE BUT NOT BE LIMITED TO BRAGING, 5HORIN& FOR I.OAD5 DUE TO CONSTRUCTION EQUIPMENT, ETC. OBSERVATION VISITS TO THE SITE BY THE ENGINEER SHALL NOT INCLUDE INSPECTION OF THE ABOVE ITEM5. THE PROJECT OWNER SHALL EMPLOY THE ENGINEER OR ARCHITECT RESPONSIBLE FOR THE STRUCTURAL_ DESIGN OR THE PERSON DESIGNATED BY THEM TO PERFORM VISUAL STRUCTURAL OBSERVATION OF CONSTRUCTION FOR ALL PHASES OF THE PROJECT, PER UBG SECTION 1-102, CONCRETE ALL CONCRETE AND GROUT SHALL CONFORM WITH UBG CHAPTER 19. FOOTING TRENCHES AND STEEL REINFORCING SHALL BE EXAMINED AND CERTIFIED IN WRITIN6 BY THE PROJECT GEOLOGICAL ENGINEER PRIOR TO INSPECTION BY BUILDING OFFICIAL AND PLACEMENT OF CONCRETE TYPE V CEMENT 15 REQUIRED AT SOILS WITH MEDIUM AND HIGH SULFATE CONTENT PER UBG SECTION 1904. CONCRETE STRENGTH SHALL NOT BE LESS THAN 2500 R5.1. QUALITY MiXiN&, PLACEMENT AND GURIN& OF CONCRETE SHALL CONFORM WITH UBG SECTION IC104. ALL 5TEEL REINFORGING ANCHOR BOLTS, DOWELS 4 OTHER INSERTS SHALL BE SECURED INTO POSITION BEFORE FOUNDATION INSPECTION AND PLACEMENT OF CONCRETE PER UBG, ALL REINFORCING STEEL SHALL BE INTERMEDIATE GRADE TO A.S.T,M,(A-615-40). WELDING OF REINFORCING STEEL SHALL CONFORM TO AW5 D12--1 USING PROPER LOW -HYDROGEN ELECTRODES. REINFORCING BARS MARKED COW, SHALL_ BE 5PL-16ED WITH A MIN. LAP OF 40 PIA. IN MASONRY 4 30 PIA, IN CONCRETE UNLE55 OTHERWISE NOTED, PRAMINCS ALL WOOD PRODUCTS SHALL BE PER UBG CHAPTER 23 ALL LUMBER SHALL BE DOUGLAS FIR -LARCH UNLESS OTHERWISE 5PEGIFIED. LUMBER SHALL CONFORM TO UBG STANDARDS 23-I, 23-2, 23-3 4 23-4 ALL STRUCTURAL LUMBER SHALL BE GRADED IN ACCORDANCE WITH "GRADING 4 DRE55IN6 RULE. #116 OF THE WEST COAST LUMBERMAN'S A5500ATION". MINIMUM NAILING REQUIREMENT5 SHALL COMPLY WITH CODE TABLE 2311-13-I. HOLES FOR BOLTS SHALL BE BORED N/A BIT 1/32" TO 1/I6" LARGER THAN THE NOMINAL BOLT DIAMETER. ALL BOLTS SHALL HAVE STANDARD GUT WA5HER5 UNDER HEAD AND NUT. ALL BOLTS SHALL BE RE-T'6HTENED PRIOR TO APPLICATION OF PLYWOOD, PLASTER, DRYWALL, ETC. ALL WOOD BEARING ON CONCRETE OR MA.5ONR'Y SHALL BE PRE55URE TREATED DOUGLAS FIR. EXPOSED PLYWOOD SHALL BE EXTERIOR GRADE 4 SHALL BE BONDED W/ EXTERIOR OR INTERMEDIATE 6L UF, PROVIDE 1 X 6 LET -IN BRACE 6 APPROXIMATELY 45 DEGREES EVERY 25 LINEAL FT, OF WALLS NOT SHEATHED 4 9 ALL 4fORNER5, BRACE SHALL RUN CONT, FROM TOP PLATE5 TO SILL PLATE, 5UBLFOOR SHALL. BE 5/8" "T46" UNDERLAYMENT GRADE PLYWOOD (32/1b) GLUED AND NAILED WITH RING SHANK NAILS UNLESS OTHERWISE NOTED. ALL PLYWOOD SHALL CONFORM TO U.S. PRODUCT 5TANDARD5 P5 I-e,3, EACH SHEET OF PLYWOOD SHALL BE IDENTIFIED WITH THE APPROPRIATE TRADEMARK OF THE AMERICAN PLYWOOD ASSOCIATION. ALL PLYWOOD SHALL BE CLASSIFIED AS EXPOSURE 11, FOR PLYWOOD THICKNESS, GRADES AND SPAN RATINGS (PANEL IDENTIFICATION INDEXES) SEE PLAN. GLUED- LAMINATED BEAMS SHALL BE MARKED AN51 AITG STANDARD Al2a0-I PROVIDE FIELD INSPECTOR WITH APPROVED "6ERTIFICATION OF INSPECTION" FOR 6LUED- LAMINATED BEAMS, 1It 1, r Wea`mL sv; 1(1�r7w CA iW SG0101"! 0E-- AORK ONE-STORY ADDITION TO EX15T. ONE STORY 5IN6LE FAMILY RESIDENCE ADD NEW MA. BEDROOM W/ MA. BATH., ENLAR6E EX15T. BDRM 2 OrNNER( �05 1"1=')1;)REeS Victor Mendez _ 21265. Shelton St, SANTA ANA, GA g210"1 Lr=L7AL PESCRI PTIO1`d LOT # 6g TRACT *IIg2 A.P.N. 015-204-0-1 CITY OF SANTA ANA COUNTY OF ORAN6E, GA 1=00TA6E NOTE EXISTING FLOOR SQUARE FOOTA61=t -M2 SOFT ADDITION 656 SOFT NEW TOTAL 1450 SOFT EXISTING 6ARA6E 210 SOFT PROPERTY LINE C Na 04 5 E I b0,00' I 1 � EX. 6REE O i ! I I ' i I REQUIRED 15'-0" REARTYARD r/ 5ET3AGK LIME ----------- -------.._._....., L--- I o I ` I - PROPaSED � ; ADDITION I , — i © waN " aer \_ t A EX. GREEN i ! V A Y I 1 I ZC15Ti I O ENGE Q ! f O ++1 ------------ 1 i REQUIRED FRONTYARD SETBACK LINE I (� EX.6REEN -!� 2 Q N 0,� i ! U- 0 j N0°04'5T I 1 �_^ EX. SIDEWALK --- �J 0 EX. PARKWAY y EX. CURB AND GUTTER GOVERNING AUTHORITY COUNTY OF ORANGE, GA 60VERNIN6 GODS 2001 G.B.C., 2001 2001 2001 C.E.G. OCCUPANCY GROUP R3NI 0ON5TRUGTION TYPE VN ALL COUNTY OF ORANGE 4 STATE OF CALIFORNIA ADOPTED AMEWMENT5 51 TE NOTr_S SEPARATE PERMIT I5 REQUIRED FOR EACH BUILDIN6 OR STRUCTURE, PENCE WALL5, RETAININ6 WALLS 4 INDOOR/OUTDOOR POOLS 4 SPAS. TEMPORARY IN6RE55/WRE55, 5TOCKPILIN6 OF MATERIALS, LAND56APIN6, DRIVE APPROAC114E5 ANWOR UTILITY INSTALLATION WITHIN PUBLIC RIGHT OF WAY REQUIRE5 AN ENCROACHMENT PERMIT FROM COUNTY PROPERTY PERMITS DIVISION. PROVIDE HOUSE STREET NUMBER VISIBLE 4 LEGIBLE FROM STTREET, NUMBERS SHALL BE OF NON-COMBU5TIBLE MATERIALS IN SPECIAL FIRE PROTECTION AREAS. � I � PROPERTY LINE 4150 Arcadia Ave #50 • / / / Mr. and Mm Mendez 2126 5. 5helton 5t. Banta Ana, GA c12'701 114-444-3053 c� a w t< 4 � TI RATE 01-0-1-05 44 "ht fly, APPROVED: T 05/2q/05 4 s€,4 4NI 0 I BLD6 DEPT REVISIONS ,.,. , jai ` F07 V*rMBOL5 rMSCRIPTION DUPLEX OUTLET G.F.I.DUPLEX OUTLET GROUND FAULT INTERRUPTER DUPLEX WATERPROOF OUTLET DUPLEX HALF HOT OUTLET 220V. DUPLEX 220 VOLT OUTLET FLOOR OUTLET PHONE JACK 0 DUPLEX FLOOR OUTLET GARAGE POOR OPENER DUTTON KEY PAP OPERATED DOOR OPENER 4- JUNCTION E30X THERMOSTAT CONTROL FUEL -A- TELEPHONE JACK TFLEV15ION JAG< p B DOOR EIFILL BUTTON EXHALr5T FAN (5) AIR CHANrE5 PER HOUR MIN, KEY FOR FUEL OA5 H05E BIE3B To BE PECE55EP INTO WALL "ETAL CAN t DOOR ANTI-51PHON DEVICE --PROVIDE HO5P- BOB IlV5HUT-OFF VALVE To DE RECESSED INTO WALL "ETAL GAN $ DOOR PROVIDE ROVIVE ANTI-51PHON DEVICE S.U. 0 Ir- H.D. smorE DETECTOR: HARD HIRE IJOV) "ATTFRY RACK UP HEAT DETECTOR:HARP MIRE MOV) WE3ATrERY BACK UP - GHIME5 t�f 51NOLE POLE 5NiTCAi THREE V4AY 5NITCH 4 FOUR HAY 5NITCH DIMMER 5NITCH cl.r.l' W.P.O. NOTES HIRE FOR MR&ULAR ALARM SYSTEM WIRE FOR INTERCOM SYSTEM HIRE FOR STEREO 4 TV SYSTEM PLUMB. FOR CENTRAL VACUUM SYSTEM PROVIDE SAFE. SEE OWNER FOR EXACT LOCATION NO ALUM. WIRING A 5EPERATE DEDICATED CIRCUIT 15 REQUIRED FOR EACH APPLIANCE ALL LIGHT LOCATIONS ARE APPROXIMATE 4 SHOULD BE VERIFIED vi/ OWNER OR INTERIOR DESIGNER TACK UP ALL OUTLETS 4 5k,11T6HE5 FOR OWNER OR INTERIOR DESIGNER FOR APPROVAL PRIOR TO WIRING ALL SWITCHES To 13E IVECORA" TYPE Pq/ MATCHING OUTLETS DINNER 5NITCH LOCATIONS TO BE VERIFIED vi/ OWNER OR INTERIOR DESIGNER SEE 5FEET #2- GENERAL NOTES FOR COMPLETE NOTES ELECTRICAL NOTES 400 AMP ELECTRICAL METER, CABLE TV BOX, 4 TELEPHONE E30X LOCATION 10 F 21 BREAKER PANEL-5EE OWNER FOR EXACT LOCATION MAIN SECURITY PANEL- SEE OWNER EXACT F3-1 LOCATION F4] Ca F.A.U. IN ATTIC. COMBUSTION AIR TO COME F-11 FROM OUTSIDE. VENT THROUGH ROOF. SOLID WALK NAY NOT LESS THAN 24" IN WIDTH TO EXTEND FROM ATTIC AO' F-55 TO F.A.U. CLEARANCE BETWEEN HOOD 4 FURNACE TO CONFORM To TE5TIN6 AGENCY REGUIREt-eNT5 ON LABEL, FRESH AIR COMBUSTION AIR 514ALL BE SUPPLIED IN QUANTITY SUFFICIENT FOR FURNACE DEMAND. PROVIDE 30" MIN. WORKING SPACE IN FRONT OF FIREBOX, COMBUSTION AIR SUPPLIED FROM ATTIC SPACE SHALL BE VENTILATED BY FRESH AIR OFENIWv5 EQUAL TO REQUIRED SUPPLY. SEE EQUIPMENT SHEET FOR UNIT 51ZE 4 REQUIREMENTS. A/C UNIT LOCATION, (PROVIDE POWER To A/C UNIT) VERIFY Pi/ SUBCONTRACTOR FOR EXACT LOCATION. FqWATER HEATER ON 15" HIGH MIN. PLATFORM W —1 SIE-SMIr-iSTgA ENT THROL*14 5 r p Vr TO EX. ROOF #2-6E-NERAL NOTES LT 4 51AL- IO DRYER VENT LOCATION 100 50. IN. 6.1. SCREENED BACK t LOUVERED E 11 VENT * TOP 4 BOTTOM FOR COMBUSTION AIR S. 4 PL. WALK-IN CLOSET 51-0"X41-011 5L. 6L. kloki (DUAL 6L., \I]N**rL) MA. E3,t-)RM 41-011X41-011 5L. 6L. NDN (DUAL 6L., VINYL) TEMP.6L. GLASS ENCLOSURE MA. E3A. 5.t PL. �ro S.G. --------------- ---------- WASH I DRY HALL--------------- ------------- 21 �H LAUND. (3 E3DRM 2 ------- 11 ex. ex. <itchen ex. Gor ox. Dining Entry ex. Diving 100720" 1) ALL EX15TINC7 HINDOV45 ARE 50LID WOOD 5IN&LE HUNG. NEW HINVON5 5HALLMATCH EXISTINC7,5TI-LE AND MATERIAL. 2) ALL EXTERIOR FIN15HE55HALL MATCH EXISTINC7, STYLE AND MATERIAL. 5) ALL NEN ROOF LINES AND FIN15HE-5 SHALL MATCH EX15TIN6, STYLE AND MATERIAL. Wmg'H- • Z;CMIN67UFZ PE516NS 4150 Arcodia Ave #5 \/!eta, CA 4120a4 MARk"g-ow"m 112mi W-10 a Mr. and Mrs. Mendez 2126 5.5helton St. Santa Ana, CA C12-70-7 114-444-3053 DATE 01-0-1-05 APPROVED: A05/2cl/05 .REVISIONS / I \ E'LD6 DEPT DRAWN BY: JD JOB NO, 02-FP-Mendez SCALE 1/411= 11-011 SHEET of 14 NEW COMPO. 5HIN&LE --RQQ _FIN6 OVER -LAVE 30# ROOFINC-,PAPER, MATCH EXIST. 2X TRIM 5URR. W TYP. 5TUGGO OVER NEW COMPO. 5HIN(5LE ROOFIN6 OVER 3-LAVER5 30# ROOFING PAPER, MATCH EXIST. 12 41 NEW 2X FA501 MATCH EXIST. NEW 1/5" TYP. STUCCO FIN15H OVER 6RADE V - BUILDING PAPER MATCH EX15TIN6 %� PROVIDE G.I. METAL WEEP 5CIREED 0 0 IV E 0 Lo 66 9 Lo C) CD N cn Z KISHT 0=01XVATION GRADE _� FINISH I.EFT EL MVATION NEW 2X FASCIA BRV MATCH EXIST. PROVIDE 6.1. METAL WEEP SCREED 12 4 HATGH EX 15T NEW Wall lyp. 5TLk,-r,O FINISHx OVER GRADE 'V' BUILDING PAPER d) MATCH FX15TINC7 12 4 r NEW COHINOLE ROOFING OVER--�,, 3-LA\/ER5 50# ROOFING PAPER, MATCH EXIST. NEW 7/5" TYP. STUCCO FINISH OVER GRADE V MATCH EX15TIN6 BUILDING PAPER Z 2X TRIM 5()RR. PV TYP. STUCCO OVER FINISH CRAVE FX15T. COMPO5HIN&LE ROOFING 12 14 MATGH EXIST NEW 2X FASCIA BRD MATCH EXIST. 12 14 EXIST, t EXIST. I/W TYP. STUCCO FINISH ----------- fcfRj::)NT ELEVATION , EXIST. 2X FASCIA —50APD - — - — - — - Z�OMIN6UEZ Z:�E516Ne z150 Arcodia Ave #511 \Aeta, CA lo-t20a4 Mr. and Mrs. Mendez 2126 5. Shelton 5t. Santa Ana, CA C12-70-7 714-444-5053 DATE 01-0-1-05 APPROVED: n A05/2cl/05 REVISIONS BLD(9 DEPT DRAWN BY: Jr? JOB NO. 03-ELV-Mendez SCALE 1/4"= V-O" SHEET 5 of 14 FRAM I NG NOTES FOUNPATION NOTES q V-1tK -- -�C -- - _4XIO HDR PK 40 I x \ � - - - - - - - - - - \ _ \ \ \ 10 \ ( \ \ 3 i \ Ogt\ 1D_I 442 D.F\ #1 BM D-2 \ \ FLUSH BMA iT' O ,� A - - - q D-2 - - � ._- - - - - %71 D`+ 4�4X6 HDR / / I 1 I / � I / ex 05l 4X101b. . #1 BM pQ�' FL. H BM - 4043 � I 'eo 1 D-2 D-2 Q �/ f- (Z � f I. USE "51MP5014" HAWvER5 OR APPROVED EQUAL AT JOISTS HANGIN6 FROM BEAMS, AND AT ALL BEAM TO BEAM CONNECTIONS PER PLAN. 2. BEAMS AND HEADERS LARGER THAN 4x10 TO 13E SUPPORTED AT EACH END WITH A 4x P05T OR LARGER. BEAMS AND HEADERS 4XIO OR SMALLER TO BE SUPPORTED AT EACH END BY DOUBLE STUDS EXCEPT AS NOTED ON PLANS. 3. PROVIDE "TJI-550" OR EQUAL BELOW WALLS EXCEPT AS NOTED OTHERWISE ON PLANS a COMPOSITE TRU55 FLOOR FRAMING. PROVIDE °TJI" BLOCKING BELOW WALLS PERPENDICULAR TO J015T5. PROVIDE DOUBLE JOISTS BELOW NON -BEARING, AND TRIPLE JOISTS BELOW BEARING WALLS EXCEPT AS NOTED OTHERWISE ON PLANS a 2x STANDARD FLOOR FRAMING. BOND 2x'5 WITH 2-16d R.S. NAIL5 a 24" O.C. ALTERNATE SIDES. SOLID BLOCK BELOW WALLS PERPEN- DICULAR TO JOISTS. 4. FIREBLOCK ALL DROPPED AND 5OFFITED 6EILIN65, TYPICAL. 5. PROVIDE RAFTER TIES a 48" O.G. IN LOVER I/3 OF ATTIC, SPACE WHERE GEILIN6 JOISTS ARE NOT PARALLEL TO ROOF RAFTERS. 6. ALL FRAMING HARDWARE TO BE "51MPWN STRONG TIE ING." OR APPROVED EQUAL. -i. WHERE DBL. TOP PLATE5 ARE BROKEN OR INTERRUPTED PROVIDE MIN, I/8" THK.x 1-1/2" WIDE METAL TIE STRAPS. LAP ALL TOP PLATE 5PLICE5 MIN. 4'-O". 8. ALL UNSPECIFIED HEADERS TO BE MIN. 4x4. q. ALL POSTS 4x4 AND LARGER TO HAVE "5IMPSON" A-35 EACH SIDE OF P05T TO TOP AND BOTTOM PLATES U.N.O. ON PLANS. 10. ALL PLUMBING HALLS TO BE MIN. 2xb STUDS. It. GLUED -LAMINATED 5EAM5 SHALL BE MARKED AN51/AITG STANDARD AIgO.l. 12. PROVIDE FIELD INSPECTOR WITH APPROVED "CERTIFICATION OF INSPECTION" FOR ALL GLUED -LAMINATED BEAMS. 13, ALL UPPER FLOOR SHEAR PANELS AND BEARING HALLS TO EXTEND TO ROOF FRAMING MEMBERS. 14. HHERE SHEAR WALLS ARE CONTINUOUS ACROSS OTHER HALLS, POPOUT5 OR FURRING, APPLY SHEAR PANEL PRIOR TO OTHER FRAMING TO PRE5ERVE SHEAR HALL CONTINUITY. r HALL# PLYWOOD 4 NAILING PER ALLOWABLE SILL NAILING U.B.G. TABLE 23-1-K-1 SHEAR 3/5" 5TRUCT. 11 PLYHD. q W 8d a 6"O.G. BOUND, 4 260 PLF I6d a 6" O.G. ED6E5 4 12"0.0. FIELD 515" 5TRUGT. 11 PLYWD. w/ 8d a 4110.0. BOUND. 4 344 PLF I6d a 4" O.G. 10 EDGES 4 12"O.C. FIELD SHEAR ANCHOR BOLT 51ZE 4 5PAC1N6 HALL # W/ MIN 3X PTDF SILL AII 3/8" STRUGT. H PLYWD. 20d a 3" O.C. w/ 6d a 3110.6. BOUND. 4 4,10 PLF OR 1/2" VIA. LAG ED6E5 4 12"0.0. FIELD BOLTS AT 16" O.0 A/� 318" 5TRUGT. 11 PLYWD. 20d a 2-1/2" O.G. 12 w/ 8d a 2110.0. BOUND. 4 650 PLF OR 112" DIA, LAG ED6E5 4 12"O.C. FIELD BOLTS AT 12" 0.0 15/32" 5TRUGT. 11 PLYWD. 20d a 2" OG. (3 w/ IOd a 2`O.C. BOUND. 4 '110 PLF OR 1/2" DIA, LAG EDGES 4 12"O.C. FIELD BOLTS AT 10" O.0 iq/32" STRUGT. 11 PLYWD. 20d a 2" O.G. 14 w/ 10d a 2"O.G. BOUND. 4 800 PLF OR 1/2" VIA. LAG ED6E5 4 12"O.G. FIELD BOLTS AT 8" O.C. INDICATES SHEAR HALL NOT # INGLUDED IN STRUGT. DESIGN FOR SHEAR PANELS 11, 12, 13 4 14 PROVIDE MIN. 3x BOUNDARY MEMBERS 4 SILL PLATE (35OPLF) rs/ 5TAG6ERED NAILING a BOUNDARIES 4 ED6E5. THE MAX. HEIGHT TO WIDTH RATIO FOR SHEAR HALLS 15 2,1 UNBLOCKED SHEAR WALLS ARE NOT PERMITTED. WHERE PANELS ARE APPLIED TO BOTH FACES OF A WALL 4 NAIL SPACING 15 LE55 THAN 6" O.C. PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS OR FRAMING SHALL BE MIN. 3x H/ NAILS ON EACH 5IDE 5TAGGEiRED. SILL NAILING SHALL BE HALF THAT SPECIFIED IN 11415 SCHEDULE AND STAG6ERED w/ MIN 3x SILL PL. (1). ALL STUDS SHALL BE SPACED a W' O.G. (2). ALL NAILS FOR PLYWOOD SHALL 13E COMMON NAILS UNO. (3). ALL NAILS SHALL 13E 5TA66ERED HHERE NAILS SPACED 2" O.C. (4). ALL FIELD NAILS TO BE IOd a 12" O.G. (5). ALL LA& BOLTS SHALL HAVE 1-112" MIN, EMBEDMENT INTO 5UPPORTIN6 WOOD MEMBERS. (6). ALL 20d NAIL HOLES SHALL BE PREDRILLED. FLOOR SHT'6 NOTE 3/4" EXT. 6RADE PLYWOOD FLOOR 5HT'6.(48/24) GLUED w/ loci RIN65HANK NAILS a 6" O.C. a BOUNDARIES 4 SUPPORTED PANEL EDGES 4 a 10" O.G. FIELD. BEARING WALLS 2x4 STUDS a 16" O.G. MAX. HT., 10'-0" 3x4 5TUD5 a 16" O.G. MAX. HT., IO'-O" 2x6 5TUD5 a I6" O.G. MAX. HT.. I4'-O" 2x8 STUDS a W' O.G. MAX, HT.. 16'-O" NON-5EARIN6 HALLS 2x4 STUDS a 16" O.G. MAX. HT." 14'-0" 2x3 5TUD5 a 16" O.C. MAX. HT.. 14'-0" 2x6 STUDS a 16" O.C. MAX. HT.. 20'-0" UTILITY GRADE STU125 SHALL NOT BE SPACED MORE THAN 16" O.C., OR SUPPORT MORE THAN ONE ROOF AND GEILIN6, OR EXCEED 8'-O" IN HEIGHT FOR EXTERIOR AND LOAD BEARING WALL5, OR 10'-0" IN HEIGHT FOR INTERIOR NON -BEARING HALLS. ALL PLUMBING WALLS TO BE 2 x 6 STUDS MIN. STUD MAX. HEIGHTS PER U.B.G. TABLE 23-1-R-3. BANGER SPECIFICATIONS ROOF RAFTERS "51MP50N" HANGER JOIST 51ZE JOIST 5PA14 FACE TOP 2x12 < 23'-0" U210 J5212 2x10 < iq-0" LU26 J5210 2x8 < 15'-0" LU526 J1326 2x6 < 111-0" LU526 J1326 HANGERS TO BE 5KEHED/5L.OPED AS REQUIRED MANGER SPEC I F I CATI ONa CEILING JOISTS "51MP50N" HANGER JOIST SIZE J015T SPAN FACE 2x12 < 26'-0" U210 2x10 < 24'-0" LU28 rJE5212 2x8 <21' "LU526 2x6 < I6'-O" LU526 JB26 2x4 <10-0" U24 HU24TF HANGER SPECIFICATIONS FLOOR JOISTS "51H'50N" HANGER JOIST SIZE J015T SPAN FACE TOP STEEL TJI PRo550 < 25'-0" MIU4q ITT411.88 ITT411.25 TJI PRO250 < 20'-O" IUTII ITTI1.66 ITT11.25 2x12 DJ L 5'-0" U210 J5212 JB210 2XIO DJ <10'-O" LU528 J5210 L528 1. FOUNDATION EXCAVATIONS 4 REINFORCEMENT SHALL BE EXAMINED 4 CERTIFIED IN WRITING BY THE PROJECT 6EOLO610AL EN6INEER PRIOR TO INSPECTION BY BUILDING OFFICIAL AND PLACEMENT OF CONCRETE. 2. THERE SHALL BE NO TRENCHES OR EXCAVA- TIONS 5'-0" OR MORE IN DEPTH INTO WHICH A PERSON 15 REQUIRED TO DESCEND. OBTAIN PERMIT FROM GA DIV. OF INDUSTRIAL SAFETY PRIOR TO ISSUANCE OF 6RADIN6 PERMIT. a. PLASTER WEEP SCREED5 TO BE MIN. 26 6A CORROSION RE515TANT METAL w/ MIN. 3 11211 VERT. ATTACHMENT FLAN6E. SCREEDS TO BE MIN. 4" ABOVE FIN. GRADE OR 2" ABOVE PAVED 5URFACE5. LAP WEATHER BARRIER w/ EXT. LATH COVER 4 TERMINATE ON FLANGE. PER U.B.G. 5ECTION 2506.5 4. REFER TO ANCHOR BOLT NOTE FOR BOLT 512E 4 SPACING 4 SILL THICKNESS is SHEAR WALLS. 5. REFER TO 6EOLO61GAL REPORT FOR VERIFICATION OF CONCRETE SLAB THICKNESS 4 FOOTIN6 WIDTH 4 DEPTH. WOOD MEMBERS IN CONTACT w/ CONCRETE 6. SHALL BE PRE55LRE TREATED DOU6LA5 FIR ( P.T.D.F) OR FOUNDATION REDWOOD w/ MARK OR BRAND FROM APPROVED AGENCY. PER U.B.C. SECTION 2311.4 4 2626.6 ELECTRICAL OUTLET LOCATIONS IN CONCRETE -t. SLABS SHALL BE VERIFIED w/ OWNER. FOR HOLDOWN5 a FOOTIN65 SEE DETAIL. 6. HOLDDOHN HARDWARE TO BE SECURED IN PLACE PRIOR TO FOUNDATION INSPECTIONS. GONG. PAP SIZE NOTE CONCRETE PAD FOOTING SIZE 4 REINFORCING AS FOLLOWS w/ 130TTOM OF PAD AT BOTTOM OF ADJACENT FOUNDATION FOOTING U.N.O. a24" 50UARE x 12" THICK w/ #4 BARS a 12" O.G. EACH HAY a BOTTOM 30" 5QUARE x 12" THICK W#4 BARS 2 a 12" O.C. EACH HAY a BOTTOM a56" 5QUARE x 12" THICK W#4 BARS ® 12" O.C. EACH HAY a BOTTOM TYPICAL NON -SHEAR WALL ANCHOR BOLTS SHALL BE 5/5" VIA. w/ 2" 50. X 3\I6" THK HA5HER5 a 48110.0. ALL ANCHOR BOLT EMBEDMENT TO BE MINIMUM 'f" INTO FOOTING BEYOND GOLD JOINT, SILL PLATES SHALL HAVE MIN. 2 ANCHOR BOLTS w/ ONE BOLT WITHIN 12" OF EACH END OF SILL. NUT w/ WASHER SHALL BE TIGHTENED ON EACH BOLT TO THE SILL PLATE PER U.B.G. SECTION 1806.E NON -SHEAR HALL INTERIOR FOOTIN�}65 MAY HAVE "RAM5ET" 1/4" VIA. SNOT PINS a 24" O.C., I.C.B.O. NO. 1651, OR APPROVED EQUAL. SHOT PIN EMBEDMENT TO BE MINIMUM 1 112" INTO CONCRETE. ANCHOR BOLT 5PAGIN6 AT SHEAR HALLS SHEAR ANCHOR BOLT SIZE 4 SPACING HALL# w/ MIN. 2x PTDF SILL A5/6" VIA. ANCHOR BOLTS a 36" O.G. l0 5/8" DIA. ANCHOR BOLTS a 24" O.G. SHEAR ANCHOR BOLT SIZE 4 SPACING WALL# w/ MIN. 3x PTOF SILL II 5/8" VIA. ANCHOR BOLTS a 16" O.G. 12 3/4" VIA. ANCHOR BOLTS a 24" O.G. I3 5/4" DIA, ANCHOR BOLTS a 24" O.C. 14 3/4" VIA. ANCHOR BOLTS a 16" O.G. WHERE SHEAR PANELS OCCUR ON BOTH 51DE5 OF A HALL ANCHOR BOLT 5PAGIN6 SHALL BE HALF THAT SPECIFIED IN THIS SCHEDULE. FOR EXIST. FTC-. USE "51MP50N" EPDXY ET H/ MIN. 6" EMBEDMENT H/ INSPECTION, FOR SIZE AND 5PAGIN6 OF BOLT5 SEE ANCHOR BOLT NOTE ABOVE. 1. ALL STUDS SHALL BE SPACED a 16" Q.G. 2. ALL STUDS AND TOP PLATES AND ANCHOR 5ILL'5 AT HALL WS 10,11,12,13,414 HITH SHEAR 550 P.L.F. 4 6REATER SHALL BE 3X OR HIDER AT PANEL JOINTS AND SILL AT FT6.'S 3. ALL NAILS FOR PLYWD SHALL BE COMMON NAILS U.N.O. 4. ALL NAILS SHALL 13E 5TA66ERED HHERE NAILS SPACED 2 INCHES O.G. 5. ALL LAG BOLTS SHALL HAVE 1.5" MIN. EMBEDMENT INTO 5UPPORTIN6 MEMBERS 6. ALL 20d NAIL HOLES SHALL BE PREDRILLED. -1. ALL HASHERS FOR SILL ANCHOR BOLTS SHALL 13E 2" 50. X 3116" THK. 8. FOR ANCHOR BOLT LENGTH, REFER TO FOUNDATION DETAILS. ALL ANCHOR BOLT5 SHALL HAVE 7" MIN. EMBEDMENT FROM FIR5T POUR. LEC7ENP SHEAR PANEL PER 510-HEDULE ENGINEERS 5HEAR HALL # PER )'k-"'STRUCTURAL CALCULATIONS j'- PANEL LENGTH A- --MOMENT FRAME SHEAR PANEL SHEAR PANEL LOCATION # BEAM ELEVATION PER SCHEDULE ON PLAN BEAM # PER ENGINEERS GALG5. BEAM/JOIST LINE - - BEARING POINT FROM ABOVE ON BEAM J015T/RAFTER SPAN, TYPE AND SIZE PER SCHEDULE CANTILEVERED JOISTS �{ 2x6 5TUD5 a 16" O.G. INTERIOR BEARING WALL CONTINUED P05T FROM ABOVE g BUILDING SECTION REFERENCE LETTER 12 BUILDING SECTION SHEET NUMBER 2 DETAIL REFERENCE NUMBER D4 DETAIL SHEET NUMBER r 4150 / IAve01,.CA 1-0120a.4 Mr, and Mm Mendez 2126 5. 5helton 5t. Santa Ana, CA a2-70'7 714-444-5053 z 0- Z z O � � u- d O � fl- 3S DATE 01-07-05 ,x. APPROVED: Na j 05/2ci/05 REVISIONS z l BLDry DEFT DRAWN BY: -V JOB NO, 04-♦+O-Mendez SCALE 1/4 1e-0" SHEET 4 of 14 i"Z00F NOTE O 0 N C N .a E O Z7 h CV a >n 0 0 MAIN ROOFING TO BE: "6AF PRODUCTS" TIMBERLINE 5ERIE5 (OR APPROVED EQUAL) OVER 3-LAYERS OF I5# FELT PER MANUF. SPECS COLOR BLEND TO BE: ALL NEW BUILDING AND ADDITIONS WITHIN THE SPECIAL FIRE PROTECTION AREAS SHALL HAVE A GLA55 'A' ROOF GOVERIN6. ALL OTHER BUILDING ROOFING 5HALL HAVE MINIMUM GLAS5 'B'. O.G. ORDINANCE NO. 03-003 ROOF HTI NOTE ROOF 5HTG. TO BE 1/2" EXTERIOR GRADE PLYWOOD (32/16) wl 8d 0 6" O.G. BOUNDARIES $ PANEL EDGES, 4 8d a 12" O.G. IN FIELD. U.N.O. THE UNINCORPORATED AREA OF THE COUNTY IS CONSIDERED TO BE A "SPECIAL WIND REGION." ALL ROOF FASTENERS SHALL BE INSTALLED PER MANUFACTURER'S INSTRUCTIONS. ALL FASTENERS TO RESIST WIND LOAD OF NOT LESS THAN 80 MPH O.G. BLD&. ORD. #3869 SEE DETAIL: 15/D-12 ROOFING MANUFACTURER TO PROVIDE SAMPLES OF COLORS AT ..SOB 51TE FOR OWNER AND D.C.A. APPROVAL PRIOR TO ORDERING OF MATERIAL5. PROVIDE 6.1. METAL FLASHING AT ALL ROOF 4 WALL INTERSECTIONS. PROVIDE G.I. METAL FLASHING AT ALL VALLEYS. SEE GENERAL NOTES 4 SPECIFICATIONS FOR ADDITIONAL FRAMING 4 MATERIALS NOTES. ALL RIDGE HEIGHTS ARE TO TOP OF FINISH ROOFING MATERIALS. HATCHING INDICATES "CALIF." ROOF FRAMING. SHADED AREAS INDICATE INTERIOR BEARING WALLS, BEAM5 OR FULL HT. 5HEAR WALLS BELOW. PROVIDE 2x6 KICKERS FROM BEARIN6 POINTS 4 WALLS BELOW TO HIPS, VALLEY5 4 RIDGES ® 45 DEG. ANGLE MIN. A17IG VENT NOTE 658 SQUARE FEET OF ATTIC AREA DIVIDE TOTAL BY 300 PER U.B.C. 2.19 SQUARE FEET OF VENT AREA REOD. W HALF IN THE UPPER Ili AND HALF IN THE LOWER 1/3 OF THE ROOF. MULTIPLY TOTAL BY 144 50. INJSQ. FT. 315.8 SQUARE INCHES OF VENT AREA READ. "SIMPSON" PRODUCTS, VENT MODEL #D24 24" DORMER VENT PROVIDES 120 50. INCHES 3 DORMER VENTS TO BE PROVIDED 560 TOTAL VENT AREA TO BE PROVIDED Q = DORMER VENT A5 5HOINN ON ROOF PLAN PROVIDE "SIMPSON" EAVE/RAFTER VENTS, EA. VENT=3T 50. IN. OF NET FREE VENTILATION. V . Ii V f *y4401�+ �rl��i`�lJc.✓'� ���i`��JS Mr. and MrS. Mendez 21265. Shelton 5t. 5anta Ana, CA 112-701 1 14-444-3053 Z J Q DATE 01-0-1-05 05/2Q/05 REVISIONS 1 BLD6 DEPT .i Qq S DRAWN BY: JD SCALE 1/411= 1'-0" SHEET 5 of 14 r= 8 N C N -0 E 0 <C LO N W LID ci r- LO a 04 I=LOOK SHT'6 NOTE 5/4" EXTERIOR GRADE PLYNOOD FLOOR 5HT'G.f45/24) GLUED w/ RINGSHANK NAILS 0 6" O.G. BOUNDARIES 4 PANEL EDGES 4 ® ID" O.G. FIELD. ROOT= SHTG. NOTE ROOF SHTG, TO BE 1/2" EXTERIOR GRADE PLYNOOD (32/16) W Esd A 6" O.G. BOUNDARIES 4 PANEL EDGES, 4 ed a 12" O.G. IN FIELD. U.N.O. r-RAM I N6 SECTION SRAM I N6 SECTION SECTION NOTES 1. USE "SIMPSON" HANGERS OR APPROVED EQUAL AT JOISTS HANGING FROM BEAMS, AND AT ALL BEAM TO BEAM CONNECTIONS PER PLAN. 2. PROVIDE DOUBLE JOISTS DELON NON -BEARING HALLS AND TRIPLE J015T5 DELON BEARING NALLS U.N.D. ON PLANS. BOND MULTI-J015T5 KITH 2-16d R.S. NAILS o 2411 O.G. ALTERNATE SIDES. 50LID BLOCK DELON HALLS PERPEN- DICULAR TO JOISTS. 3. FIREBLOGK ALL DROPPED AND 5OFFITED CEILINGS, TYPICAL. 4. PROVIDE RAFTER TIES a 48" O.C. IN LOWER 1/5 OF ATTIC SPACE NHERE CEILING J015T5 ARE NOT PARALLEL TO ROOF RAFTERS. 5. ALL FRAMING HARDWARE TO BE 'SIMPSON STRONG TIE INC." OR APPROVED EQUAL. 6. NHERE DBL. TOP PLATES ARE BROKEN OR INTERRUPTED PROVIDE MIN. 116" THK.x 1-1/2" NIDE METAL TIE STRAPS. LAP ALL TOP PLATE SPLICES MIN. 4'-0 -1. PROVIDE FIRE BLOCKING PER U.B.C. SECTION-105.2.1 5. PROVIDE DRAF175TOP5 PER U.B.C. SECTION 706.3.1.1.1 9. PROVIDE BAGKIN6 AT ALL NALL HUNG AND LONER CABINETS. 10. 2x 5TUD5 OVER 61-0" LONG 5UPPORTIN6 RID6E5 HIPS, VALLEYS OR PURLINS TO 13E MIN. 2x6. 11. PROVIDE 6.1. METAL FLASHING AT ALL ROOF AND WALL INTERSECTIONS, AND VALLEYS. 12. REFER TO FRAMING PLANS FOR FRAMING MEMBER SIZES AND LOCATIONS. SECTION Kr:)o NOTES < I PLYNOOD ROOF SHT'G. PER NOTE \/ 2x8 ROOF RAFT R5 AT I6" O.G. PER PLANS 2-2x TOP PLATES < 4 /> R-3O IWWLATION 0 ALL CEILINGS, TYP. 2x 5TUD5 ® 16" O.G. PER STUD 51ZE NOTE ON FRAMING PLAN ' R-15 INSULATION a ALL EXTERIOR HALLS, TYP. t J R-11 INSULATION * ALL INTERIOR HALLS, TYP. `< S ?✓ HEADER PER PLAN < q` 2x R.O. NINDON SILL, TYP. {O 2x OR 5x SOLE PLATE/511-1- PLATE, TYP. 11 FLOOR 5HT'6. PER PLAN 12 R-iq INSULATION a ALL FLOOR J015T BAYS, TYP. I3 BEAM PER PLAN {4 CONCRETE HOUSE FOOTING PER PLAN 15 CONCRETE PORCH STEPS PER PLAN ib 2x FLOOR JOISTS PER PLAN i 2X RAFTER TIES AT 48" 0.0.(MAXJ 4150 Arcadia Ave #50 • A r ♦ : ♦ �n WNWJ/i "` Mr. and W5. Mendez 2126 5. 5heIton 5t. Santa Ana, GA g2y01 '14-444-3055 DATE 01-07-05 APPROVED: 05/2g/05 REVISIONS 1 BLD6 D1=PT DRAWN BY: Jv JOB NO. 06-F5-Mendez SCALE 1/411= 11-011 SHEET of 14 DET-251 NEW X511UP WALL EXIST 2X STUD WALL - ----� 1 w/ 2 MU 11- 7 NEW 2X FLR J5TS W/ 2X BLk 6 PER f EXIST GbNC,CURB 4 FTG EX15T GONG CURB t FT6 p ------------------------ a' o ice' b OQ O . ~ A IL NEW GONG CURB d FT& Yd/ #4 DOHEL5 o TOP BOTT. EMBEDED H/ "EPDXY„ n DET-X341URR 0 hl C N E 0 i3 Q M h- Lo Lo CD 04 -� -,_ � ~ 5TUD5 PER PLAN PLYWD. FLOOR 5HT6. of FLOOR JOIST PER PLAN E.N. A-35 o 161" O.G. i 2- 16d a 16" O.G. 2X J015T PER PLAN LAP $ SPIKE NEW TO EXIST -'--- EPDXY ANCHOR w! 3-16d NAILS PER SCHEDULE W/ SPECIAL z INSPECTION 6RADE�``� EXI5TIN6 FOOTING 1 NEW FLOOR J015T HOOD POST PER PLAN ~— W! 51MP50N P135 HOLDOHN PER PLAN w/ I" STANDOFF Z no aQd oC3� 01 CONCRETE PAD FOOTING w/ STL REINFORGIN6 PER PLAN SHEAR KALL PER PLAN -- EXTEND PLYWD. o/ FLR J5T PER SHEAR SCHEDULE 2X BLKING AT J015T RIM H/ A35 DET-260 5/4" = ! „ SHEAR WALL PER PLAN -- EXTEND PLYWD. o/ CRIPPLE WALL PER SHEAR SCHEDULE WHERE OCCURS. EXTERIOR FIN15H 2X BLOCKING/ --------_ RIM JOIST DOUBLE TOP PLATE G.I . METAL WEEP 5GREED -- FIN15H GRADE . --- 0 f L+; d. 0 _ Q o: a 21 • o� � v PET-12 S HT&. o/ ER PLAN 'LAN DET-I I� 51MP50N "HD" W/ EPDXY BOLTING FOR A.B. 51ZE 4 EMBEDMENT SEE SCHEDULED HOLDDOHN "D" "E" EPDXY TIE RFB HD2A 12" 1-3/4" ET22 RFB#5x16 HD2A 5" 3-3/4" FT22 RF3#axl6 HD5A 12" 1-3/4" ET22 RFB#5xlb HD5A 5" 3-3/4" ET22 jRFB#5xlro V"= EMBEDMENT INTO FOOTING "E"= MIN. EDGE DISTANCE P05T OR MULTI- -- STUDS PER PLAN HD PER PLAN FOR A.B. 51ZE $ EMBEDMENT o SEE SCHEDULED ©14 rill PLYWD. FLOOR 5HTG. o/ /`" FLOOR JOISTS PER PLAN '� 2X CRIPPLE WALL a 16" O.C. T P.T.D.F. SILL W ANCHOR • BOLT PER FOUNDATION PLAN O i ' Illfl� VERTICAL #4 BARS @ 24" 0.0 ALTERNATE BEND ,,r1-#4 BARS CONT. o TOP $ BTM. MODEL -NO. A.B. MIN. EMBEDMENT HD2A 551316 12" MIN. HD5A 55T820 16" MIN. HV&A 55TB28 24" MIN. HDIOA 55T82& 24" MIN. 0 SHEAR WALL PER PLAN — EXTEND PLYHD, o/ RIM J5T PER SHEAR 5GHEDULE EXTERIOR FIN15H 2X BLOCK OR RIM J5T 6.1. METAL WEEP 5GREED - FIN15H GRADE -_ z SHEAR WALL PER PLAN - EXTEND PLYHD RIM J5T PER SHEAR SCHEDULE EXTERIOR FINISH �~ 2X BLOCK 6.1. METAL HEEP 50RFED FINISH GRADE �. STUDS PER PLAN PLYWD. FLOOR SHT6. o/ FLOOR TRU55E5 PER PLAN 2X BLK AT 48" P.T.D.F. 51LL W ANCHOR BOLT PER FOUNDATION PLAN AND A35 AT 24" O.G. z VERTICAL #4 BARS a 24" D.G. ALTERNATE BEND 1-#4 BARS CONT. 9 TOP 4 BTM. STUDS PER PLAN PLYWD. FLOOR 5HT6. o/ FLOOR JOISTS PER PLAN 4150 Arcadia Ave #50 Vista, CA r-1:20a.4 0 Mr. and Mrs. Mendez 2126 S. Shelton St. Santa Ana, GA cl2'10-1 DET-i 14-444-3053 �2X JOIST PER PLAN P.T.D.F. SILL w/ ANCHOR BOLT PER FOUNDATION PLAN AND A55 AT 24" O.G. as VERTICAL #4 BARS a 24" D.C. ALTERNATE BEND 1-#4 BARS CONT. TOP B BTM. o. (Z ■ 2X BLK6 AT JOIST BAYS W/ A35 AT,16" O.G. E.N. j BEAM PER PLAN z_ "SIMPSON" PB z y o F.G. UA 00.. Z Q _ 20" MIN. C DATE 01-0-1-05 APPROVED: DET-114E 1 „ _ i ,-olj 05/2Q/05 REVISIONS I 13LDO DEFT PLYWD. FLOOR 5HTG. o/ FLOOR JOISTS PER PLAN "51MP50i�1" 5Tq BOTH SIDES P05T TO BEAM OR USE PG 2-#4 REBAR EA. WAY TOP DRAWN BY: JD CONC. PAD FT6. JOB NO. DI-05-Mendez SALE AS NOTED SHEET ..� of 14 DE-T-205CG-2 1 NRA ND TRIM E.N. SHEAR NALL PER PLAN DOUBLE SOLE PLATE W 30d NAILING PER S.W. E.N. E.N. NEW SHEAR NALL PLYND ROOF 5HT(5 of RAFTERS PER PLAN "SIMPSON" A35 PER SCHEDULE DBL. TOP PLATE NEW 2x5TUP5 @ lro" O.G, EX15TIN(5 RAFTERS EXISTING TOP PLATE �sw HEAD DRYWALL GA51N6 PER PLAN HEADER PER PLAN I L L L)ET-5p-55 L;E7-205 E.N. PLYND ROOF SHT6v of RAFTERS PEP, PLAN A35 PER "SIMPSON' A35 SCHEDULE PER50HEDULE E.N. DBL. TOP PLATE SHEAR HALL PER PLAN 2x STUDS a 1611 O.G, 2x STUDS 0 16" O.C. SHEAR NALL PER PLAN 2x BLOCKING "SIMPSON" A35 PER5CHEDULE CEILING JOISTS PER PLAN DBL. TOP PLATE 2x5TUD5 a 16" O.C. SHEAR WALL PER PLAN 115IMP50NII A35 SPACING a TOP PLATE, U.N.O. ON PLANS SHEAR NALL # PANEL ONE SIDE PANEL TWO SIDES NONE 3211 O.G. -------------- -- Cl 20" O.G. 105" O.C. 10 W O.C. 1.0110.0. 11 11"O.G. 5.51 O.C. 12 5" O.G. 45" O.G. 1 13 1110.0 O.G. ------------ 14 e, O.G. -------------- cool O O 115IMP50NII A35 SPACING o TOP PLATE, U.N.O. ON PLANS SHEAR NALL # PANEL ONE 51DE PANEL TNO5lVE5 NONE 32" O.G. ------------- 1 201, O.G. 10.5110.0. 10 14" O.C. -1.011 O.C. 11 11,10.0. 5.51, O.C. 12 5110.6, 4.5" O.C. 15 7110.6 O.G. -------------- 14 bit O.G.- -------------- BEVEL TOP FLUSH W J( MAX. 411 ECD. F0. 4P5ON11 5T22 a 320 O.C. 'HOOD ROOF 5HT6. =TER5 PER PLAN "51MP50N" HANGERS C-A-E BEAM PER PLAN PET-555C, 0 DET-X2-MURR " =1I-0 51MP-r- 4X BLKC7 AT POSTS —15H BEAM PER PLAN -IF50NII A-35 a :,H 51DE OF BEAM x TOP PLATES -1P5ON11 A-55 @ EACH ?E OF P05T 0 TOP 4 TTOM 5T PER PLAN LM. MUD51LL PER PLAN NORETE SLAB o/CONGRETE �TIN6 PER PLAN DET-201C, 1-1/2"= 2X BLK'6 K/ A55'5 a lb" O.G. 2X 01-6 JOISTS PER PLAN DOUBLE TOP PLATE PER PLAN SHEAR NALL PER PLAN vq/ SILL 4 EDGE NAILING PER 5HEAR NALL 56HEDULE lbcl NAILS PER LONER SHEAR NALL SHEAR HALL # 5.N. ONE SIDE 5.N. TWO SIDES NONE 101, O.C. -------------- q 61, O.G. 3110.0. 10 5110.6. 2-ROWS a 311 O.C,.** 11 1 311O.C. 2-ROWS @ 2-1/2" 0.0.** 12 2-1/2H O.G. -------------- 13 2--ROWS 0 3" O.G. -------- 14 2-ROWS a 2-1/2" O.G:** I -------------- SHEAR NAILING EXCEPT AS NOTED ON PLAN * NHERE TWO RON5 ARE REQUIRED USE ONE RON ON EACH SIDE OF FLANGE STAGGER NAILS 2X Kl< AT 4S LAP N AND 3 PLYND ROOF 5HT6 of RAFTERS PER PLAN CElL-lN6,JOl5T5 PER PLAN "SIMPSON" A35 PER 5CHEDULE 'LATE .L PER PLAN )"O.C. "SIMPSON" A35 SPACING a TOP PLATE, U.N.O. ON PLANS SHEAR HALL # PANEL ONE 51DE PANEL TWO 51DE-5 NONE 32110.0. Cl 20" O.C. 10.5" O.G. to 14" O.C. TO" O.C. 11 11,10.0. 551, O.G. 12 all O.C. 4.511 O.G. F -15 1" O.C. 1 14 6" O.C. TYPICAL 161111 /C TIrp 0 Mr. and Mre,. Mendez 2126 5. Shelton St. Santa Ana, CA q2'70'7 114-444-5053 DET-255-J DATE 01-0-1-05 APPROVED: C)ET-3 REVISIONS I BLD& DEPT05/:2q/05 H^NC7t=K VtK FLAN DRAWN BY: JD JOB NO. D2-05-RamirazF SCALE AS NOTED SHEET of 14 CET-5552 N,I LEY Z PLAN L5qO -LOCATIONS 5T BELOW AM E 0 q N a N "a E 0 04 Lo Lo C) N 2'x F3LK6. 2 x RAFTER PER PLAN - "SIMPSON' A-35 a OPEN END OF EACH RAFTER HIP TO BE CUT TO PLATES MAX b. I TO FULL DEPTH — .5IMPSON" A-34 a EACH SIDE OF HIP DBL. TOP PLATES 2x STUDS PER PLAN 1/4" X 5" LAG BOLTS IN/ NA51-11FR5 LOCATED 0 EA. END OF STRAP TO 5TUV 2" RI&ID NON-COMBU5TIBLE SPACER E55 HATER HEATER 15 APPROVED A LESSER GLEARANGE FROM L,t./Af3 5T L 5 NON R1610 HATTER CONNECTORS AND FLUE PIPE BEYOND 5 6A. X 5/4" HIDE MIN. PERFORATED STEEL 5T*RAP5 (BRAND IRONS). STRAPS 15 TO HAVE MAX 5/6" HOLES 4 SHALL BE LOCATED 6" TO V' FROM TOP OF HATER HEATER TANK CASE AND 4" MIN. ABV. TANK CONTROLS AT LONER THIRD. CONTROLS ANGLE CLIP EACH LE6 SECURELY To DECK ELEVATION ^ATER" HEATER" ANCHORF414SE II O ---------------------- 2X FRAMED STUD WALL PER PLANS PLYND ROOF SHEATHING OVER 2X ROOF FRAMING PER PLAN COMPOSITION ROOF 5HIN&LES OVER HEATHER PROOF BARRIER AND ROOF 5HT6 6.1. GUTTER KITH DRIP FD6r-/FLA5HIN(5 AND COUNTER FLASH 2X FA5GIA E30AFZD PER ELEV. — I X2 REDWOOD STUCCO STOP EXTERIOR 7/8" MIN. STUCCO FINISH OVER EXTERIOR GRADE V BUILDIN6 PAPER AND EXTERIOR 6RAVE PLYND 5HT6 PER PLAN 0 NOTE: INSTALL ROOF TILE AS PER MANUFACTURER PUBLISHED INSTRUCTION. DET-B-5 I 'S ROOF DE K CROSSING, FOR HEll- FELT UNDERLAYME t�. -vE HIPS 51 X/ 6" OVERLAP AT F GOVERAC 2" MIN. HEAD LAP 6" MIN EN 0 G.R. METAL 510 . . . . . . . . . . DRIP EDGE OVER FELT FLASHING V41 DRIP EDGE ROOFING NAILS SAVE METAL El 518" OVERHANG AT SAVE UNDER FELT LOW SLOPE 5:12 TO LESS THAN 4:12 APPLICATION NOTES: 1. PER ROOF MANUFACTURE SPECIFICATIONS. 2. MINIMUM 2-LAYER OF A5TM 30# FELT C,4) NRA 4511 NDN TRIM 5TUGr-.o E31TUTHEN] 2 x TRIM 5TUGGO 6.1. FLA5 WRAP BITUTHENE o/HEAD, JAMB, SILL TO IN5IDE FACE OF 5TUD5 JAMB HEAD DRYWALL CA5IN6 PER PLAN HEADER PER PLAN I L L 4 HEAD DRYWALL GANNO PER DETAIL: HEADER PER PLAN 0 \xx ' X EXTERIOR FINISH PER ELEVATIONS 6.1. METAL WEEP SCREED FIN15H 6RADE + A �OMIN&UEZ PESI&NIB 4150 Arcadia Ave #50 Vieto, CA 41208.4 RIDGE CAP, APPLY PER MANUF. INSTRUCTIONS GOMPO.5HIN&LE ROOF, INSTALL PER MANUF. INSTRUCTIONS 30# ROOF FELT OVER ELA5TOMERIG UNDERLAYMENT UNDERLAYMFNT TO LAP RIDGE RIDGE BOARD. PRIOR TO RIDC ROOF SHEATIN6 PER STRUCTURAL GALG DHC75. ROOF FRAMING PER STRUCTURAL GALG $ PH65. AC)C)RESSI Mr. and Mrs. Mendez 2126 5. Shelton St. Santa Ana, CA q2-70"7 -114-444-5053 GOMPO. SHINGLE ROOF MATERIAL, INSTALL PER MANUF. INSTRUCTIONS CORROSION RF515TANT VALLEY FLASHING WITH III STANDING SEAM AND 1/2It HEMMED EDGE. NOTE: DO NOT PENETRATE FLASHING. 30# ROOF FELT OVER ELA5TOMERIG UNDERLAYMENT UNDERLAYMFNT TO LAP VALLEY FLASHING. 5EGUREVALLFY FLA5HIN6 WITH CLEATS AT 241, O.G. PROVIDE 36" HIDE CONTINUOUS SWEAT SHEET UNDER VALLEY PAN. ROOF SHPATING, PER STRUCTURAL GALG. 4 DH65. ROOF FRAMING PER STRUCTURAL GALG. $ ON65. 2x STUDS 0161, O.C. INTERIOR FIN15H 2x P.T.D.F. 5ILL Pq/ ANCHOR BOLT PER FOUNDATION PLAN W MIN. I" EMBED. INTO FT6. CONCRETE SLAB PER FOUNDATION PLAN lrX DATE 01-0-T-05 CIET-131 APPROVED: REVISIONS I BLD& DEPT05/2q/05 DRAWN BY: JD JOB NO. D3-D5-Mendez SCALE AS NOTED SHEET 5Qf 14 CFRTIFICA.TE OF COMPLIANCE: RESIDENTIAL Page 1 C.'F-1R Project `1'itle.......... MENDFZ ADDITION Date..07/15/05 13:26:03 Project Address........ 2126 S. SHELTON STREET **** ** ------ v----------- SANTA ANA, CA. 92707 *v6.01* Documentation Author... Terry Statum ******* Building PerE1-E__ Aero Energy 15434 Shelton Dr. Plan C er_ T;at-e Lake Mathews, CA 92570 951-776-4140 _ Field Checkj,--Dame Climate Zone....,...... 08 Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Tnc. MICROPAS6 v6.01 File-MENDZADD Wth-CTZ08S92. Program. -FORM C:F 1 R t7ser4-MP1751 User-Aero Energy Run-MENDFZ ADDITION --------------------------------------------------------------------- GENERAT, INFORMATION ------------------- Conditioned Floor Area..... 658 sf Building Type .............. Single Family Detached Construction Type ......... Addition Alone Building Front Orientation. Front Facing 0 deg (N) Number of Dwelling Units... 1 Number of Stories... ...... 1 Floor Construction Type.... Raised Floor Glazing Percentage......... 14.2 a of floor area Average Glazing U-factor... 0.4 Btu/hr-sf-F Average Glazing SHGC....... 0.4 .Average Ceiling Height..... 8 ft BUILDING SHELL INSULATION ------------------------- Component Frame Cavity Sheathing Total Assembly Type Typo R-value R-value R-value U-factor Location/Comments ------------------------------- ------------------------- -------------------- Wall n/a R 13 R-n/a R-13 0.068 Left 2x4 Wall Back 2x4 Wa l 1. Right 2x4 Wall Roof n/a R-30 R-n/a R-30 0.031 Vented Attic 'loor n/a R-19 -n/a RA19 0.037 0/Crawl Spare FENESTRATION Ov'e r.- - Area U- Interior Exterior hang/ Orientation (sf) Factor SHGC Shading Shading Fins Window Left (E) 25.0 0.400 0.400 Standard Standard Yes Window Left (E) 7.5 0.400 0.400 Standard Standard Yes Window Back (S) 20.0 0.400 0.400 Standard Standard Yes Window Back (S) 16.0 0.400 0.400 Standard Standard Yes Window Right (W) 16.0 0.400 0.400 Standard Standard Yes Wif1 ow Right. (WI) 9.0 0.400 0.400 Standard Standard V'es CERTIFICATE OF COMPLIANCE: RESIDENTIAL, Page 2 CF-IR Project Title.......... MENDFZ ADDITION Date..07/15/05 13:26:03 MICROPAS6 v6.01 File-MENDZADD WLh-CTZ08S92 Program -FORM C_-IP -_--User#_MP1751 User-Aero Energy Run-MENDFZ ADDITION HVACSYSTEMS - Refrigerant Tested ACCA Equipment Minimum Charge and Duct Duct DucI: Manua]. Thermostat Type Efficiency Airflow Location ------- - R-'value Leakage D Type Gas ----------- 0.800 AFUE n/a Attic R-4.2 No No Setback ACsplit 10.00 SEER No Attic R-4.2 No No Setback 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 wth overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that: is varied is indicated in the Special FeaLures Modeling Assumptions section. DESIGNER or OWNER DOCUMENTATION AUTHOR Name.... JIM DOMINGUEZ Name.... Terry Statum otttpany. DOMINGUEZ DESIGNS Company. Aero Energy Address. 950 ARCADI:A AVE., #50 Address. 15434 Shelton Dr. VISTA, CA. 92084 Lake Mathews, CA 92570 Phone... 760-727-6065 Phone... 951-776-4 40 License. �---- i-%�-b� Signed . Signed. , ��- `,-#f=~wda tel r e ENFORCEMENT AGENCY Name. _.. Title.. - Agency.. Phone. Signed.. ate 40 ** SUMMARY SHEET ** r M ; Mrs.R- ♦ ; 2126 S. Shelton Street Santa Ana, Ca. Room Addition/Remodel Wall Insulation: R-13 in All New Construction Ceiling Insulation: R-30 in All New Construction Raised Floor Insulation: R-19 in All New Construction Slab Edge Insulation: None Glazing Type: All New glass is DUAL. PANE. (See Notes) Shading Devices: No shading devices required. Hard Surface Flouring: None Required Minimum Furnace AFUE: 80% AFUE For New Furnace Minimum Heating Capacity: 9,996 Btu/Hr Minimum A/C SEER: 10.0 SEER For New A/C A/C Tonnage: 3.5 Tons (Min.Sens.= 12,932 Btu/Hr) Duct Insulation: R-4.2 (Duct Leakage Test IS NOT Required) Note(s): 1) All new windows and glass doors will have vinyl, wood or fiberglass frames with a NFRC U-factor of .40 or less and a SHGC of .40 or less with high performance Low-E glass. 2) A new HVAC system will be installed for the entire house. EQUIPMENT SCHEDULE PROJECT : MR.. & MRS . MENDEZ 2126 S. SHELTON STREET S.ANTA. ANA , CA. . HEATING: CARRIER'. CO. FURNACE #58RAV07012 56,000 BTU/ HR OUTPUT, 8 0. 0% AFUE COOLING: CARRIER CO. CONDENSER #38CKC042 10.0 SEER, 3.5 TONS NOTE: EQUIPMENT IS FOR BIDDING PURPOSES. FINAL, EQUIPMENT SELECTION AND SIZING IS THE RESPONSIBILITY OF THB INSTALLING H.V.A.C. CONTRACTOR. Planning & Building Agency Building Safety Division 20 Civic Center Plaza P.O. Box 1988 (M49) Santa Ana, CA 92702 (714) 647-5800 Project Plan Check No: ADDENDUM TO: Title 24 Energy Efficiency Regulations CERTIFICATE OF COMPLIANCE FORM Project Address: - Suite f1o. THIS FORM IS • BE COMPLETED! ENERGY PLAN CHECK CONSULTANT OTHER THANi ER/DOCUMENTATION AUTHOR. I have reviewed the calculations and drawings for the above project and find both to be in compliance with the Energy Efficiency Standards and Administrative Requirements of the California Code of Regulations, Title 24, Parts 1 and 6. 1 understand that this review was performed as a representative for the enforcement agency, The City of Santa Ana Building Safety Division. Signature: Print Name: Company Name: Company Address: Date. Title: DE5GRIPTION DESIGNER ENFORGEMENT BUILDING ENVELOPE MEA5URE5 I50(o): MINIMUM R-111 CEILING INSULATION 150(b): LOOSE FILL. INSULATION MANUFAGTURER'S LABELED R-VALUE. � 150(c.): MINIMUM R-15 WALL. IN5UL ATION IN FRAMED 1NALL5 (DOES NOT APPLY TO EXTERIOR MA55 WALL5). 150(d): MINIMUM R-13 RAISED FLOOR INSULATION IN FRAMED FLOORS: MINIMUM R-E5 IN GONCRETE RAISED FLOORS 150(I): SLAB EDGE IN5ULATION-WATER ABSORPTION RATE NO GREATER THAN 0.3%, WATER VAPOR TRANSMISSION RATE NO N/A GREATER THAN 2.0 PERM/INGH EI£3 INSULATION SPECIFIED OR. INSTALLED MEETS GALIFORNIA ENERGY QUALITY" STANDARDS. INDICATE TYPE AND FORM I ECG-7: FENESTRATION PRODUCTS, EXTERIOR DOORS AND INFILTRATION/ EXFILTRATION GONTROL5 a. DOOS AND WINDOWS BETWEEN CONDITIONED AND UNGONDITIONED SPACES DE5I6,NED TO LIMIT AIR LEAKAGE. b. MANUFACTURED FENESTRATION PRODUCTS HAVE LABEL WITH CERTIFIED U-VALVE, AND INFILTRATION CERTIFICATION. t . EXTERIOR DOORS AND WINDOWS WEATHER5TRIPPED; ALL. JOINT5 AND PENETRATIONS GAULKED AND SEALED. 150(g): VAPOR BARRIERS MANDATORY IN CLIMATE ZONES 14 4 16 � ONLY I50(f): 5PEGIAL INFILTRATION BARRIER INSTALLED TO GOMPLY WITH N/A 151 MEETS COMMISSION QUALITY STANDARDS 150(e): INSTALLATION OF FIREPLAGES, DEGORATIVE 6,A5 APPLIANCES AND GAS LOGS 1, MASONRY AND FAGTORY-BUILT FIR.EPLACE5 HAVE: o. GLOSEABLE METAL OR GLASS DOOR �K b. OUTSIDE AIR INTAKE WITH DAMPER AND GONTROL G. FLUE DAMPER AND GONTROL 2. NO GONTINUOU5 BURNING GAS PILOTS ALLOWED. SPAGE GONDITIONING, WATER HEATING � PLUMBING SYSTEM MEASURES 110-I3 HVAG EQUIPMENT, WATER HEATERS, 5HOWERHEAD5 AND FAUCETS CERTIFIED BY THE GOMMI5510N. 1500): SETBAGK THERMOSTAT ON ALL APPLICABLE HEATING SYSTEMS 150(j): PIPE TANK INSULATION 1. INDIRECT HOT WATER TANKS (E.G., UNFIRED STORAGE TANKS OR BACKUP SOLAR HOT WATER TANKS) HAVE INSULATION BLANKET (R-12 OR GREATER) OR COMBINED INTERIOR/EXTERIOR INSULATION (R-16 OR GREATER) 2. FIRST 5 FEET OF PIPES GL05ET TO WATER HEATER TANK, NON- REGIRCULATING 5YSTEMS, INSULATED (R-4 OR GREATER) 3. ALL BURIED OR EXPOSED PIPING INSULATED IN REGIRGULATING 5ECTION5 OF HOT WATER SYSTEM 4. GOOLING SYSTEM PIPIN& BELOW 55 DEGREE f INSULATED. 5, PIPING INSULATED BETWEEN HEATING SOURGE AND INDIRECT HOT WATER- TANK, 150(m): DUGT5 AND FANS I. DUCTS GONSTRUCTED, INSTALLED AND SEALED TO COMPLY WITH UMC 5EGTION5 1002 AND 1004; DUGT5 INSULATED TO A MINIMUM INSTALLEDVALUE OF R-4.2 OR DUGT5 ENGL05ED ENTIRELY WITH- IN CONDITIONED SPAGE, 2. EXHAUST FAN 5Y5TEMS HAVE BAGKDRAFT OR AUTOMATIC DAMPERS 3. GRAVITY VENTILATING SYSTEMS SERVING GONDITIONED SP/ GE HAVE EITHER AUTOMATIC, OR READILY AGCE551BLE, MANUALLY OPERATED DAMPERS. LIGHTING MEASURES 150(k)I: LUMINARIES FOR GENERAL LIGHTING IN KITCHENS SHALL HAVE LAMPS WITH AN EFFIGIENGY OF 40 LUMENS/WATT OR GREATER. THE GENERAL LIGHTING SHALLBE GONTROLLED BY A SWITCH ON A READILY AGGE55ABLE CONTROL PANEL AT A KITCHEN ENTRANCE. 15O(k)2: ROOMS WITH A SHOWER OR BATHTUB MUST HAVE AT LEAST ONE LUMINAIRE WITH LAMPS WITH AN EFFIGIENGY OF 40 LUMEN5/WATT OR GREATER SWITCHED AT THE ENTRANCE TO THE ROOM, OR AN ALTERNATIVE TO THIS REQUIREMENT ALLOWED IN 150(K)2. 114: POOL AND SPA HEATING SYSTEMS AND EOUIPMENT 1. SYSTEM 15 CERTIFIED WITH -7G'J% THERMAL EFFICIENGY, ON -OFF SWITCH, WEATHERPROOF OPERATING INBTRUGTIONS, NO ELECTRIC RESISTANGE HEATING AND NO PILOT LIGHT. 2, SYSTEM 15 INSTALLED WITH: a. AT LEAST 3b" PIPE BETWEEN FILTER AND HEATER FOR FUTURE SOLAR HEATING. b. GOVER FOR OUTDOOR POOL5 OR OUTDOOR SPA. 3. POOL SYSTEM HAS DIRECTIONAL INLETS AND A CIRCULATION � PUMP TIME SWITCH. 115: GAS -FIRED GENERAL FURNANGE, POOL HEATER, SPA HEATER OR HOUSEHOLD GOOKING APPLIANCE HAVE NO GONTINUOUSLY BURNING THE BUILDER SHALL PROVIDE THE ORIGINAL OCGUPANT A LIST OF THE HEATING, COOLING, WATER HEATING, AND LIGHTING SYSTEMS, AND GONSERVATION OR SOLAR. DEVICE INSTALLED IN THE BUILDING AND INSTRUGTIONS ON HOW TO USE THEM EFFICIENTLY. AFTER INSTALLING INSULATION, THE INSTALLER SHALL POST IN A CONSPICUOUS LOGATION IN THE BUILDING A GERTIFICATE 516,NED BY THE INSTALLER AND BUILDER STATING THAT THE INSTALLATION GONFORMS WITH THE REOUIREMENT5 OF TITLE 24, PART 2, GHAPTER 2-55, AND THAT THE MATERIALS INSTALLED CONFORM WITH THE REOUIRiEMENTS OF TITLE 20, GHAPTER 2. THE CERTIFIGATE SHALL STATE THE MANUFAGTURER'S NAME AND MATERIAL IDENTIFIGATION, THE INSTALLED R-VALUE, AND THE WEIGHT PER SQUARE FOOT. i I I 4150 ♦ ♦• Vi5to, CA • i .. +irr .. s .. OPNNFER J05 At%;�RF.55 Mr. and Mrs. Mendez 2126 5. 5helton 5t. Santa Ana, GA a2-70-7 '114-444-3053 DATE 01-01-05 APPROVED: 05/2a/05 REVISIONS I BLDC7 DEPT DRAWN BY: JD JOB NO, El-T24-Ramirez SCALE 1/411= 1'-0" SHEET El of 14 _ r a 'fj IX ' x 'x x/ A x r m � x x -\x/. yl -n C) �X' IT NEN COMPO. SHINGLE ROOFING AVER. 3-LAVERS 30# ROOFING PAPER, MATCH EXIST. 12 4 LL111 NEV4 1/5" TYP. STUCCO FINISH OVER GRADE V BUILDING PAPER MATCH EXISTING PROVIDE 6.1. METAL WEEP SCREED E 0 0 E 0 vt 0- 00 C14 6 77 04 LID 0 0 (N 00 14 qe'o' sa NEN 2X FASCI MATCH EXI-ST:- 2X TRIM SURR. W TYP. STUCCO OVER NEW OOMPO. SHINGLE -ROOFING OVER 5-LAVER-5 50# ROOf9N(5 -�iPER, MATCH EXIST. 2X TRIM 5URR. 1.11TYP,S-Tl il— GIn OVER GOMPO SHINGLE _,-I RE1/15E&A-TZA&E PLATE HT PER EXISTING CONDITION - - - - - - - - - - - - - - - - - - FINISH GRADE PROVIDE (9.1. MET WEEP SCREED 12 4 MATGH r- NEP4 2X FASCIA BI;2,0 q V I C�T MATCH EXIST. V-3 STUCCO FINISH OVER GRAVE V -- BUILDING PAPER MATCH EXISTING 11 1 1 T 4 w 12 4 NEW COHIN61-15 ROOFING 0\/EFZ---.- 3-LAVER5 50# ROOFING PAPER, MATCH EXIST. NEW 118" TYP. 51LIC60 FINISH OVER CRAVE V BUILDING PAPER MATCH EXISTING L 2x TRIM SURR. h/ TYP. 5TUG60 OVER FINISH GRADE REVISE GARAG E PLATE H PER EXISTING GONEIT10N, PA, 4 MATGH FASCIA _D NEN 2X FASCIA 5RD MATCH EXIST. 170MIN6UEZ ::)ESl6N5 4150 Arcadio Ave #50 CA 0=a4 PH: ("7(00) "T2&-&0&5 O�NNER/JOR Al;IMEBS Mr. and Mm Mendez 2126 5.5helton5t. 5onta Ana, CA q2-701 714-444-3053 ul md% z REAR ELMVATION > Z"k-p- lu LAJ",�JRMNIG DIV" S ""'13,14 NrfATTE! DATE APPROVED: 05/2ct/05 REVISIONS 13LDCV DEPT 1,P- -2a-05 Vi 0'- domdznz.com 12 4"w" 4 EXIST. L--LJALLL� EXIST. -1/8- TYP. STUCCO FINISH � EXIST. 2X FASCIA z) 4. U DRAWN BY: JP JOB NO, 05-EW-Mendez SCALE 1/411= 1'-0" muY SHEET of 14