Loading...
HomeMy WebLinkAbout10148212.pdfELECMCAL ALL WORK SHALL BE IN FULL ACCORDANCE WITH ALL CODES, RULES AND REGULATIONS OF GOVERNING AGENCIES AND SHALL COMPLY WITH THE REQUIREMENTS OF THE SERVING POWER AND TELEPHONE COMPANIES. THE CONTRACTOR SHALL VERIFY AVAILABILITY OF SERVICES AND DETERMINE ACTUAL DETAILS PERTAINING TO EXACT LOCATIONS AND REQUIREMENT5. CONTRACTOR SHALL NOTIFY POWER AND TELEPHONE SERVING UTILITY COMPANIES OF THE ESTIMATED DATE WHEN SERVICE SHALL BE DESIRED. THE ELECTRICAL CONTRACTOR SHALL PROVIDE SINGLE LINE DIAGRAM, PANEL SCHEDULES AND LOAD CALCULATIONS FOR FLEGTRIGAL SYSTEMS. PROVIDE G,F,G,I. AT EXTERIOR OUTLETS LOCATED IN BATHS AND AS NOTED EL5ENHERE IN KITCHEN, OUTLET5 IN VALL5 a KITCHEN COUNTERS SHALL BE INSTALLED 50 THAT NO POINT ALONG THE WALL LINE IS MOP THAN 24" FROM A RECEPTACLE MEASURED HORIZONTALLY FORM ONE OUTLET TO ANOTHER. 15LAND 4 PENINSULAR COUNTER TOPS REQUIRE AT LEAST ONE RECEPTACLE FOR EACH FOUR FEET OF COUNTER TOP WHERE THE COUNTER TOP 15 12" WIDE. ELECTRICAL OUTLETS IN HABITABLE ROOMS SHALL BE SPACED 50 THAT NO POINT ALONG THE HALL 15 MORE THAN 51X FEET HORIZONTALLY FROM AN OUTLET IN THAT WALL, INCLUDING ANY HALL OF THO FEET OR MORE. MAJOR OPENING, REGEPTAGLE5 IN KITCHEN AND BATHROOMS SHALL BE INSTALLED ABOVE HORKTOP, EXCEPT TH05E REQUIRED AT SPECIFIC LOCATIONS FOR APPLIANCES. RECEPTACLES OTHER THAN NOTED ABOVE SHALL BE INSTALLED VERTICALLY AT 12" ABOVE FLOOR, UNLE55 GALLED OUT OTHERWISE ON THE PLANS. NALL 5HIT01-1E5 TO BE 42" ABOVE THE FLOOR. ALL RECEPTACLES SHALL BE GROUNDED TYPE. INSTALL EXTERIOR LIGHT FIXTURES AT 84" ABOVE FINISHED FLOOR (AT 5IDE5 AND REAR) OR ABOVE HEADER. INSTALL DECORATIVE LIGHTS AT T8" ABOVE FIN15HED FLOOR AT ENTRY DOORS AND OTHER FRONT ELEVATION LOCATIONS. HALL 5HITGHE5 CONNECTED TO DUPLEX OUTLETS SHALL OPERATE TOP RECEPTACLE ONLY ON EACH OUTLET. OUTLET FOR MIGROHAVE OVEN TO BE ON SEPARATE CIRCUIT. ALL EQUIPMENT INSTALLED OUTDOORS AND EXPOSED TO HEATHER SHALL BE HEATHER PROOF. FLUMBIN6 AND MECHANICAL ALL NORK SHALL BE IN FULL ACCORDANCE HITH ALL CODES, RULES AND REGULATIONS OF GOVERNING AGENCIES. WATER LINES UNDER SLABS SHALL BE TYPE 'L' COPPER, ABOVE SLABS SHALL BE TYPE 'M% HATER CLOSETS SHALL HAVE MIN. 30" SIDE t 24" FRONT CLEARANCE. LON FLON TOILET (1.6 GAi ✓FLU5H), 5HONER HEAD (2.5 GPM) 4 FAUCET (2.2 GPM) SHALL BE INSTALLED, DWELLING SHALL PROVIDE MINIMUM HEATING FACILITIES CAPABLE OF MAINTAINING A ROOM TEMPERATURE OF'101 F AT A POINTE OF 3 FEET ABOVE THE FLOOR IN ALL HABITABLE ROOMS PAU COMPARTMENTS SHALL BE 12" HIDER THAN THE PAU HITH MINIMUM 31' CLEARANCE AT SIDES, BACK AND TOP AND 6" IN FRONT. GIRCULATNG AIR SUPPLY OPENIN65 AND DUCTS SHALL BE MINIMUM 200 SQUARE INGHE5 OR MINIMUM 2 SQUARE INCHES PER 1000 BTUH HITH HALF IN THE UPPER 12" OF THE COMPARTMENT AND HALF NOT MORE THAN THE 12" ABOVE THE BASE OF THE FA). SEPARATE DUCTS TO OUTSIDE AIR OR VENTILATED ATTIC AND LONER COMBUSTION AIR SUPPLY. VENT EXHAUST THROUGH ROOF. PROVIDE A PRESSURE -TEMPERATURE RELIEF VALVE FOR HATER HEATERS HITH A GRAVITY DRAIN TO THE OUTSIDE TERMINATING b" ABOVE GRADE POINTING DOHN. PROVIDE COMBUSTION AIR TO HATER HEATER COMPARTMENTS IN ACCORDANCE H1TH THE REQUIREMENT5 FOR FAU'S, EXCEPT MINIMUM OF ONE SQUARE INCH PER IO00 BTUH AND lOO SQUARE INCH. VENT EXHAUST THROUGH ROOF. FAU'5 OR H.H,'5 INSTALLED IN GARAGES SHALL BE ON MINIMUM 18" HIGH PLATFORMS. PROVIDE LATERAL SEISMIC STRAP AT TOP 4 BOTTOM OF HATER HEATER. HATER HEATER TO HAVE EXTERNAL BLANKET R-12 OR GREATER. HOT HATER INLET AND OUTLET PIPE INSULATED EXTERNALLY HRAPPED HITH R-3 OR GREATER (FIRST FIVE FEET IN UNCONDITIONED SPACE). ALL EXHAUST FAN SYSTEMS SHALL BE PROVIDED HITH BACK DRAFT DAMPERS INCLUDING RANGE HOOD EXHAUST FAN. TUBS AND SHOVERS SHALL HAVE 50LID CONNECTION ON HASTE, OVERFLOW AND TRAP. PROVIDE PERMANENT TYPE BAGKFLOH PREVENTER AT ALL H05E BOBS. GALVANIZED OR PVC HATER PIPE SHALL NOT BE USED IN ANY CASE. USE CA5T IRON HASTE LINES FROM SECOND FLOOR TO GROUND FLOOR. AB5 4 PVG INSTALLATIONS ARE LIMITED TO RE5IDENTIAL CONSTRUCTION NOT MORE THAN THO STORIES IN HEIGHT PER UPG 5EG. 701,1. USE CAST IRON THROUGHOUT. BREAK ALL VENT PIPES BEHIND MAIN RIDGE NHERE POSSIBLE. 1'INISHES ALL LATH 4 PLASTERING SHALL GONFORM TO CHAPTER 25. PROVIDE STUCCO BASE SCREED PER UBG SEC. 2506.5 5HOHER WALLS OVER BATH TUBS SHALL BE OF APPROVED NONA55ORBENT WATERPROOF MATERIAL TO A MIN, HEIGHT OF 51X FEET ABOVE THE FLOOR, VAIN5COT SHALL AL50 EXTEND A FULL 4" BEYOND THE FACE OF THE SHOHER PAN, SEE PLANS FOR MATERIAL AND EXACT HEIGHT. TUBS AND SHOWERS HITH TILE FINI5HE5 SHALL BESET IN MORTAR BED OVER METAL LATH. ALL EXPOSED GYP, BOARD SHALL HAVE METAL EDGE5, NAIL 5/8" GYP. BOARD HITH 6d COOLER NAILS, t 1/2' GYP. BOARD WITH 5d COOLER NAILS ® MIN. -7" O.G. EDGES AND FIELD. (UBG TABLE 25-H AND TABLE 25-6). ALL GYP. BOARD AND CORNER BEAD NAILING TO BE INSPECTED AND APPROVED PRIOR TO TAPING. G.I. FLASH AND CAULK HOOD BEAM t OUTLOOKER FRAMING PROJECTIONS e EXTERIOR HALL5 OR ROOF SURFACES. DRYWALL, DRYWALL NAILING SHALL BE PER UBG SEC, 2511, 2504, 2512 AND 2513 SHALL BE INSPECTED PRIOR TO TAPING AND SPACKLING, INTERIOR HALLS SHALL BE COVERED WITH ONE LAYER GYPSUM HALL BOARD, NAILED DIRECTLY TO STUDS AND JOISTS, HITH ALL SEAMS TAPED AND FILLED FLUSH WITH APPROVED JOINT COMPOUND IN ACCORDANCE WITH THE MANUFACTURER15 SPECIFICATIONS. ALL NAIL - HEADS SHALL BE DIMPLED AND 5PACKLED FLUSH HITH COMPOUND. CEILINGS, EXCEPT FOR ENAMELED SURFACES, SHALL BE TEXTURED PER FIN. SCHEDULE. HHERE INDICATED ON PLANS, AT ALL DIVISION HALLS AND CEILINGS, INSTALL ONE LAYER OF 5/5" TYPE 'X' GYPSUM WALL BOARD. PROVIDE I -LAYER 5/8" TYPE 'X' GYPSUM HALLBOARD o ALL ENCLOSED USEABLE SPACE BELOW STAIRS, AND ALL SURFACES ON THE INTERIOR SIDE OF ALL LAUNDRY CHUTES, DUMBNAITERS AND ELEVATOR SHAFTS. DOORS $ WINDOAS ALL GLASS 4 GLAZING TO CONFORM TO UBG CHAPTER 244 26. ALL SLIDING GLASS DOORS SHALL CONFORM TO UBG SEC. 2406.4(2). PROVIDE TEMPERED GLA55 IN THE FOLLOWING HAZARDOUS LOCATIONS PER UBG 5EG. 2406.4. GLAZING IN INGRE55 AND EGRESS DOOR5 EXCEPT JALOU51E5. GLAZING IN FIXED AND 5LIDIN6 PANELS OF SLIDING DOOR A55EMBLIES AND PANELS IN SWINGING DOORS OTHER THAN WARDROBE DOORS, GLAZING INSTORM DOORS GLAZING IN ALL UNFRAMED 5HINGING DOORS GLAZING IN DOORS AND ENCL05URE5 FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS AND 5HONER5, GLAZING IN ANY PORTION OF WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING 15 LESS THAN 60" ABOVE A STANDING SURFACE AND DRAIN INLET. GLAZING IN FIXED OR OPERABLE PANELS ADJACENT TO A DOOR WHERE THE NEAREST EXPOSED EDGE OF THE GLAZING 15 NITHIN A 24" ARC, OF EITHER VERTICAL EDGE OF THE DOOR IN A CLOSED P051TION AND WHERE THE BOTTOM VERTICAL EDGE OF THE GLAZING 15 LESS THAN 60" ABOVE THE WALKING SURFACE. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL THAT MEETS ALL OF THE FOLLOWING CONDITIONS: EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN cl 50. FT.. EXP05ED BOTTOM EDGE LE55 THAN 18" ABOVE THE FLOOR. EXPOSED TOP EDGE GREATER THAN 36" ABOVE THE FLOOR. ONE OR MORE WALKING SURFACES WITHIN 36" HORIZONTALLY OF THE GLAZING. GLAZING IN RAILINGS REGARDLESS OF HEIGHT ABOVE WALKING SURFACE. SAFETY GLAZING 15 REQUIRED AT WARDROBE DOOR. w/ MIRRORS, UBG. SEC. 24065 ALL E56APE OR RESCUE HINDOY,6 FROM SLEEPING ROOMS BELOW FOURTH FLOOR SHALL HAVE A MINIMUM NET CLEAR OPERABLE AREA OF 5.1 50. FEET MIN. NET CLEAR HEIGHT DIMENSION SHALL BE 24 INCHES. HINPON5 PROVIDED A5 A MEANS Or - ESCAPE OR RESCUE SHALL HAVE A FINISHED SILL HEIGHT NOT MORE THAN 44 INCHES ABOVE THE FLOOR, HINDON MANUFACTURERS AND HINDOW INSTALLERS SHALL VERITY THAT THESE REQUIREMENT5 ARE MET. UBG SEC. 310.4. SILL BOt-TINE A. INTERIOR NONBEARING HALLS: "RAM5ET" 1/4" DIA. SHOT PINS I.C.B.O. # 16361 OR APPROVED EQUAL W MIN. 1-1/2" EMBED. INTO GONG. a 36" O.G. MAX. W 5" MIN. 4 q" MAX, FROM ENDS OF PLATE. SEE FOUNDATION PLAN FOR LOCATIONS, B. INTERIOR BEARING AALL5: "RAM5ET" 1/4" DIA. SHOT PINS I.G.B.O. # 163ci OR APPROVED EQUAL w! MIN. 1-1/2" EMBED. INTO GONG. a 24" O.C. MAX. w/ 5" MIN. 4 q" MAX, FROM ENDS OF PLATE, SEE FOUNDATION PLAN FOR LOCATIONS. G. EXTERIOR HALL5: 5/6" DIA. ANCHOR BOLT5 w/ MIN, I" EMBED. INTO FOOTING a 6'-0" O.C., MAXIMUM EXCEPT AS NOTED ON FOUNDATION PLAN, MAX. 12" FROM CORNERS AND DOORS. SEE FOUNDATION PLAN FOR SPACING @ SHEAR WALLS, LIGHTWEIGHT CONCRETE SHALL COMPLY WITH CONDITIONS OF I.G.B.O. RESEARCH REPORT #138i OR #2140 OR OTHER LG.B.O. APPROVAL. ELECTRICAL GROUND, EXTEND ONE REINFORCING BAR UP 15" ABOVE CONCRETE AT ELECTRICAL PANEL LOCATION, MIN. LENGTH 20 FT. (UFER GROUND PER N.E.C. ARTICLE 250-61(G) 4 250—cW. SHEET METAL PROVIDE 28 GA. CORROSION RE515TANT FLASHING AND COUNTER FLASHING AT ALL ROOF AND HALL INTERSECTIONS. PROVIDE G.I. DIVERTER5 AT ALL EXT, DOORAAY5, PROVIDE 25 GA. G.I. KEEP SCREED AS REQUIRED BY UBG 250b.5. ALL PENETRATIONS THROUGH ONE HOUR FIRE RATED PARTITIONS SHALL BE MADE HITH NOT LE55 THAN 28 GA. G.I. METAL SEALED AT EDGES. PROVIDE MIN, 28 GA. GALV. IRON VALLEY FLASHING OVER ONE LAYER OF I5# FELT PER UBG SEC. 1508 4 I50q. THE CENTER OF ANY FLASHING FOR THROUGH ROOF VENTS, AND ALL ELECTRICAL SERVICE CONNECTIONS SHALL NOT BE LESS THAN 12" FROM ANY VALLEY FLASHING. ROOrINS RAFTER TIES SHALL BE IMMEDIATELY ABOVE CEILING JOIST5 a 48" O.G. HHERE CEILING JOISTS ARE NOT PARALLEL TO RAFTERS. PROVIDE TIES PERPENDICULAR TO CEILING J015T5 0 HIP 4 DUTCH GABLE ROOFS. BUILT-UP ROOF... 2:12 OR 6REATER.000# CRUSHED ROCK PER50,, 3-150 A,5, FELT. HOT MOPPED, OVER 5/8' T 4 G EXT. GRADE PLYWOOD (32/16) 5HT'G. 15-G LE55 THAN 2, 12.300# CRUSHED ROCK PER 50., 3-15# A.S. FELT, HOT MOPPED OVER 5/8" TOG EXT. GRADE PLYWOOD (32.16) SHT'G. (OR PER ROOF PLAN) PER TABLE I5-E, TABLE 15-F AND IS-G USE CONT. 26 GA, G.I. GRAVEL STOP HITH A 12" MIN. LAP IN FULL MASTIC. GONG, TILE ROOF ALL TILES TO HAVE A MIN, 3" HEAD LAP OVER I X 2 5TRIP5 OVER 112" EXT. GRADE PLYWOOD (32/16) SHAG. NAILS TO BE 10d COPPER GALVANIZED, OR 5TAIKLE55 STEEL. RIDGE 4 HIP TILES TO BE SECURELY FASTEN HITH 14 GA. CORROSION RESISTANT HIRE LACED THROUGH HOLES AND SECURELY ANCHORED TO NAIL HEADS. ALL CONDITIONS OF INSTALLATION SHALL BE IN ACCORDANCE HITH MANUFACTURER'S SPECIFICATIONS PER UBG STANDARD 15-5 AND TABLE 15-D-1 AND TABLE 15-D-2. SMOKE DETECTOR SMOKE DETECTORS SHALL BE INSTALLED PER UBG SEC, 310A. PROVIDE AND INSTALL 110V APPROVED SMOKE DETECTORS HITH BATTERY BACKUP IN EACH SLEEPING ROOM AND AT A POINT CENTRALLY LOCATED IN THE AREA GIVING ACCESS TO EACH SEPARATE 5LEEPIN6 AREA. IN DWELLING UNITS THAT HAVE MORE THAN ONE STORY, SMOKE DETECTORS SHALL BE INSTALLED ON EACH STORY AND IN THE BASEMENT. THE SMOKE DETECTOR MUST BE IN CLOSE PROXIMITY OF A 5TAIRHELL. IN NEW CONSTRUCTION, REQUIRED SMOKE DETECTORS SHALL RECEIVE THEIR PRIMARY POKER FROM THE BUILDING HIRING HHEN SUCH HIRING 15 5ERVED FORM A COMMERCIAL SOURCE AND SHALL BE EQUIPPED HITH A BATTERY BACKUP. THE DETECTOR SHALL EMIT A SIGNAL HHEN THE BATTERY 15 LON. WIRING SHALL BE PERMANENT AND WITHOUT A 015GONNEGTING SHITGH OTHER THAN TH05E THAT ARE REQUIRED FOR OVERGURRENT INSPECTION. SMOKE DETECTORS MAY BE SOLELY BATTERY OPERATED HHEN INSTALLED IN EXISTING BUILDINGS OR IN BUILDINGS WITHOUT COMMERCIAL POKER OR IN DJILDIN65 HHIGH UNDERGO ALTERATIONS, REPAIRS OR ADDITIONS REGULATED BY SEC. 31OAJ.2. 9AzH ALL MATF�;; AL5 4 WORKMANSHIP SHALL CONFORM TO THE 2001 i-:TlTION OF THE CALIFORNIA BUILDING CODE- 4 ANY OTr.R REGULATORY AGENCIES WHICH HAVE AUTHORIT'sOVER ANY PORTION OF THE HORK. THE CONTF'_;',(.TORS SHALL VERIFY ALL DIMENSIONS 4 SITE CO?._)ITION5 BEFORE STARTING WORK. DOMINGUEZ DESIGNS =. ALL BE NOTIFIED OF ANY DISCREPANCY BEFORE PROGEEDIr"c: 1N1TH THE WORK, DiMEN510M ON DRANIN65 SHALL TAKE PRECEDENCE OVER 5CA._(:'. 5HOWN, TYP. DETAIL5 4 GENERAL NOTES ARE MIN. REQUIREMENTS TO BE USED WHEN CONDITION', ARE NOT SHOWN OTHERWISE. DO NOT 5c ALF DRANING5. NOTES t DETAILS ON DRANIN65 SHALL TAKE PREGEDENc E OVER GENERAL NOTES 4 TYP, DETAILS. WHERE NO ')ETAIL5 ARE 5HOWN CONTRACTORS SHALL CONFIRM Yi'TH DOMINGUEZ DESIGNS HHAT 15 TO BE USED. GON5TRUGTiON MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMED FLOORS OR ROOF. LOADS SHALL NOT EXCEED THE DESIGN LIVE LOAD PER S.F. PROVIDE Ar7EQUATE SHORING 4 OR BRACING WHERE 5TRUGTURE'; HAVE NOT ATTAINED DESIGN STRENGTH. PROVIDE i i_ MPORARY TOILET ON JOB 517E PRIOR TO START OF .01,15TRUGTION. THE GON5' FUGTION DOCUMENTS t SPECIFICATIONS REPRE5EN' THE FINISHED STRUCTURE. THEY DO NOT INDICATE ? +E METHOD OF CONSTRUCTION. THE GONTRAGT.)R SHALL PROVIDE ALL MEASURES NECE55AR'r TO PROTECT THE STRUGTURE5 DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE BUT NOT BE LIhI TED TO BRACING, SHORING FOR LOA05 DUE TO GON5TRUCTION EQUIPMENT, ETC, OBSERVATION VISITS TO IHE 51TE BY THE ENGINEER SHALL NOT INCLUDE INSPECTION OF THE ABOVE ITEMS. THE PROJP ' T OHNER SHALL EMPLOY THE ENGINEER OR ARCHI-C-T RESPONSIBLE FOR THE STRUCTURAL PE516N OF' rHE PERSON DESIGNATED BY THEM TO PERFORM VISUAL STRUCTURAL OBSERVATION OF GON5TRUG? !ON FOR ALL PHA5E5 OF THE PROJECT. PER UBG St c;TiON 1-102. CONCRETE ALL CON(>3LTE AND GROUT SHALL CONFORM HITH UBG CHAP; r R Iq. FOOTING 1�'ENGHE5 AND STEEL REINFOR61146 SHALL BE EXAMINED AND CERTIFIED IN HRITING BY THE PROJECT c I.OLOGIGAL ENGINEER PRIOR TO IN5PE6TIOfi+ BY BUILDING OFFICIAL AND PLACEMENT OF CONGR` rE TYPE V GE1­4ENT 15 REQUIRED AT SOILS HITH MEDIUM AND HIGH=,JLFATE CONTENT PER UBG SECTION 1g04. CONCRETE 'STRENGTH SHALL NOT BE LESS THAN 250(, QUALITY MIxiNG, PLACEMENT AND CURING OF CONCRETE SHALL CONFORM HITH UBG SECTION ig04, ALL 5TEEI. 'REINFORGING ANCHOR BOLTS, DONEL5 4 OTHER INS:KT5 SHALL BE SECURED INTO P051TION BEFORE F<rJNDATION INSPECTION AND PLACEMENT OF GONCFi.TE PER UBG. ALL REINF<'RGING STEEL SHALL BE INTERMEDIATE GRADE TC' A.S.T.M.(A-( 15-40), NEEDING G REINFORCING STEEL SHALL CONFORM TO AV5 D12-1 -31NG PROPER LON-HYDROGEN EEECTROC _. REINFORCi`vs BARS MARKED CONT, SHALL BE SPLICED In 'H A MIN, LAP OF 40 DIA, IN MASONRY 4 30 DIA. IN ;ONGRETE UNLE55 OTHERWI5E NOTED. I'IRAMIN6 ALL WOG.:% PRODUCTS SHALL BE PER UBG CHAPTER 23 ALL LUMPER R SHALL BE DOUGLAS FIR -LARCH UNLF55 OTHERHI' ,E: SPECIFIED. LUMBER SHALL CONFORM TO UBG 5TAN`�)ARD5 23-1, 23-2, 23-3 4 23-4 ALL 5TR',(',TURAL LUMBER SHALL BE GRADED IN AGGORDt{NCE HITH "GRADING 4 DRESSING RULE #116 OF THE Wf:5T GOA5T LUMBERMAN'S ASSOCIATION". MINIMUM ��AILIN6 REQUIREMENTS SHALL COMPLY HITH CCU.— TABLE 2311-8-1. HOLES FCP BOLTS SHALL BE BORED WA BIT 1/32" TO 1/16" LAR;,ER THAN THE NOMINAL BOLT DIAMETER. ALL BOLTS 5+ ALL HAVE STANDARD CUT HA5HER5 UNDER HEAD AN.? NUT. ALL BOLTS SHALL BE RE -TIGHTENED PRIOR TC' APPLICATION OF PLYWOOD, PLASTER, DRYNAL' ETC, ALL HOG; ` BEARING ON CONCRETE OR MA50NRY SHALL D. PRESSURE TREATED DOUGLAS FIR. EXP05EL% PLYWOOD SHALL BE EXTERIOR GRADE 4 SHALL BE BONDED W1 EXTERIOR OR INTERMEDIATE GLUE. PROVIDE X 6 LET —IN BRACE 0 APPROXIMATELY 45 DE6Rf-E5 EVERY 25 LINEAL FT. OF HALLS NOT SHEATHED 4 a ALL 0ORNER5. BRACE SHALL RUN CONT. FROM TOP PLATES TO SILL PLATE. SUBLFOOi: SHALL BE 5/8" "TOG" UNDERLAYMENT GRADE P� "HOOD (32/16) GLUED AND NAILED HITH RING SH^WK NAIL5 UNLESS OTHERWISE NOTED. ALL PLY OOD SHALL CONFORM TO U.S. PRODUCT 5TANDAF `_>5 P5 1-83. EAGH SHEET OF PLYWOOD SHALL BI IDENTIFIED WITH THE APPROPRIATE TRADEMARK OF THE AMERICAN PLYWOOD A55OGIA I !ON. ALL PLYWOOD SHALL BE CLASSIFIED AS EXPO ,URE 11, FOR PLYWOOD THICKNESS, GRADES AND SPAN RATINGS (PANEL IDENTIFICATION INDEXES) SEE PLAN. GLUED- LAMINATED BEAMS SHALL BE MARKED AN51 AIT, STANDARD AI2g0-I PROVIDE FIELD INSPECTOR HITH APPROVED "GERTIFIc.ATION OF INSPECTION" FOR GLUED— LAMINATf D BEAMS. NO°04`5"E 56.00, PROPERTY LINE'" - UTILITES EA5EMENT 0 11) rr —� _--_—�------------------. — --- --- 1 i t Q 1� ltl i i 1 1 i j :--------------------i EX. GREEN 11 1 AND LAN 5GAPE t AREA OF i PROP05ED t ADDITION Z t i t � 1 I t ( I 1 ✓A� t i O I i KA Ill EX. Gi)Ri3 AND GUTTER TOFIAIN5ENP STREET r • ADD NEW KITC IEN1VININC5, NEW MA. BEDROOM PV MA. BATH. ADD NEW LAUNDRY AND BATH 2. 0 NNr=1%mJJOS A1 VRE55 Francisco * Marls Ramirez 110 N. TOK6END SANTA AKA, CA 412105 LECSAL PM5CAII'TI©N LOT # la TRACT #1516 APR 00-t-2a2-041 CITY OF SANTA AM COUNTY OF ORAW;E, CA 0C3T,4G! ! N0T1 Em EXISTING FLOOR SWARE FOOTA6Ez -14'1 SOFT �- ADDITION FLOOR SQUARE FOOTAGEi 1 'i" - -2 NEW TOTAL 1556 SOFT ' EXISTING GARAGE 240 SOFT SITNOTES SEPARATE PERMIT IS REQUIRED FOR EAGH BUiLDIN6 OR STRUCTURE, FENCE WALLS, RETAINING WALLS t INDOOR/0U 'DOCJR POOLS a SPAS. TEMPORARY I , STOCWILIN6 OF MATERIALS, LANDSCAPING, DRIVE APPROAC+ES ANvIoR UTILITY INSTALLATION WITHIN PUBLIC P16 4T OF WAY REQUIRES AN ENCROACHMENT PERMIT FROM COUNTY PROPERTY PERMITS DIVISION. PROVIDE HOUSE STREET NUMBER VISIBLE < LEGIBLE FROM STREET. NUMBERS SHALL BE OF NON-COMBUSTIBLE MATERIALS IN SPEUAL FIRE PROT'E671ON AREAS. S FT ' 7, A79 2 k ' u 1 Ts r1IR FOR CALPLANS ELECTRICAL, ''_ . , rah wAN", TI1$ f isn laid '$f§CwtiORS must be i t on the Icb at aii umes, and it la nla of I t s n h eS of alterations On sa11IE wltilotlt written perMiSsion from the City of Santa Ana. The acceptance of thisplan and spec$fjcations SHALL NOT be hold to Pa i{i`� DOT tic;Y �anoI1 fatalL���latloil of any Provisions of Zf y Accepted By Cain CITY OF SANTA ARIA L OWNER/JOB ADDRE55 Mr. 6 Mm F, Ramirez -110 N. Townsend 5t. Santa Ana, CA 612'703 �14-834-{648 w FLOOD ZON 'D YES k YES NO llroP P31 YES PE a! } M p4. r.YES) NO .. �...,....._ a £� t..M ubj The FC3$t3iNfsl s. j ptt`i Ar lms e e.,. t'".F.! i6 41i ° Department�' _ . w a Y t• t ." „"- n d �t Agency _ Y ry OA TE II-20-04 ��i,tl"ttY of Orange Heal t7. APPROVED: 0411cit05 � REVISIONS sL>�6 VE T PC6i r `aDV ` City of Santa Ana 5 a G r+ • i DRAWN BY: JD JOB NO. 01-5P-RamireZF STALE SHEET of 14 __VMJ ELECTRICAL NOTES El 1 400 AMP ELECTRICAL METER, GABLE TV BOX, 4 TELEPHONE BOX LOCATION 2 R ER BREAKFOR EXACT LOCATION ElHATER HEATER ON 15* HIC-44 MIN. PLATFORM 1,41 RECIRCULATION HATER PUMP. VENT THROLA6H ROOF SEE SHEET *2-6EWRAL NOTES In ELr-CT6m'0`lCAL r"w"LAN DRYER. VENT LOCATION 100 SO. IN. 6.1. SCREENED BACK 4 LOWERED VENT * TOP 4 BOTTOM FOR COMBUSTION AIR F.A.U. IN ATTIC. COMBUSTION AIR TO COME FROM OUTSIDE. VENT THROUGH ROOF. 50LID WALK WAY NOT LESS THAN 24* IN WIDTH To EXTEND FROM ATrIr, ACCESS TO F.A.U. CLEARANCE MVfElsl HOOD 4 FURNACE TO CONFORM TO TESTING AGENCY REMIREMENTS ON LABEL. FRESH AIR COMBUSTION AIR SHALL BE SUPPLIED IN QUANTITY SUFFICIENT FOR TO REWIRED SUPPLY. SEE EGMWENT SHEET FOR UNIT SIZE 4 REQUIREMENTS. NOTES NO N.M. WIRING A 5EPERATE DEDICATED CIRCUIT 15 REWIRED FOR EACH APPLIANCE ALL LIC-hir LOCATIONS ARE APPROXIMATE 4 SHOULD BE VERIFIED H/ OWNER OR INTERIOR DE-51644M TACK UP ALL OUTLETS 4 5HITCHE5 FOR OWNER OR INTERIOR DESIGNER FOR APPROVAL PRIOR TO WIRING DIMMER SWITCH LOCATIONS TO SE VERIFIED K/ OWNER OR INTERIOR M510NER SEE SHEET *2- OEWRAL NOTES FOR COMPLETE NOTES lal RELOCATE EXIST. SYMWLS sym. 179WRIFITION DUPLEX OUTLET 6.rl DUPLEX OUTLET GROUND FAULT INTERRUPTER W.P.O. DUPLEX WATERPROOF OUTLET DUPLEX HALF HOT OUTLET DUPLEX 220 VOLT OUTLET ri -LooR OUTLET PHONE JACK (D :DUPLEX FLOOR OUTLET ,ARA,' 5r= DOOR OPENER EYJTTON PAD OPERATED POOR OPENER ,'JW,TION BOX .iERM05TAT CONTROL (5A5 FLEPHONE JACK 'F-LEV15ION JACK P.B. BELL BUTTON _:,>DOR xHAU5T FAN (5) AIR CHANGE15 PER HOUR MIN. ♦ KEY FOR FUEL 6A5 H05E 51135 TO BE RECESSED INTO WALL Y,/METAL CAN 4 POOR R.oVlorz ANTI -SIPHON DEVIGE —A+ HOSE 5155 "HUT -OFF VALVE TO BE RECESSED INTO HOSE ALL K+�IETAL OAN 4 DOOR ANTI-SIPHON DEVICE S.D.• • RD: morE DETECTORS HARD WIRE IlOV) KBATTERY BACK UP HEAT DETECTOR. HARD HIRE (110\0 K/BATTERY BACK UP • POLE SWITCH ,4REE WAY 51,11TCH c-,VP HAY SWITCH DIMMER SNITCH FL.00R FLAN NOTE-5 F3611 HIGH CABINET a KITCHEN, PANTRY, BAR 4 LAUNDRY. 5411 H16+4 CABINET o BATHS. F21 COOK -TOP WITH HOOD, LIGHT 4 FAN. VENT TO OUTSIDE THROUGH ROOF F31 DOUBLE SINK Pq/ GAR. DISPOSAL F41 4" VIA. DRYER VENT n5 LINEN CABINET Fb] COAT CL05ET F WATER HEATER ON 18" HIGH-71 PLATPOW IN CABINET H/ LOUVEFM-P DOORS. SECURE WATER HEATER H/ SEISMICSTRAP5. Fal 30" SQUARE ATTIC ACCESS F.A.U. IN ATTIC ABOVE, SEE ELECTRICAL PLAN 5/6" TYPE 'X'*(P. BOARD 0/ ALL GARAGEGARAGEFol GYP. TO ROOF5HT&, CEILING AND BEAMS. F, 11 5HATTER-RE515TANT DR. s ENCLOSURE (TEMP c7L) 4 NOTE V. IJ ALL EXISTING klINVON5 ARE 50LID HOOD 5INC7LE HUNG. NEW P41NOON5 SHALLMATOH EXISTING, STYLE AND MATERIAL. 2) ALL EXTERIOR FINI5HE-55HALL MATCH EXI5TIW_-lSTYLE AND MATERIAL. 5) ALL NEW ROOF LINE5 AND FINISHES SHALL MATCH EX15TINC7,57YLE AND MATERIAL. EXISTING WALLS r;;I0MlN6Ur=Z Pr-516NS 4150 Arcodlo Ave #5 Visto, CA :�1:2Oa4 6 PH: (970) 0726-&0&51 Mr. t Mr5. F. Ramirez 710 N. Townsend St. Santa Ana, CA C12-103 114-534-1(745 I V DATE 11-20-04 APPROVED: BLD65 DEPT REVISIONS 04/ict/05 kn 35fus 023 xp,:: PI#-07 n 5 Vv� DRAWN BY: Jv JOB NO, 02-r-P-Ramirezr- SCALE 1/411= 11-011 SHEET :2 of 14 1) �9 !� c rl S,anla A!, NEW CO SHINGLE ROOFIN& MATCH EXIST, NEW 2X FASCIA BOARD MATCH EXIST. I- NEW rYr;' STUGCC7 r-mr-W NEW DUAL (51 MATCH EXIST. MATCH EXIST. m 1 77 PROVIDE UWX-R-FLOOP, VENTILATION PER U.B.C. 2306.1, OPENINGS SHALL HAVE A NET AREA OF NOT LESS THAN 1-90 FT. FOR EA. 150 50. FT. OF UNDER -FLOOR AREA. KISHT ELEVATION 12 NEW COMPO SHINGLE ROOPINC, FASCIA VERIFY EX. 2XX NEW FAABOARD MATCH EXIST. �IA E30A MATCH EXIST. EXIST 2X FASCIA BOARD I*r NEW TirP STUCCO FINISH MATCH EXIST. F_ -1 III I V5 'LL��' �LL L;�LL=Jj NEW DUAL LAZED P014 STUCCO n MATCH EXI T. EXIST TYPSnXC-O FINISH P SCREED JIL Z= EX15T FIN. GRADE PROVIDE UNDER -FLOOR VENTILATION PER U.B.C. 2506.-t OPENINGS SHALL HAVE A NET AREA OF NOT LESS THAN I- FT. F FT. 150 50,FT. OF UNDER -FLOOR AREA./ .LEFT ELEVATION / 3 ...... . . ... .. ... 6. 1. STUCCO WEEP SCREED Im x uj 7 Q 11 12 5F77 VERIFY Ex. H/ TRIM SURR. ---- ----------------- EXIST CONC. ENTRY 73775 FRONT ELEVATION 12 MATCH EX. NEW 2X FASCIA BOARD MATCH EXIST. NEW TYP P7t4,-,0 FINISH MATCH E.*15-4 EXIST. compo SHINGLE ROOFING \�-- EXIST TYF, 5nx.-,0 Flim5H/-­1 EXIST FIN. GRADE 12 5 MATCH EX. &.1. STUCCO WEEP SCREED 12 ::77 5 VERIFY EX. FASCIA BOARD POMIN6UEZ Pr-616N5 10150 Arcoalo Ave #50 Vista, CA 4120a4 PH: ("160) "T2&_&0&5 Mr. 4 Mrs. F. Ramirez -110 N. Townsend St. Santa Ana, CA 42-103 114-534-1648 N5 DATE 11-20-04 APPROVED: 04/114/05 REVISIONS BLD67 DEPT DRAWN BY: JP JOB NO. 03-F_LV-RomIrozF S(ALE 1/4"= 11-011 SHEET 5 of 14 Ri r-KAMINO NOTES FOUNPATION NOTES 4X6 HDR 3-112"XI 1-116i"PIL113 -- - - - - - - - 2X6 D.FAI O.J.S I 2X6 0.F.#I O.J.15 ZA' 1, Sim 16, AT 16" O.G.D.G.AT 16" O.(' '\ 0 � 2X5 r,>.r-.#1 C,.X5 / k D-2 1 AT 16" O.C. 4X6 HDR-X6 Hlv/lv� 4 1. USE 'SIMPSON' 14^1,16ER5 OR APPROVED EQUAL AT JOISTS HANGING FROM BEAMS,, AND AT ALL BEAM TO BEAM CONNECTIONS PER PLAN. 2. BEAMS AND HEADERS LARGER THAN 4xlO TO BE SUPPORTED AT EACH END WITH A 4x P015T OR LARGER. BEAMS AND HEADER5 4XIO OR SMALLER TO BE SUPPORTED AT EACH END BY DOUBLE STUDS EXCEPT AS NOTED ON PLANS 3. PROVIDE *TJl-560* OR EQUAL BELOW HALLS EXCEPT AS NOTED OTHERK15E ON PLANS 0 COMPOSITE TRU95 FLOOR FRAMING. PROVIDE 'TJI" 51-0GKIN6 BELOW HALL5 PERPENDICULAR TO JOISTS. PROVIDE DOUBLE J015TS BELOW NON-5EARIN6, AND TRIPLE JOISTS BELOW BEARING WALLS EXCEPT As NOTED OTHERWISE ON PLANS e 2x STANDARD FLOOR FRAMING. BOND 2x'5 WITH 2-16d R.S. NAILS 0 24' O.C. ALTERNATE SIVE5.50LID BLOCK BELOW KkLL5 PERPEN- DICULAR TO JOISTS. 4. FIREBLOCK ALL DROPPED AND SOFFITED 0EILIN65-5, TYPICAL. 5. PROVIDE RAFTER TIES v 48N Oc. IN LOWER 1/3 OF ATTIC SPACE HHERE CEILING JOISTS ARE NOT PARALLEL TO ROOF RAFTERS, 6. ALL FRAMING HARDWARE TO BE *SIMPSON STRONG-7 TIE INC." OR APPROVED EQUAL. 1. WHERE VBL. TOP PLATES ARE BROKEN OR INTERRUPTED PROVIDE MIN. 1/6" TWx 1-1/20 H112E METAL TIE STRAPS. LAP ALL TOP PLATE SPLICES MIN. 4'-0". 8. ALL UNSPECIFIED WAM9;Z5 To BE MIN. 4x4. q. ALL POSTS 4x4 AND LARGER To HAVE *51MPSON' A--Pr;s EACH 51M OF P05T To TOP AND BOTTOM PLATE5 U.N.O. ON PLANS, 10. ALL PLUMBING HALLS TO BE MIN. 2x6STUVS. 11. GLUED -LAMINATED BEAMS SHALL BE MARKED ANE1/AIT05TANVARD AIqO.I. 12. PROVIDE FIELD INSPECTOR WITH APPROVED 'CERTIFICATION OF INSPECTION* FOR ALL GLUED -LAMINATED BEAMS. 15. ALL UPPER FLOOR SHEAR PANELS AND BEARING HALLS TO EXTEND TO ROOF FRAMING MEMBERS. 14. WHERE SHEAR HALLS ARE CONTINUOUS ACROSS OTHER WALLS, POPOUTS OR FWJzZlWz,, APPLY SHEAR PANEL PRIOR TO OTHER FRAMING TO "'. Cf4INM6OP EXTERIOR AND IT MARIN6/NONEEARIWw HALL5 SHALL NOT EXCEED 25%/40% RESPECTIVELY. SEE DETAIL 12/02 BkACIN& OF FXTERIOR/MAIN 6#DWKAff5 OF CONVENTIONAL FRAMING SHALL CONFORM WITH METHODS AND LOCATIONS A515PEOIFIED IN SHEAR PANEL SCHEDULE IK, in fo HALL# FLYHOOV 4 NAILIN6 PER ALLOWABLE SILL NAILING5 JUT U.B.C. TABLE 25-1-K-1 SHEAR A3/6"STRUCIT. 11 PLYHP. W Od 0 b"O.C. BOUND. 4 260 PLF Ic-A 0 6* Oc. EDGES 4 12*OZ. FIF-1-0 Aavoo STRUOT. 11 PLYND. W bd a 41104. BOUND. 4 34q PLF 16d * 41 O.G. EDGES 4 12 O.C. FIELD �� / / / ' I R SHEA HALL # ANCHOR 19OLT51ZE 4 SPACING W MIN 3X PTVF SILL A A5/6"WRUOT. If PI-Y"D. 20d 0 30 O.C. W Od * 31O.C. BOUND. 6 440 PLF OR 1/2'DIA. I-Ary Evc-es 4 WO.C. FIELD BOLTS AT 16' O.C. 3/8, Smir-T. If PLYPO. 20d 0 2-1/2* O.G. F W Od * 2. BOUND. 4 630 PLF OR 1/2' VIA. LAG A EvCoE5 4 12*0�0. FIELD E30LI-9 AT 12* O.G. 2X& DFAI O.J.S u, AK��2 Li 15/52'STRUCT. If PLYI�V. 20d o 211 O.C. W 10d a 20O.C. BOUND. 4 *7*70 PLF OR 1/2' VIA. LA6 AT 1611 O.C. EDCeS 4 12*0,0. FIELD BOLTS AT 100'O.C. A AIcl/52, 5TRUCT. II PLYHV. 20d 0 20 O.C. W 10d a 2404,. BOUND. 4 610 PLF OR 112" VIA. I-Ary - - - - - --� - - - - - _ --- FT F4X E176e5 4 12*0.C. FIELD BOLTS AT bn OL, 1p A INDICATES SHEAR HALL NOT INCLUDED IN STRUCT. VMbSN FOR SHEAR PANELS 11, 12, 15 * 14 PROVIDE MIN. 3x BOUNDARY MEMBEP-5 4 SILL PLATE (550PLr-) wl STAGGERED NAILING 0 BOUNDARIES 4 EDGES. . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . .... . . . .. 71 THE MAX. HEIGHT TO WIDTH RATIO FOR SHEAR WALLS IS 2,1 UNBLOCKED SHEAR HALLS ARE NOT PERMITTED 3-1/2"XII-1/5" P.L.B. HI -ERE PANELS ARE APPLIED TO BOTH FACES OF A HALL 4 NAIL SPADING 19 LESS THAN 6* O.C. PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMIN6 MEMBERS OR FRAMING SHALL 2 I BE MIN. 5x H/ MAILS ON EACH SIDE STA66ERED. SILL NAILING SHALL BE HALF THAT SPECIFIED IN V-2 THIS SCHEDULE AND STAGGERED N1 MIN 5x SILL PL. (1). ALL 5MV5 SHALL BE SPACED o 168 O.G. (2). ALL NAILS FOR PLYWOOD SHALL BE COMMON NAILS UNO. (6). ALL NAILS SHALL BE 5TA66ERED WHERE NAILS SPACED 20 O.G. (4). ALL FIELD NAILS To BE lod * 121 O.C. 0). ALL LAG BOLTS 514ALL HAVE 1-1/2' MIN. EMBEDMENT INTO SUPPORTING P400D MEMBERS. (6). ALL 20d NAIL HOLES SHALL BE PRWRILLEV. EXT. GRADE PLYWOOD FLOOR 5HT'O145124) GLUED j,4/ IOd RIN695HANK NAIL-5 a 6" O.G. * BOUNDARIES t SUPPORTED PANEL EV6M * o 1011 O.C. FIELD. (BLOCKED PANEL EDGES) CONFORMING TO BLV& CODE TABLE 25-11-D-1 4 25-11-E-1 Z! SEARINO HALLS 2X4 STUDS 0 16" O.G. MAX. HIT.: 10'-0' 3x4 STUDS * W O.C. MAX. HT., 101-01 2x6 STUDS 0 16" O.G. MAX. HT., 14'-0* 2x8 STUDS o 16" O.C. MAX. HT., W-O" NON -BEARING N& 2>(4 STUDS 0 16" O.G. MAX. HT.: 14'-0' 2x5 STUDS * W O.G. MAX. HT.. 14'-01 2x6 STUDS 0 16- O.G. MAX. HT.. 20'-0' UTILITY 6RAVE STUDS SHALL NOT BE SPACED MORE THAN 16' O.C., OR SUPPORT MORE THAN ONE ROOF AND CEILING, OR EXCEED 8'-0' IN HEIGHT FOR EXTERIOR AND LOAD BEARING WALLS, OR 10'-0* IN FIGHT FOR INTERIOR NON-E)EARINe ALL PLIk-01146 HALLS TO BE 2 x & STUDS MIN. STUD MAX. HEIGHTS PER U.B.G. TAME 25-1-R-5. \r - - - - - - - - - - - - - -- - - - -- \�j Crz I L I N6 1="R A M I Nr.7" 0 Fol - A N HAN617=R SPECIFICATIONS ROOF RAFTERS 'SIMPSON' HANGER JOINT SIZE -1015T SPAN FACE TOP 2x12 < 251-01, U210 JB212 2XI0 i Iq-Ou LU28 JB210 2x8 i 16-01 LU526 J3215 2x6 LU526 J1326 HANGERS TO BE SKENED/6LOPED AS REWIRED 501-1011 VERIFY EX15T. VERIFY EX15T. X v- Lu SW -I D-! SW -I V-1 E& P7 �d�p P-1 ILJ r- - - - - - - - - - - - - - - - - - - - - - Dig � < R Ar L CONC. PIERS 5 i4l9j{ Li Typ. 2V-1 2xe, r>.F.#1 J.'s I 2X(b D.F. I F.J.'s .. 1p T1 AT 16" O.C. AT 16" 0c. DBL. -15T5 05L. J5 55 L Hp2A 6 1 u-DBL. JST v 'X 11 L j (4 0 0 < DBL. -6T4 L L J 1 1 j I=- I j- � ��� /��\� J5T5 I I 3 --!�i� -- Al TF L 119 9�9 911 r--- 0 �� A - - +-i I PIERS PI Cy x " mj # X T L 00) L+-J Typ. LL- -- i I ==U=``� DEL.. J61-5 I i S '6 V.FAI F.J.S 2X6 D.F. F. - -A. j[2A?-TIb" O. AT 16" 04. oti <m 1 �\ r - I uj �� / I N r4 r :2,/ ----- -------- I T LDB I PER;; viv L Typ. L 1 - j: jg7p6 j -15T5 741 # - I I x 4 - - ------- - - Lr- HANISER SPECIFICATIONS CEILING JOISTS *SIMPSON" HANGER JOIST SIZE JOIST SPAN FACE TOP 2>12 < 2( '-,0" U210 552-12 2XIO < 24'-0" Lu28 -113210 2x8 i2l,-O* TuS2(, 2x6 < Iv -ON LU526 I B26 2x4 i to -ON U24 IHU24TF ---------------------------- HAN6r=R SPECIFICATIONS FLOOR JOISTS *SIMPSON* HANGER JOIST SIZE JOIST SPAN FACE TOP STEEL TJI PRO550 < 251-01, MIU4cl ITT411.66 ITT411.25 TJI PRO250 i20l-00 IUTII ITTI1.66 ITTII-25 2x12 DJ < 151-01, U210 JB212 JB210 2XIO DJ C)I-Ou JB210 L526 1. FOUNDATION EXCAVATIONS 4 REINFORCEMENT SHALL BE EXAMINED 4 CERTIFIED IN WRITING BY THE PROJECT 6ECOL061aAL EN61WEI;Z PRIOR TO INSPECTION BY BUILDING OFFICIAL AND PLACEMENT OF CONC-RETE. 2. THERE SHALL 13E NO TRENCHES OR EXCAVA- TIONS 5'-0* OR MORE IN DEPTH INTO WHICH A PERSON 19 REOUIRED TO DESCEND. OBTAIN PERMIT FROM CA DIV. OF INDUSTRIAL SAFETY PRIOR TO ISSUANCE OF 6RAVIN6 PERMIT. 3. PLASTER HEEP SCREEDS TO BE MIN. 26 &A CORROSION RESISTANT METAL W MIN. 5 1/2' VERT. ATTACHMENT FLAME. SCREWS TO BE MIN. 4" ABOVE FIN. C-AZAVE OR 2" ABOVE PAVED SURFACES. LAP HEATHER BARRIER W EXT. LATH COVER 4 TERMINATE ON FLANGE. PER U.B.C. SECTION 2506.5 4. REFER TO ANCHOR BOLT NOTE FOR BOLT 512E 4 SPACING 4 SILL THICKNESS a SHEAR WALLS. 5 REFER TO C-EOLOC71CAL REPORT FOR VERIFICATION OF CONCRETE SLA5 THICKNE56 4 FOOTING WIDTH t DEPTH. &. HOOD MEMBERS IN CONTACT wl CONCRETE SHALL BE PRBV�^ TREATED POLA6A-A5 FIR (P.T.D.F) OR FOUNDATION REDWOOD W MARK OR BRAND FROM APPROVED A61!NGY. PER U.B.G. SECTION 2311.4 4 2326.6 -1. ELErTRJcAL oLM.ET LOCATIONS IN CONCRETE SLA136 SHALL BE VERIFIED W OHNER. 6. FOR HOLVOHN5 0 FOOTIN65 SEE DETAIL, HOLDVOHN HARDWARE To Ee SECURED IN PLACE PRIOR TO FOUNDATION lTIONS. g. PIPES, DUCTS, AND OTHER C­T�M N =1===TION SHALL 0 NOT INTERFERE WITH A4,10E-950LITY TOOR FLOOR AREA. ,,/ -C-ONC. PAID SIZE NOTE CONCRETE PAD FOOTING SIZE 4 RElWOf;rlWv AS FOLLOWS vi/ BOTTOM OF PAD AT BOTTOM OF ADJACENT FOUNDATION FOOTING U.N.O. 16" SQUARE x 12' THICK H/ #4 BARS r 10 12" O.G. EACH HAY 0 BOTTOM R50" SQUARE x 12' THICK K/ #4 BARS 2 * 1211 O.C. EACH HAY e BOTTOM F- 56' SWW ARE x 12" THICK #4 BARS 31 * 1211 O.C. EACH HAY e BOTTOM ANCHOR BOLT NOTE TYPICAL NON -SHEAR HALL ANCHOR BOLTS SHALL BE 5/6' VIA. N/ 2' 50. X 3N6' THK WASHERS e 48"O.C. ALL ANCHOR BOLT EMBEDMENT TO BE MINIMUM I' INTO FOOTING BEYOND COLD JOINT. SILL PLATES SHALL HAVE MIN. 2 AWA40R BOLTS vi/ ONE BOLT WITHIN 12" OF EACH END OF 511-1- NUT W HASHER SHALL BE TIGHTENED ON EACH BOLT TO THE SILL PLATE PER U.B.G. 5ECT10N 1806.6 NON -SHEAR HALL INTERIOR POOTIN06 MAY 44AVE 'RAMSET' 1/4" VIA, SHOT PINS 0 24' OL, IrS.O. NO.16341, OR APPROVED EQUAL. SHOT PIN EMBEDMENT TO BE MINIMUM 1 1/2" INTO CONCRETE. ANCHOR BOLT SPACING AT SHEAR HALLS SHEAR MC+*:)R BOLT 51ZE 4 SPA61149 HALL# W MIN. 2x PTDF SILL &l 518l VIA. ANCHOR BOLTS 9 L i A5/61 VIA. ANCHOR BOLTS a 2411 O.C. SHEAR ANCHOR BOLT 51ZE it 5PACIN9 HALL# w MIN. 5x PTt?F SILL A5/61 DIA. ANCHOR BOLTS * 1611 O.C. A3/4* VIA. ANCHOR BOLTS * 240 O.G. A3/4' VIA. ANCHOR BOLTS 0 240 OL. A3/41 VIA. ANCHOR BOLTS * 161 Oc. SHEAR PAWLS OCCUR ON BOTH SIDES OF HALL AWA40R BOLT 5PAOIN6, SHALL BE HALF 'THAI SPECIFIED IN TH15 5C+EVULE. FoRlExisT. FTC. USE 'SIMPSON' EPDXY ET Pv MIN, 6- EMBEDMENT Pv INSPECTION, FOR PIZE AND SPACING OF BOLTS SEE AWf�R BOLT NOTE ABOVE. 1. ALL STUDS SHALL BE SPACED * 161104. 2. ALL STUiX AND Top PLATES AND ANCHOR 511.105 AT HALL #S 10,11,12,15,414 WITH SHEAR 359 P.L.F. $ 6REATER SHALL M 3X OR HITER AT PANEL JOINTS AND SILL AT FT&.-S 3. ALL. NAILS FOR PLYHD SHALL BE COMMON NAILS U.N.O. 4. Ad NAILS SHALL BESTA66EREV WHERE MAILS SPACED 2 INCHES oL. 5. ALL LA& 5OLT5 5HALL HAVE 15- MIN. EMBEDMENT INTO SUPPORTING. MEMBERS 6. All 20d MAIL HOLM SHALL BE PRIEDRILLED. 1. ALLY. KA5HEIZ5 FOR SILL ANCHOR BOLTS SHALL BE 2' 50. X 3/16' THK. 6. F ANCHOR BOLT LENGTH, REFER TO FOUNDATION AILS. ALL ANCHOR BOLTS SHALL HAVE I' MIN. E DMENT FROM FIRST POUR. PANEL PER SCHEDULE C-WvINEIEI;Z5 SHEAR HALL # PER 5 STRUCTURAL CALCULATIONS L PANEL LENGTH --MOMENT FRAME SHEAR PANEL SHEAR PANEL LOCATION BEAM ELEVATION PER SCHEDULE ON PLAN BEAM # PER ENGINEERS CALC5. BEAM/JOIST LINE BEAR946 POINT FROM ABOVE ON BEAM JOI5T/RAFTER SPAN, TYPE AND 517F PER SCHEDULE CANTILEVERED JOISTS 11 - - - - - - -- 2xv STUDS Vt. a 10 O.C. f=0UNPATl0N/f=LR r-RI'MIS-7 PLAN INTERIOR BEARING HALL CONTINUED FOroT FROM ABOVE A E43 BUILDING SECTION REFERENCE LETTER \ 12 auwiwv SECTION SHEET NUMBER DETAIL REFERENCE NUMBER DETAIL SHEET NUMBER �OMINCSUEZ 17E516NS 'W150 Arcodlo Ave #50 Visto, CA 412084 PH: (07(00) w12&-&0&5 en / I O?sNrzrqr../ -.105 AZ%:�REBS Mr. 4 Mr5. F. Ramirez -110 N. Townsend 5t. Santa Ana, CA q2-103 "114-834-1646 DATE 11-20-04 APPROVED: 04/14/05 REVISIONS A EILP(9 DEPT Ex p 4 5.fi cl DRAWN BY: JD JOB NO, 04-FO-RamirezF SCALE 1/411= 11-011 SHEET 4 of 14 ri applo SAS A ROOF NOTE M TO "GAF PRODUCTS" TIMBERLINE SERIES 'A6TM P3015'(OR APPROVED EGUAL) OVER 3-LAYEIZZ5, Of: 15# FE T 0MIN6UC-Z Pr=516NS T M: WMATCH EXIST. 4150 Arc odlo Ave #50 ALL NEW BUILDING AND ADDITIONS, WITHIN THE SPECIAL FIRE PROTECTION AREAS \/15to, CA 4120454 SHALL HAVE A CLA55WROOF COVERING. ALL OTHER BUILDING ROOFING SHALL PH: (160) "T2&-&0&5 HAVE MINIMUM OLA55'0'. O.C. ORDINANCE NO. 03-003 ROOF SHTC-v. NOTE ROOF 5HT&. TO BE 1/2' EXTERIOR CRAVE PLYWOOD (52/16) yq/ 8d a (oll O.G. BOUNDARIES 4 PANEL EDGES, t 8d a 1211 O.C. IN FIELD. U.N.O. ROOF DIAPHRAGM NAILING TO M INSPECTED BEFORE COVERING. FACE GRAIN OF PLYWOOD SHALL BE PERPENDICULAR TO SUPPORTS, NOTES THE UNINCORPORATED AREA OF THE COUNTY 15 CONSIDERED TO BE A "SPECIAL Y41RD REGION." ALL ROOF FA5Tr=NER5 SHALL BE INSTALLED PER MANUFACTURERS IN5TRI)CTION5. ALL FASTENERS TO RE515T WIND LOAD OF NOT LE55 THAN 50 MPH O.C. BLDC?. ORD. #5864SEE DETAIL: 15/D-12 ROOFING MANUFACTURER TO PROVIDE SAMPLES, OF COLORS AT JOB SITE FOR OWNER AND D.C.A. APPROVAL PRIOR TO ORDERING OF MATERIALS. PROVIDE G.I. METAL FLASHING AT ALL ROOF 4 HALL INTER5ECTION5. PROVIDE 6.1. METAL FLA51-11N& AT ALL VALLEYS. SEE &ENERAL 5P NOTES 4 ECIFICATION5 FOR Or NER/J05 ADDITIONAL FRAMIN& 4 MATERIALS NOTES. ALL RIDGE HEIGHTS ARE TO TOP OF FINISH ROOFING MATERIALS. Mr. 4 Mrs. F. Ramirez HATCHING INDICATES "CALIF." ROOF FRAMING. -110 N. Townsend St. SHADED AREAS INDICATE INTERIOR BEARINGSanta Ana, CA q2703 INALL5,13EAM5 OR FULL HT. SHEAR WALLS, BELOW.114-534-1648 PROVIDE 2x6 KlGKER5 FROM BEARING POINTS, 4 PsIALLS, BELOW TO HIPS, VALLEYS 4 RIDC-4---9 o 45 DEG. ANGLE MIN. ATTIC VENT NOTE 1664 50UARE FEET OF ATTIC AREA DIVIDE TOTAL BY 500 MR U.B.G. DATE 11-20-04 6.21 SQUARE FEET OF VENT AREA READ. W HALF IN THE UPPER 115 AND HAL IN THE LOWER1/3 OF THE ROOF. APPROVED: MULTIPLY TOTAL BY 144 50. IN./So. FT. 04/ict/05 OD 8q4."1 SQUARE INCHES, OF VENT AREA RE. REVISIONS 51-D& DePT ov 'SIMPSON" PRODUCT5, VENT MODEL #024 24" DORMER VENT PROVIDES 120 SO. INCHES a DORMER VENTS, TO BE PROVIDED 460 TOTAL VENT AREA TO BE PROVIDED = DORMER VENT5 AS 5HOHN ON ROOF PLAN No. 07 2 DRAWN BY: JD JOB NO. O5-RP-RamIrezF SCALE 1/411= 11-011 SHEET 5 of 14 FRAMING SECTION I~KAM 1 NCa SECTION kc, c' PLOOK SHT$6 NOTE 5/4' EXTERIOR GRADE PLYWOOD FLOOR SfWC448t24) GLUED W RINGSHANK NAILS O 6. O.G. BOUNDARIES # PANEL ED6ES 4 O loll O.G. FIELD. POOP 5HT6. TO BE 112" EXTERIOR GRADE PLYWOOD (52/16) w/ 8d O 6' O.G. 5OUNiDARIES t PANEL ED6C-5, 4 6d o 12' O.G. IN MELD. U.N.O, 1=RAM I N& SECTION FRAM I N6 SECTION SECTION NOTES I. USE "5IMP50N' HAN�5 OR APPROVED EQUAL AT JOISTS HANGING FROM BEAMS, AND AT ALL BEAM TO BEAM CONNECTIONS PER PLAN. 2. PROVIDE DOUBLE JOISTS BELOW NON -BEARING WALLS AND TRIPLE JOISTS 5ELOW BEARING WALL5 U.N.O. ON PLAN5. 50ND MULTI -JOISTS WITH 2-16d R.S. NAILS O 24" O.G. ALTERNATE SIDES. SOLID BLOCK BELOW WALLS PERPEN- DICULAR TO 1015TS. 5. FIRESLOCK ALL DROPPED AND WIT-ITED CEILINGS, TYPICAL. 4. PROVIDE RAFTER TIES o 48" O.G. IN LOWER 0 OF ATTIC SPACE WHERE CEILIN6 JOISTS ARE NOT PARALLEL TO POOP RAFTERS. 5. ALL FRAMING HARDWARE TO BE 'SIMPSON STRONG TIE INC.' OR APPROVED EQUAL. 6. WHERE DBL. TOP PLATES ARE BROKEN OR INTERRUPTED PROVIDE MIN. 1/8' TW-x I-1l2" WIDE METAL TIE STRAPS. LAP ALL TOP PLATE 5PLIC-9 MIN. 4'-0'. 1. PROVIDE FIRE BLOCKING PER U.S.C. SECTION 106.2.1 8. PROVIDE DRAFTSTOPS PER U.S.C. SECTION Ta8.3.i.1.1 9. PROVIDE 5ACKIN6 AT ALL WALL H1N6 AND LOWER CA13INETS. 10. 2x 51UD5 OVER 6'-0" LONG 5UPPORTIN6 RIDGES HIPS, VALLEYS OR PURLIH5 TO BE MIN. 2x6. 11. PROVIDE 6.1. METAL FLASHING AT ALL ROOF AND WALL INTERSECTION5, AND VALLEYS. 12, REFER TO FRAMING PLANS FOR FRAMIN6 MEMBER, SIZES AND LOCATIONS. SECTION KEY' NOTES QPLYWOOD ROOF SHT'Cv. PER NOTE V 2x6 ROOF RAFTERS AT 16' O.G. PER PLAN5 </3� > 2-2x TOP PLATES < 4> R-30 INSULATION O ALL CEILINGS, TYP. �/ ON 168 PER STUD SIZE NOTE R-15 INSULATION O ALL EXTERIOR WALLS, TYP. R-11 INSULATION o ALL INTERIOR WALLS, TYP. HEADER PER PLAN V< q� 2x R.O. WINDOW 51LL, TYP. 10 2x OR 5x 50LE PLATVE71LL PLATE, TYP. 11 FLOOR 5HT'G. PER PLAN I2 R-IQ INSULATION o ALL FLOOR J015T BAYS, TYP. 13 BEAM PER PLAN 14 CONCRETE HOUSE FOOTING PER PLAN 15 CONCRETE PORCH STEPS PER PLAN i6 2x FLOOR J015TS PER PLAN IT 2X RAFTER TIES AT 48' O.0 .(MAX) POM I NISSuEZ PEV DNS is � # n-I, iIrls Mr. 4 Mrs. F. Ramirez '110 N. Townsend 5t. Santa Ana, CA c12'703 114-554-1645 DATE 11-20-04 APPROVED: 04/14/05 REVISIONS i OL.D& DEP' t S8,111 ' r r,IV ° ` ` z y0 35023 a-07 e 7.$ NA DRAWN BY: Jn JOB NO, Oro-F5-RamlrezF SCALE 11411- 1'-011 SHEET (0. of 14 "ilt='s DET-251 1- 112 I'-O NEW 2XSVLj HALL EX15T STiJi� Pri-L PV 2>� MU951�1- NEW 2X FLR J9T5XX1ST Wlslr-_CURB x FTO W 2X BLK(5 PER F14AIN EX15T CONC, CURB t FT(5 ---------------p Q--------------------- 00 000 pp Cr (Ro. ?q,. 99.0 NEW COW, CURB 4 FTG5 PV #4 POVELS, a TOP 4 BOTT. EMBEDED PSI/ "EPDXY" Dr=T-X5-MURR C12 PER PLAN PLYND. FLOOR SHT(5. of E.N.FLOOR JOI5T PER PLAN A-35 o I(oll O.C,, i 2- I&d 1611 O.C. 2X J015T PER PLAN 11 LAP 4 5PIKE ---------,EPDXY ANCHOR NEW TO EX15T PER 50HE17)LE hl SPECIAL INSPECTION FIN1514 C-?RZEN EX15TIN& FOOTIN6.5 NEW FLOOR J015T HOOD POST PER PLAN W 5IMP50N PBS, HOLDOM PER PLAN H/ I" STANDOFF 01 CONCRETE PAD FOOTING w/ STL REINFORCING PER PLAN DET-26C SHEAR HALL PER PLAN EXTEND PLYkV. of FLR J5T PER SHEAR SCHEDULE 2X BLKIN6 AT J015T RIM PV A35 SHEAR HALL PER PLAN EXTEND PLYVV. ol CRIPPLE WALL PER SHEAR SCHEDULE WHERE OCCURS. 2X BLOCKING/ RIM JOIST DOUBLE TOP PLATE 6.1. METAL WEEP SCREED FINISH C-A-ZADE c- HT67. ol ER PLAN :'LAN DET-3F2 1- 1/2 l'-O u 5IMP50N ""HD" W EPDXY BOLTING FOR A.B.SIZE 4 EMBEDMENT SEE SCHEDULED E.N. HOLDVOYsIN T)" "E" EPDXY TIE RF5 HV2A 12" 1-3/4" ET22 RFB#5x16 HV2A 5" 5-3/4" ET22 RFB#5x16 HD5A 12" 1-5/4" ET22 RFB#5xI6 H05A 5" 3-3/4" ET22 RFB#5x16 "V"= EMBEDMENT INTO FOOTING "F"= MIN. FPCvE DISTANCE STUDS PER PLAN %41 1 HP PER PLAN — FOR ABHEDULED. 51ZE 4 EMBEDMENT 0 SEE SC I 0% PLYND. FLOOR 5HT6. ol --FLOOR JOISTS, PER PLAN I Sri= 2X CRIPPLE WALL 2 0 161, O.C. P.TD.F. SILL v41 ANCHOR BOLT PER FOUNDATION PLAN VERTICAL #4 BARS, 9 24" O.0 ALTERNATE BEND ,1-#4 BARS, COW. o TOP 4 BTM. MODEL -NO. A.B. MIN. EMBEDMENT HD2A 55TE316 12" MIN, HMA 55TE320 16" MIN. HVbA SSTB28 24" MIN. HVIOA 95TE328 24" MIN. SHEAR HALL PER PLAN EXTEND PLYPO. ol RIM 19T PER SHEAR SCHEDULE EXTERIOR FIN15H 2X BLOCK OR RIM J5T 6.1. METAL WEEP 50REED - FINISH GRADE SHEAR WALL PER PLAN EXTEND PLYHO RIM -15T PER SHEAR SCHEDULE EXTERIOR FINISH 2X BLOCK (5.1. METAL WEEP 50REED FINISH GRADE 2X f3LK6 AT J015T BAYS PV A55 AT. 16" O.C. BEAM PER PLAN "SIMPSON" P5 I z 1 00-1 UD5, PER PLAN YND. FLOOR 5HTC7. ol OOR TRUSSES PER PLAN 2X MK AT 48" P.TD.F. SILL v41 ANCHOR BOLT PER FOUNDATION PLAN AND A35 AT 24" O.C. Q VERTICAL #4 BARS o 2411 O.C. ALTERNATE BEND 1-#4 BARS, CONT. o TOP 4 5TM. PER PLAN PLYND. FLOOR SHT6. of FLOOR J015T5 PER PLAN PET-3 5/4 1 1-0 11 1;)0MlN6Ur=Z IPE516NS 4150 Arcodlo Ave #FPO vista, CA 4120a4 0 Mr. 4 Mrs. F. Ramirez �2x J015T PER PLAN t P.TD.F. SILL H/ ANCHOR BOLT PER FOUNDATION PLAN AND A35 AT 24" O.C. 0 0 0 00, 20" MIN. VERTICAL #4 BAR5 o 2411 O.C. ALTERNATE BEND 1-44 BARS CONT. o TOP 4 OTH. '110 N. TomsendSt. Santa Ana, CA 412103 114-534-1645 DATE 11-20-04 DET-114F APPROVED: 111=11-all REVISIONS i 5Lp6 DEPT04/ict/05 PLYND. FLOOR 51-ITC5. ol FLOOR JOISTS PER PLAN "SIMp504--5T4 BOTH SIDES. P05T TO BEAM OR USE PC, 244 REBAR EA. WAY 0 TOP MAS' "U U 3 DRAWN BY: JD CONC. PAD FT6. JOB NO. DI-IDS-RamirozF SCALE AS NOTED o SHEET f 14 13 ati DET-203G-2 WRA 4 511 NID N TRIM E.N. SHEAR WALL PER PLAN DOUBLE SOLE PLATE �^ Wf 30d NAILING PER 5.W. E.N. E.N. NEN SHEAR HALL STUt STUt PLYHD ROOF SHT6 o/ RAFTERS PER PLAN "SIMPSON" A35 PER SCHEDULE DBL. TOP PLATE NEN 2x 5TUD5 a 16" O.G. EXISTING RAFTERS EXISTING TOP PLATE mm:. • MEAD DRYWALL GA5INCG PER PLAN HEADER PER PLAN �I Li.... "SIMPSON" A355 SPACING a TOP PLATE, U.N.O. ON PLANS SHEAR WALL # PANEL ONE SIDE PANEL THD SIDES NONE 32" O.G. -------------- q 20" D.G. 10 5" O.G. 10 14" O.G. 1.0" O.G. 11 11" O.C. 5.5" O.C. 12 8" O.G. 4.500.0. 13 III O.G. -------------- 14 6110.0. -------------- ALL NOTCHING PER U.B.G. 5ECTION:2326.11A ALL BORED HOLES PER U.B.C. SECTION:2326.11.10 BEAM NOTCHING PER U.B.G. 5EGTION:23062.2 EXTERIOR WALLS 8 BEARING WALL5 NOTCH=MAX. DEPTH=25% OF "K' 2 x 4=.073'=-1/8" VEEP NOTCH 2 x 6=.115'=1-515" DEEP NOTCH BORED HOLE5=MAX. 51ZE HOLE=40% OF "W:: 2 x 4=.117'=I-3l8" VIA. HOLE 2 x 6=.183'=2-3IIb" VIA. HOLE BORED HOLES IN DOUBLE 5TUV5=MAX. SIZE MOLE= 60% OF "W" NO MORE THAN (2) SUCCESSIVE DOUBLED STUDS 2 x 4=.I1V=2-I/8" DIA. HOLE 2 x b=275'=3-SIIb" VIA. HOLE INTERIOR WALLS 8 NON-MARING HALLS NOTCH=MAX. DEPTH=40'ii 5 OF "W:: 2 x 4=.,117'=I-3I8" DEEP NOTCH 2 x b=.183'=2-3flb" DEEP NOTCH BORED HOLES=MAX. 51ZE HOLE=6096 OF "W" 2 x 4=.ITS'=2-i18" VIA HOLE 2 x 45=275'=3-5/16" VIA. HOLE 01 BEVEL TOP FLUSH W/ J015T5 MAX. 4" Fn_ Ica_ DET u 5T22 a 32" O.G. ROOF 5HTG. PER PLAN :;)Nu HANGER5 NM PER PLAN PET-353G 0 DET-X2-MURR E.N. PLYWD ROOF SHTG of- "SIMPSON" RAFTERS PER PLAN A35 PER "SIMPSON" A55 SCHEDULE PER SCHEDULE E.N. DBL. TOP PLATE SHEAR WALL PER PLAN 2x STUDS o 16" O.C. -- 2x 5TUV5 a 16" O.G. SHEAR WALL PER PLAN 2x BLOGKIN6 "SIMPSON" A35 PER SCHEDULE CEILING JOISTS PER PLAN DBL. TOP PLATE 2x STUDS a 16" Q.G. SHEAR HALL PER PLAN SiMP'� BS 4X BLK'G AT POSTS DET-203 05IMP50M' A35 SPACING o TOP PLATE, U.N.O. ON PLANS SHEAR WALL # PANEL ONE SIDE PANEL TWO 51DE-5 NONE 32" D.G. -------------- q 20" O.G. 10.5" D.G. 10 14" O.C. 1.0110.0. 11 11" O.G. 5.5" O.G. 12 8" O.G. 4.5" O.C. 13 (" O.G. DET-301 '"' • 644 BEAM PER PLAN -(P5ON" A-35 a �H 51M OF BEAM ? x TOP PLATES -lPSON" A-35 o EACH ►E OF P05T o TOP 4 TTOM 5T PER PLAN LM. MUD5ILL PER PLAN NCRETE SLAB o/CONCRETE 2TING PER PLAN C DET-201 G i i i i i 2X 5LK'6 H/ A565 a 16" O.G. i i 2X CLG J015T5 PER PLAN i E.N. DOUBLE TOP PLATE PER PLAN SHEAR WALL PER PLAN w/ SILL d ED6E NAILING PER SHEAR WALL SCHEDULE Ibd NAILS PER LONER SHEAR WALL SHEAR WALL # S.N. ONE SIDE 5.N. TH0 SIDES NONE 10" O.G. -------------- q 6" O.C. 3" O.C. 10 5" O.G. 2-RON5 a 3" O.G.** II 3" O.G. 2-RON5 a 2-1/2" O.C.** 12 2-1/2" D.C. -------------- 15 92-RON5 2-ROWS a 3" O.C.** -------------- 14 a 2-1/2" O.G.** I -------------- * SHEAR NAILING EXCEPT AS NOTED ON PLAN ** WHERE TWO ROW5 ARE REQUIRED USE ONE ROW ON EACH SIDE OF FLAN&E STAGGER NAILS E.N. 2X KIC AT 48 LAP H AND 3 E.N. PLYND ROOF 5HT6 of RAFTERS PER PLAN CEILING JOISTS PER PLAN 'SIMPSON" A35 PER SCHEDULE -- ML. TOP PLATE —SHEAR WALL PER PLAN 2x STUDS a 161, O.C. 'SIMPSON" A35 SPACING a TOP PLATE, U.N.O. ON PLANS SHEAR WALL # PANEL ONE SIDE PANEL TWO SIDES NONE 52" O.G. ct 20" D.G. 10.500.0. 10 14" O.G. '1.0" O.G. II 11"O.C. 5.5" O.G. 12 8" O.G. 4.5" D.G. 13 1110.0. 14 b" O.G. TYPICAL -- 16" O/C TYP I i I 0 Mr. $ Mrs. F. Ramirez -110 N. Townsend St. Santa Ana, GA g2703 114-634-1645 DET-255J I I'-0" DATE 11-20-04 APPROVED: OFT-322D 1'-0" 04IIg105 REVISIONS I 51-D6 DEPT ti^N5tK Pf_K F'L^N SON' t' DRAWN BY: JOB NO, V2-D5-RamlrezF SEALE AS NOTED SHEET 2of 14 JAMB 00 BEAD DRYWALL GASIN& PER PLAN HEADER PER PLAN ':'3 11_L 4 DET-561 A 211=1'-0 DRYWALL GA51N& PER DETAIL: HEADER PER PLAN ( --------------------------------------------------------------------------------------------- f DET-552 DET-35! J 1-1l2"=1'-0" I - I �--- 2 x BLKIG. I 2tRAFTER PER PLAN 1151MP50N" A-35 o ROOF DEGK— I HIP 0R VALLEY EACH R.AAFTER i1FELT UNDERLAYN I BEAM PER PLAN HIP TO BE OUT TO PLATES OVERLAP RIB I MAX 6:1 TO FULL DEPTH I m "SIMPSON" A-54 a I "SIMPSON" LSgo EACH SIDE OF HIP ANGLE: 3-1-OGATION5 DBL. TOP PLATE5 +� N 2x STUDS PER PLAN I N G.R. METAL 511 I — 4 x 6 P05T BELOW F- DRIP EDGE I OVER FELT---- 1- J J "----- RIDGE BEAM PER PLAN I 3/5" OVERHANG AT EA NOTE: INSTALL ROOF TILE A5 PER MANUFAGTUREF PUBL 15HED I N5TRUGTI ON. ld OR0551 NO FOR COVERAGE HIPS SIN II 2 MIN. HEAD LAP 611 MIN END 15 G.R. FLASHING IN/ DRIP EDGE ROOFING NAIL EAVE METAL I UNDER FELT L01N SLOPE 3: I2 TO LE55 THAN 4:12 A EPLIGAtTION NOTES: 1. PER ROOF MANUFAGTURE 5PEG I F I GAT I ON5. �' 2. MINIMUM 2-LAYER OF A5TM 30# FELT # I I I I I DET-gal o4 I PROVIDE POSITIVE LIGHT OVER CONTROLS ELECTRICAL DISCONNECT W OUTLET HITHIN 251 114" X 3„ LAG BOLTS Hl OF EQUIPMENT HASHERS LOCATED o EA. END OF STRAP TO STUD WORKING SPACE O0 Q CONTROLS MIN. 2" RIGID NON-COMBUSTIBLE 5PACER UNLE56 HATER HEATER 15 APPROVED FOR A LESSER CLEARANCE FROM GOMBU5TABLE5 ( MIN. � '� „wd, I FURNACE NON RIGID HATER CONNECTORS iv AND FLUE PIPE BEYOND I8 GA. X 3/4" HIDE MIN. PERFORATED SOLID FLOORING ACCESS Y i STEEL STRAPS (BRAND IRONS). 5TRAP5 15 201-0. i TO HAVE MAX 5l6" HOLES d SHALL BE MAX. LOCATED 611 TO 5" FROM TOP OF HATER HEATER TANK CASE AND 4" MIN. ABV. TANK CONTROLS AT LONER THIRD. ATTIC ACCE55 OPENING LIGHT SWITCH PLUMBERS TAPE 15 NOT ACCEPTABLE CONTROLS FORCED AIR UNITS IN ATTICS MUST BE POSITIONED PROTECT ROMEX HIRING IN SUCH A MANNER THAT THE MINIMUM DISTANCE WITHIN 6'-0" OF PLATFORM ANGLE CLIP EACH LEG REQUIRED FROM THE VENT AT THE UNIT TO THE 4 ATTIC ACCESS VENT CAP ABOVE THE ROOF 15 PROVIDED WITHIN 77 SECURELY TO DECK THE ATTIC ALLOWING THE VENT CAP TO BE THE ABSOLUTE MINIMUM HEIGHT ABOVE THE FINISHED TRHA�N�T ROOF RIDGE. OVE ALLOW5. TOP MJST BE LONER I ELEVATION # wRA NDN TRIM I I fa5ctal # 5TUcco . , BI TUTHEN `�. OVER 2XOOF ROOF FRAMING PER PLAN 2 x TRIM �a 5TU660 . COMPOSITION ROOF &•I. FLAS SHINGLES OVER HEATHER PROOF BARRIER AND ROOF 5HTG I 1 I I G,1. GUTTER HITH I DRIP EDGE/FLASHING AND COUNTER FLASH i 2X FRAMED STUD„ 2X FA501A BOARD I HALL PER PLANS 4 PER ELEV. IX2 REDHOOD 5TUCGO STOP I � I I I I i I I EXTERIOR rt/5" MIN. STUCCO jJill - BUILDIN6 PVER APER AND EXTERIOR IR ORRAVE S, --------------------------------------------- # # DET-B-2 ( POM I NCSUE Z =)ES I &N5 # 4150 Ar; odicy Ave #50 V15to, CA 412Oa 4 RIDGE GAP, APPLY PER I MANUF. IN5TRUCTION5 PH: ('760) 972(o-: 0 �' 5 # I ' { GOMPO. 5H I NGLE ROOF, I N5TALL # PER MANUF. INSTRUCTIONS # I " - # F EEL I=rD ELA5TOMERIG UNDERLAYMENT UNDERLAYMENT TO LAP RIDGE PRIOR TO RIDGE BOARD, I -- ROOF 5HEATI NG PER I 5TRUGTURAL GALC $ DINGS. J ROOF FRAMING PER STRUCTURAL CALL 4 DiNG5. I Mr. t Mrs. F. Ramirez I ( DET-5-4 -110 N. Townsend St. 5onta Ana, CA 92"103 114-e34-1648 � I # J GOMPO. 5H I NGLE ROOF MAtTER I AL, I N5TALL I f PER MANUF. IN5TRUGTION5 / I # CORROSION RE5I5TAtiNT I VALLEY FLASHING WITH I" I STANDING SEAM AND 1 /2 #1 HEMMED EDGE. NOTE: DO NOT PENETRATE FLASHING. � I 30# ROOF FELT OVER J ELA5TOMERIG UNDERLAYMENT I I ER MAN UNDERLAYMENT TO LAP I VALLEY FLASHING. # _.1 SEGURE VALLEY FLASHING INITH GLEAT5 AT 2411 O.G. I PROVIDE 36" WIDE GONTINUOU5 51NEAT SHEET I UNDER VALLEY PAN. 71 1 — ROOF SHEATI NG PER # 5TRUGTURAL CALL. 4 DING5- I ROOF FRAMING PER 14" I 5TRUGTURAL GALG, � DIN65. I `' I I I DATE 11-20-04 I t I DET_I�1 APPROVED: J O4Iigf05 REVISIONS 1 BLDG DEPT I ( EXTERIOR FINISH INTERIOR FIN15H PER ELEVATIONS ---- t 2x P.T.D.F. SILL wl ANCHOR I G.1. METAL HEEP SCREED BOLT PER FOUNDATION PLAN w/ MIN. 'TI EMBED. INTO FTC. I FINISH GRADE CONCRETE SLAB PER FOUNDATION PLAN r, , 7 I I� �I � • I I DRAWN BY: -� I I JOB NO, D3-DS-RamirezF I I _ SCALE AS NOTED I I SHEET I ... �Wof 14 I I KiNNr�)AJOR, MEASURES �HEC,<L.1 ST: RE51 I";)ENTI AL MF- I R ** SUMMARY SHEET ** Project: Mr. & Mrs. F. Ramirez Zone: 8 710 N. Townsend Street Santa Ana, Ca. Room Addition/Remodel Wall Insulation: R-13 in All New Construction Ceiling Insulation: -30 in All New Construction Raised Floor insulation: R-1 9 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 Flooring: None Required Minimum Furnace AFUE: 80% AFUE Minimum Heating Capacity: 40, 529 Btu/Hr Minimum A/C SEER: 10.0 SEER For Optional A/C A/C Tonnage: (Optional) - 3.5 Tons (Min.Sens.= 25,243 Btu/Hr) Duct Insulation: R-4.2 (Duct Leakage Test IS NOT Required) dote(s): 1) All new windows to have vinyl frames with clear glass default values. (Low E is optional) 2) Hinged glass door will have vinyl, wood or fiberglass frames with dual pane clear glass and default values (Low E is optional). 3) A new HVAC system and water heater will be installed for the entire house. EQUIPMENT SCHEDULE PROJECT : RAMIREZ RESIDENCE 710 N. TOWNSEND STREET SANTA. ANA , CA. HOUSE (EXISTING + ADDITION) HEATING: CARRIER CO. FURNACE #56RAV09516 75,000 BTU/HR OUTPUT, COOLING: CARRIER CO. CONDENSER #3 8CKC042 OPTIONAL) 10.0 SEER, 3.5 TONS WATER HEATER: AMERICAN CO. #G62-50T35-3N 50 GAL., .60 E.F. NOTE: ALL EQUIPMENT IS OR EQUAL NOTE: EQUIPMENT IS FOR BIDDING PURPOSES. FINAL EQUIPMENT SELECTION AND SIZING ISRESPONSIBILITY OF THE INSTALLING a PLUMBING CONTRACTORS. DESCRIPTION DESIGNER ENFORCEMENT BUILDING ENVELOPE MEA5URE5 150(o): MINIMUM R-Ici GEILING INSULATION 150(b): L005E FILL INSULATION MANUFAGTURER'S LABELED R-VALUE. 150(c): MINIMUM R-13 WALL INSULATION IN FRAMED WALLS (DOES NOT ,APPLY TO EXTERIOR MA55 WALL5). 150(d): MINIMUM R-13 RAISED FLOOR INSULATION IN FRAMED FLOORS: MINIMUM R-b IN CONCRETE RAISED FLOORS 150(I): SLAB EDGE INSULATION -WATER ABSORPTION RATE NO GREATER THAN 0.5%, WATER VAPOR TRANSMISSION RATE NO N/A GREATER THAN 2.0 PERM/INGH I18 INSULATION SPECIFIED OR INSTALLED MEETS CALIFORNIA ENERGY DUALITY STANDARDS. INDICATE TYPE AND FORM 1I6-7: FENESTRATION PRODUCTS, EXTERIOR DOORS AND INFILTRATION/ EXFILTRATION CONTROLS o. DOOS AND WINDOWS BETWEEN CONDITIONED AND UNCONDITIONED SPACES DE51ONED TO LIMIT AIR LEAKAGE. b. MANUFACTURED FENESTRATION PRODUCTS HAVE LABEL WITH CERTIFIED U-VALVE, AND INFILTRATION CERTIFICATION. c. EXTERIOR DOORS AND WINDOW5 WEATHER5TRIPPED; ALL ..JOINT5 AND PENETRATIONS CAULKED AND SEALED. 150(g): VAPOR BARRIERS MANDATORY IN CLIMATE ZONES 14 � 16 ONLY 150(f): SPECIAL INFILTRATION BARRIER INSTALLED TO COMPLY WITH N/A 151 MEETS COMMISSION QUALITY STANDARDS 150(e): INSTALLATION OF FIREPLACES, DECORATIVE 6A5 APPLIANCES AND OAS L065 1. MASONRY AND FAGTORY-BUILT FIREPLACES HAVE: o. CLOSEABLE METAL OR GLASS DOOR b. OUT5IDE AIR INTAKE WITH DAMPER AND CONTROL C. FLUE DAMPER AND CONTROL 2. NO CONTINUOUS BURNING 6A5 PILOTS ALLOWED. SPACE GONDITIONING, WATER HEATING � PLUMBING SYSTEM MEASURES 110-13 HVAG EQUIPMENT, WATER HEATERS, 5HOWERHEAD5 AND FAUCETS CERTIFIED BY THE COMMISSION. 1500): SETBACK THERMOSTAT ON ALL APPLICABLE HEATING SYSTEMS 150(-j): PIPE TANK INSULATION I. INDIRECT HOT WATER TANKS (E.G., UNFIRED STORAGE TANKS OR BACKUP 50LAR 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 CLOSET TO WATER HEATER TANK, NON - RECIRCULATING SYSTEMS, IN5ULATED (R-4 OR GREATER) 5. ALL BURIED OR EXPOSED PIPING INSULATED IN RECIRCULATING SECTIONS OF HOT WATER SYSTEM 4. COOLING SYSTEM PIPING BELOW 55 DEGREE f INSULATED. 5. PIPING INSULATED BETWEEN HEATING SOURCE AND INDIRECT HOT WATER TANK. 150(m): DUCTS AND FANS 1, DUCTS CONSTRUCTED, INSTALLED AND SEALED TO COMPLY WITH UMG SECTIONS 1002 AND 1004; DUCTS INSULATED TO A MINIMUM IN5TALLEDVALUE OF R-4.2 OR DUCTS ENCLOSED ENTIRELY WITH- IN CONDITIONED SPACE. 2. EXHAUST FAN SYSTEMS HAVE BAGKDRAFT OR AUTOMATIC DAMPERS 3. GRAVITY VENTILATING SYSTEMS SERVING CONDITIONED SPACE HAVE EITHER AUTOMATIC OR READILY AGGE551BLE, MANUALLY OPERATED DAMPERS. LIGHTING MEASURES 150(k)i: LUMINARIES FOR GENERAL LIGHTING IN KITCHEN5 5HALL HAVE LAMPS W1TH AN EFFICIENCY OF 40 LUMENS/WATT OR GREATER. THE GENERAL LIGHTING SHALLBE CONTROLLED BY A SWITCH ON A READILY ACGE55ABLE CONTROL PANEL AT A KITCHEN ENTRANCE. 150(k)2: ROOMS WITH A SHOWER OR BATHTUB MUST HAVE AT LEAST ONE LUMiNAIRE WITH LAMPS WITH AN EFFICIENCY OF 40 LUMEN5/WATT OR GREATER 5WITCHED AT THE ENTRANCE TO THE ROOM, OR AN ALTERNATIVE TO TH15 REQUIREMENT ALLOWED IN 150(1<)2. 114: POOL AND SPA HEATING SYSTEMS AND EQUIPMENT 1. SYSTEM 15 CERTIFIED WITH -7890 THERMAL EFFICIENCY, ON -OFF 5WITCH, WEATHERPROOF OPERATING INSTRUCTIONS, NO ELECTRIC RESISTANCE HEATING AND NO PILOT LIGHT. 2. SYSTEM 15 INSTALLED WITH: o. AT LEAST 56" PIPE BETWEEN FILTER AND HEATER FOR FUTURE 50LAR HEATING. b. COVER FOR OUTDOOR POOLS OR OUTDOOR SPA. 3. POOL 5Y5TEM HAS DIRECTIONAL INLETS AND A CIRCULATION PUMP TIME SWITGH. 115. OAS -FIRED CENTRAL FURNANCE, POOL HEATER, SPA HEATER OR HOUSEHOLD GOOK) NG APPLIANCE HAVE NO CONTINUOUSLY BURNING THE BUILDER 5HALL PROVIDE THE ORIGINAL OCCUPANT A LIST OF THE HEATING, GOOLING, WATER HEATING, AND LIGHTING SYSTEMS, AND CONSERVATION OR SOLAR DEVICE INSTALLED IN THE BUILDING AND INSTRUCTIONS ON HOW TO USE THEM EFFICIENTLY. AFTER INSTALLING INSULATION, THE INSTALLER SHALL P05T IN A CONSPICUOUS LOCATION IN THE BUILDING A CERTIFICATE 516NED BY THE INSTALLER AND BUILDER 5TATING THAT THE INSTALLATION CONFORMS WITH THE REQUIREMENTS OF TITLE 24, PART 2, CHAPTER 2-53, AND THAT THE MATERIALS INSTALLED CONFORM WITH THE REQUIREMENTS OF TITLE 20, CHAPTER 2. THE CERTIFICATE SHALL STATE THE MANUFACTURER'S NAME AND MATERIAL IDENTIFICATION, THE INSTALLED R-VALUE, AND THE WEIGHT PER SQUARE FOOT. CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF-1.R Project Title.......... RAMIREZ -- EXISTING + ADD. Date..05/20/05.10:57:22 Project Address........ 710 N. TOWNSEND STREET --------------- SANT.A ANA, CA. 92703 *v6.01* Documentation Author... Terry Statum * ***** ui_cOng Perm-Lt Aero Energy 154:34 Shelton Dr. Plan Check Date Lake Mathews, CA 92570 951- 776- 1140 Field Check Date Climate Zone........... 08 --------------------- Compliance:. Met.hod...... MTCROPAS6 v6.01. for 2001 Standards by ET'ierc:omp, Inc. MICROPAS6 v6.01 File-RMRZEXAD Wt:h-CTZ08S92 Program -FORM CF-1R } User#-MP1.'751 User-Acro Energy Run-RAMIREZ - EXISTING + ADD. GGE'NERAL INFORMATION ------------------- Cond.i.tioned Floor Area..... 1538 sf Building Type.. Single Family De:La.ched Construction `L'ype .... ... Existing Plus Addition Building Front Orientation. Front Facing 90 deg (E) Number of Dwelling Units... 1 :Number of Stories.......... 1 Floor Construction Type.._. Raised Floor Glazing Percentage......... 14 of floor area Average Glazing U-factor... 0.87 Btu/hr-sf-r�' Average Glazing SHGC,...... 0.71 Average Ceiling Height..... 3 ft BUILDING SHELL INSULATION ------------------------- Component Frame Cavity Sheathing Total Assembly Type Type R-value R-v«.l.z)c: R-value U-factor Location/Comments Wall n/a R-0 R-n/a R-0 0.386 Front 2x4 Wall Left 2x4 Wall. Right 2x4 Wall Gar. 2x4 gall Wall n/a R-13 R--n/a R-1.3 0.088 Left 2x4 Wall Back 2x4 Wall Right 2x4 Wall Roof n/a R-19 R-n/a R-19 0.051 Vented Attic Roof n/a R-30 R-n/a R-30 0.036 Vented Attic Floor n/a R-0 R-n/a R-0 0.101 O/Crawl S-oace Floor n/a R-19 R-n/a R-19 0.037 O/Crawl S-oace Door n/a R-0 R-n/a R-0 0.330 Front Door FENESTRATION Over - Area U_ Interior Exterior hang/ Orientation (sf) Fac.t.o..r SH.GC Shading Shading Fins Window Front (E) 25.0 1.280 0.800 Standard Standard None Window Front (E) 32.0 1.,280 0.800 Standard Standard None Window Left (S) 16.0 1.280 0.800 Standard Standard None. Window Left (S) 16.0 1.280 0.800 Standard. Standard None Window Left (S) 7.5 0,600 0.650 Standard St-andat-d None Window Left (S) 7.5 0.600 0.650 S'Iandar_d Standard None Wir!dow 13ack (W) 20.0 0.600 0.6S0 Standard Standard None Window Back (W) 12.0 0.600 0.650 Standard Standard None CE:R"1 PICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF 1R Project Title.......... RAMIREZ - EXISTING + ADD. Date..05/20/0:3 10:57:22 MICROPAS6 v6.01 File-RMRIFYAD Wth CTZ08S92 Program -FORM CF-lR User#-MP1751 User. -Hero Energy Run-RAMIREZ - EXISTING i ADD. --------------------------------------------- FE4ESTRAT ION ------------ Over- Area Ti- Interior Exterior hang/ Orientation (sf) .Factor SHGC Shaming Shading Fins Door Back (W) 18.0 0.550 0.650 Standard Standard None window Right (N) 20.0 0.600 0.650 Standard Standard None Window Right (N) 10.0 0.570 0.670 Standard. Standard None Window Right (N) 16.0 0.600 0.650 Standard Standard None Window Right (N) 16.0 0.600 0.650 Standard Standard None -HVAC SYSTEMS - Refrigerant Tested ACCA Equipment Minimum Charge and Duct Duct Duct Manual Thermostat Type Efficiency Airflow Location R-value T_Leakage D Type --------- Gas0.750 AFUE n/a Attic R-4.2 No No setback - ACSplit 8.90 SEER No Attic R-4.2 No No Setback 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 WATER HEATINGSYSTEMS Number Tank Exterrkal in Energy Size Insulation Tank Type Beater Type Distribution Type System Factor (gal) R-value Storage Gas Standard 1 .60 50 R--n/a-- REMARKS CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF-1 Project. Title..........-RAMIREZ---EXISTING +-ADD_---_--Date..05/20/05 10:57:2 MICROPAS6 v6.01 File-RMRZEXAD Wth-CTZ08S92 Program -FORM CF-1R User##-MP1751 User-Aero Energy Run-RAMIREZ - EXISTING? + ADD. COMPLIANCE STATEMENT ---------------------- This certificate of compliance lists the building features and performance specifi.cati.ons needed to comply with Title-24, Parts 1 and 6 of the California Code of regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building elan to be built in multi pl e orientations, any shading feature that is varied is indicated in the Special Features Modeling Assumptions section. DESIGNER or OWNER DOCUMENTATION AUTHOR Name.... JIM DOMINGIIEZ Name.... Terry Statum Company. DOMINGUEZ DESIGNS Company. Aero Energy Address. 950 ARCADIA AVE., 450 Address. 15434 Shelton Dr. VTSTA, CA. 92084 Lake Mathews, CA 92570 Rhone_., 760-726-6065 Phone... 951-776-4-140 License. ` Signed.. `,,,,� _�.� -.--K SZgnecl.,?0 ENFORCEMENT AGENCY OOM I N6UEZ ICES 16NS 4t50 Arcadia Ave #50 V15to, CA 4120�54 PH: ("'(60) 0'2&-&0&5 ONNER/J05 APPRESJ Mr. 4 Mrs. F. Ramirez -110 N. Townsend 5t. Santa Ana, GA c12703 114-834-1645 DATE 11-20-04 APPROVED: REVISIONS DRAWN BY: -0