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HomeMy WebLinkAbout10140733.pdfi Y SLLGTRI GAL DOORS $ WINDOWS _ 62NERAL 1;) O tvl (NV U r L 1:� r= 5 (V N J ALL WORK SHALL BE IN FULL ACCORDANCE WITH ALL ALL 6LA55. 8 GLAZING TO CONFORM TO UBG CHAPTER ALL MATERIALS 4 WORKMAN5HIP 5HALL CONFORM TO CODES, RULES AND REGULATIONS OF GOVERNING 24 8 26. THE IggB EDITION OF THE CALIFORNIA BUILDING CODE A6ENGIE5 AND SHALL COMPLY WITH THE 8 ANY OTHER REGULATORY AGENCIES WHIGH HAVE /,„�O �.©�^�� REQUIREMENTS OF THE SERVING POWER AND ALL SLIDING GLASS DOORS SHALL CONFORM TO UBG AUTHORITY OVER ANY PORTION OF THE WORK. ((((��// r;.,J TELEPHONE COMPANIES. SEC. 2406.4(2). THE CONTRACTORS SHALL VERIFY ALL DIMEN51ON5 PROVIDE TEMPERED 6LA55 IN THE FOLLOWING THE CONTRACTOR SHALL VERIFY AVAILABILITY OF 4 51TE CONDITIONS BEFORE 5TARTING HORK. DOMINGUEZ �) °�' /'-75 SERVICES AND DETERMINE ACTUAL DETAILS HAZARDOUS LOCATIONS PER UBG SEC. 2406.4. DESIGNS SHALL BE NOTIFIED OF ANY DISCREPANCY BEFORE SA1 I A ANA, VA - 12 ® PERTAINING TO EXACT LOCATIONS AND REQUIREMENTS. GLAZING IN INC-R.E55 AND EGRESS DOORS EXCEPT PROGEEDING WITH THE WORK. CONTRACTOR SHALL NOTIFY POWER AND TELEPHONE JALOU51E5. DIMENSIONS ON DRAWINGS SHALL TAKE PRECEDENCE SERVING UTILITY COMPANIES OF THE ESTIMATED DATE � (114) .,.�,�,_�I'�°'y'WHEN5ERVIGE SHALL BE DESIRED. OVER SCALE 5HOWN, TYP. DETAILS 4 GENER0ALV !! ✓ GLAZING IN FIXED AND SLIDING PANELS OF SLIDING NOTES ARE MIN. REQUIREMENTS TO BE USED WHEN THE ELECTRICAL CONTRACTOR SHALL PROVIDE DOOR ASSEMBLIES AND PANELS IN SWINGING DOORS CONDITIONS ARE NOT SHOWN OTHERWISE. SINGLE LINE DIAGRAM, PANEL SCHEDULES AND LOAD OTHER THAN WARDROBE DOORS. DO NOT SCALE DRAWINGS. CALCULATIONS FOR ELECTRICAL SYSTEMS. GLAZING IN STORM DOORS NOTES $ DETAILS ON DRAWINGS SHALL TAKE PROVIDE G.F.G.I. AT EXTERIOR OUTLETS LOCATED IN GLAZING IN ALL UNFRAMED SWINGING DOORS PRECEDENCE OVER GENERAL NOTES B TYP. DETAILS. BATHS AND AS NOTED ELSEWHERE IN KITCHEN. WHERE NO DETAILS ARE 5HOWN CONTRACTORS SHALL /gy'wt p Ol� OUTLETS IN WALLS ® KITCHEN COUNTERS SHALL BE GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, CONFIRM WITH DOMINGUEZ DESIGNS WHAT 15 TO BE USED. 5GO1—p O l, INSTALLED 50 THAT NO POINT ALONG THE WALL LINE WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS AND SHOWERSGLAZING IN ANY PORTION OF WALL CON5TRrTION MATERIALS SHALL BE SPREAD OUT IF 15 MOP, THAN 24" FROM A RECEPTACLE MEASURED PLACED ON FRAMED FLOORS OR ROOF. LOADS BOTTOM EXPOSED EDGGEEOOFTHE G HORIZONTALLY FORM ONE OUTLET TO ANOTHER. ENCLOSING THESE COMPARTMENTSHWHERE THE SHALL NOT EXCEED THE DE516N LIVE LOAD PER S.F. PROPERTY LINE REVISE STAIROSE AT FIRST FLOOR ISLAND a PENINSULAR COUNTER TOPS REQUIRE AT F LAZING IS LE55 PROVIDE ADEQUATE 5HORIN6 � OR BRACING WHERE ( ""`"`""-`""""-`—"-""`"-"--""`-"""`"""`"`—""—`"""—""`"`""`""-""-`-`�''� -REVISE MA5TER BATHROOM LEAST ONE RECEPTACLE FOR EACH FOUR FEET OF THAN 60' ABOVE A 5TANDIN6 5URFAGE AND DRAIN STRUCTURES HAVE NOT ATTAINED DESIGN STRENGTH. COUNTER TOP WHERE THE COUNTER TOP 15 12" WIDE. INLET. GLAZING IN FIXED OR OPERABLE PANELS ADJACENT PROVIDE TEMPORARY TOILET ON JOB SITE PRIOR TO ELECTRICAL OUTLETS IN HABITABLE ROOMS SHALL BE START OF CONSTRUCTION. SPACED 50 THAT ND POINT ALONG THE WALL 15 MORE TO A DOOR WHERE THE NEAREST EXPOSED EDGE OF THAN 51X FEET HORIZONTALLY FROM AN OUTLET IN THE GLAZING 15 WITHIN A 24" ARC, OF EITHER VERTICAL 'THE CONSTRUCTION DOCUMENTS 4 SPECIFICATIONS THAT WALL, INCLUDING ANY WALL OF TWO FEET OR MORE. EDGE OF THE DOOR IN A GLO5ED POSITION AND REPRESENT THE FINISHED STRUGTURE. THEY DO NOT MAJOR OPENING. WHERE THE BOTTOM VERTICAL EDGE OF THE GLAZING INDICATE THE METHOD OF CONSTRUCTION. THE IS LESS THAN 60" ABOVE THE WALKING SURFACE. CONTRACTOR SHALL PROVIDE ALL MEASURES - RECEPTACLES IN KITCHEN AND BATHROOMS SHALL NECE55ARY TO PROTECT THE STRUCTURES DURING I Q BE INSTALLED ABOVE WORKTOP, EXCEPT THOSE GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE CONSTRUCTION. SUCH MEASURES SHALL INCLUDE BUT 1 EXIST. 2-(��AR J05E RAMIREZ REQUIRED AT SPECIFIC LOCATIONS FOR APPLIANCES. PANEL THAT MEETS ALL OF THE FOLLOWING NOT BE LIMITED TO BRACING, SHORING FOR LOADS I (3 RECEPTACLES OTHER THAN NOTED ABOVE SHALL BE GONDITION5: DUE TO CONSTRUCTION EQUIPMENT, ETC. OBSERVATION i EXI5T. GREEN N GARAGE i 511 N . TOY*AND ST. INSTALLED VERTICALLY AT 12" ABVISITS TO THE MITI BY THE ENGINEER SHALL NOTOVE FLOOR, UNLE55 EXPOSED AREA OF AN INDIVIDUAL PANE INCLUDE INSPECTION OF THE ABOVE ITEMS. I 1 SANTA ANA, GA a2'703 GALLED OUT OTHERWISE ON THE PLANS. GREATER THAN Cl 50. FT.. I WALL 5WITGHE5 TO BE 42" ABOVE THE FLOOR. EXPOSED BOTTOM EDGE LE55 THAN 18" ALL RECEPTAGLES SHALL BE GROUNDED TYPE. ABOVE THE FLOOR. THE PROJECT OWNER SHALL EMPLOY THE ENGINEER I I EXPOSED TOP EDGE GREATER THAN 36" OR ARCHITECT RESPONSIBLE FOR THE STRUCTURAL I ' INSTALL EXTERIOR LIGHT FIXTURES AT 84" ABOVE ABOVE THE FLOOR. PE51ON OR THE PER50N DESIGNATED BY THEM TO G FINISHED FLOOR (AT SIDES AND REAR) OR ABOVE PERFORM VISUAL STRUCTURAL OBSERVATION OF i I- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — �i LE67AL Z EESCA I F ( ION HEADER. INSTALL DECORATIVE LIGHTS AT 78" ABOVE ONE OR MORE WALKING SURFACES WITHIN 36" CONSTRUCTION FOR ALL PHASES OF THE PROJECT. FINISHED FLOOR AT ENTRY DOORS AND OTHER FRONT HORIZONTALLY OF THE GLAZING. PER UBG SECTION 1702. ; I i LOT # 16 51AWT p► ELEVATION LOCATIONS. GLAZING IN RAILINGS REGARDLESS OF HEIGHT ABOVE TRACT # 8T-55 WALL 5WITCHE5 CONNECTED TO DUPLEX OUTLETS WALKING SURFACE. I3 CITY OF SHALL OPERATE TOP RECEPTACLE ONLY ON EACH SAFETY GLAZING IS REQUIRED AT WARDROBE DOOR, i I COUNTY OF= ,..6A. OUTLET. w/ MIRRORS. UBG. SEC. 2406.5 OUTLET FOR MICROWAVE OVEN TO BE ON SEPARATE ALL ESCAPE OR RESGUE WINDOW5 FROM SLEEPING GONGR TE CIRCUIT. ROOMS BELOW FOURTH FLOOR SHALL HAVE A ( tt ALL EQUIPMENT INSTALLED OUTDOORS AND EXPOSED MINIMUM NET CLEAR OPERABLE AREA OF 51 50. FEET ALL CONCRETE AND GROUT SHALL CONFORM WITH ; I e �"� .�}� QA, MIN. NET CLEAR HE16HT DIMEN51ON SHALL BE 24 UBG CHAPTER Iq. I I �OO I A&E NOTE TO WEATHER SHALL BE WEATHER PROOF. INCHES. WINDOWS PROVIDED A5 A MEANS OF ESCAPE OR RESGUE 5HALL HAVE A FINISHED SILL FOOTING TRENCHES AND STEEL REINFORCING SHALL BE 1 _ I I FLUMBIN6 AND MECHANICAL HEIGHT NOT MORE THAN 44 INCHES ABOVE THE EXAMINED AND CERTIFIED IN WRITING BY THE I E3 I ADDITION FIRST FLOOR: 60 SOFT FLOOR. WINDOW MANUFACTURERS AND WINDOW PROJECT GEOLOGICAL ENGINEER PRIOR TO i I I I ADDITION SECOND FLOOR, 42 SOFT w /i ALL WORK 5HALL BE IN FULL ACCORDANCE WITH ALL INSTALLERS SHALL VERITY THAT THESE REQUIREMENTS INSPECTION BY BUILDING OFFICIAL AND PLACEMENT I — CODES, RULES AND REGULATIONS OF GOVERNING ARE MET. UBG EEG. 310.4. OF CONCRETE ; I ; ADDITION TOTAL 102 SOFT AGENCIES. WATER LINES UNDER 5LAB5 SHALL BE TYPE V CEMENT 15 REQUIRED AT SOILS WITH MEDIUM TYPE V COPPER, ABOVE SLABS SHALL BE TYPE 'M'. AND H16H SULFATE CONTENT PER UBG SECTION IgO4. WATER GLO5ET5 5HALL HAVE MIN. 30" 51DE 8 24" 1 I i I J05E RAMIREZ FRONT CLEARANCE. SILL BOLTING CONGRETE STRENGTH SHALL NOT BE LESS = LOW FLOW TOILET (Ib 6AL./FLU5H), SHOWER HEAD 5 THAN 2500 P.S.I. -511 N.. TOWN5END 5T. (2(2-5GPM) 4 FAUCET (22 GPM) SHALL BE INSTALLED. A. INTERIOR NONBEARIN6 WALL5: "RAMSET" 1/4" DIA. O _ y SHOT PINS I.G.B.O. # 163q OR APPROVED EQUAL w/ QUALITY MIXING, PLACEMENT AND CURING OF L — — i DWELLING 5HALL PROVIDE MINIMUM HEATING FACILITIES MIN. 1-1/2" EMBED. INTO GONG. a 36" O.G. MAX. w/ — II '� { 5ANTA ANA, GA c12-103 CAPABLE OF MAINTAINING A ROOM TEMPERATURE CONCRETE SHALL CONFORM WITH UBG SECTION 1904. AREA OF PROPOSED REVISIONS TO ------� ------' OF 706 F AT A POINTE of 3 FEET ABOVE THE FLOOR S" MIN. +£ q" MAX. FROM ENDS OF PLATE. PERMIT #10138418 UNDER(-il4) 541-2018 IN ALL HABITABLE ROOMS SEE FOUNDATION PLAN FOR LOCATIONS. ALL STEEL REINFORCING ANCHOR BOLTS, DOWELS $ , ( , B. INTERIOR BEARING WALLS: "RAM5ET" 1/4" DIA. OTHER INSERTS SHALL BE SECURED INTO POSITION CONSTRUCTION ( I FAU COMPARTMENTS SHALL BE 12" WIDER THAN THE SHOT PINS I.G.B.O. # 163q OR APPROVED EQUAL w/ BEFORE FOUNDATION INSPECTION AND PLACEMENT FAU WITH MINIMUM 3" CLEARANCE AT SIDES, BACK MIN. 1-112" EMBED. INTO GONG. a 24" O.G. MAX. w/ OF CONCRETE PER UBG. I 1 AND TOP AND 6" IN FRONT. CIRCULATING AIR SUPPLY 5" MIN. 4 q" MAX. FROM ENDS OF PLATE. ALL REINFORCING STEEL SHALL BE INTERMEDIATE OPENINC75 AND DUCTS SHALL BE MINIMUM 200 SQUARE SEE FOUNDATION PLAN FOR LOCATIONS. GRADE TO A.5.T.M.(A-615-40). I INCHES OR MINIMUM 2 SQUARE INCHES PER 1000 BTUH WITH HALF IN THE UPPER 12" OF THE COMPARTMENT AND G. EXTERIOR WALLS: 5/8" DIA. ANCHOR BOLTS w/ MIN. WELDING OF REINFORCING STEEL SHALL CONFORM TO 7 EMBED. INTO FOOTING ®6 O O.G., MAXIMUM HALF NOT MORE THAN THE 12" ABOVE THE BASE OF AW5 D12-I U51N6 PROPER LOW -HYDROGEN THE FAU. SEPARATE DUCTS TO OUT5IDE AIR OR EXCEPT AS NOTED ON FOUNDATION PLAN, MAX. 12" ELECTRODES. i— �y I I VENTILATED ATTIC AND LOWER COMBUSTION AIR FROM CORNERS AND DOOR5.5EE FOUNDATION PLAN FOR SPACING ®SHEAR WALLS. REINFORCING BARS MARKED CONT. SHALL BE SUPPLY. VENT EXHAUST THROUGH ROOF. I I I LIGHTWEIGHT CONCRETE SHALL COMPLY WITH SPLICED WITH A MIN. LAP OF 40 DIA. IN MASONRY b PROVIDE A PRE55URE-TEMPERATURE RELIEF VALVE 30 DIA. IN CONCRETE UNLESS OTHERWISE NOTED. FOR WATER HEATERS WITH A GRAVITY DRAIN TO THE CONDITIONS OF I.C.B.O. RESEARCH REPORT #1351 OR (ULL I I I I OUTSIDE TERMINATING 6" ABOVE GRADE POINTING #2g40 OR OTHER I.G.B.O. APPROVAL. DOWN. PROVIDE COMBUSTION AIR TO WATER HEATER El FCTRIGAL GROUND: EXTEND ONE REINFORCING BAR I I EXIST. . ONE -`STORY ( I NOTES COMPARTMENTS IN ACCORDANCE WITH THE UP i8 ABOVE CONCRETE AT ELECTRICAL PANEL I , REQUIREMENTS FOR FAU'S, EXCEPT MINIMUM OF ONE LOCATION, MIN. LENGTH 20 FT. (UFER GROUND PER i I SINGLE FAM;LY RESIDENGE i SQUARE INCH PER 1000 BTUH AND IDD SQUARE INCH. N.E.G. ARTICLE 250-81(G) 4 250-q4). SEPARATE PERMIT IS REQUIRED FOR EACH VENT EXHAUST THROUGH ROOF. FRAMIN6 FAU'5 OR W.H.'5 INSTALLED IN GARAGES SHALL BE ON ( I BUILDING OR 5TRUGTURE, FENCE WALL5, RETAINING MINIMUM 18" HIGH PLATFORMS. PROVIDE LATERAL SHEET METAL ALL WOOD PRODUCTS SHALL BE PER UBG CHAPTER 23 MINIMUM STRAP AT TOP BOTTOM OF WATER HEATER. I WALLS d INDOOR/OUTDOOR POOLS SPAS. ALL LUMBER SHALL BE DOUGLAS FIR -LARCH UNLESS PROVIDE 26 GA. CORROSION RESISTANT FLASHING OTHERWISE SPECIFIED. LUMBER 514ALL CONFORM TO TEMPORARY INGRESS/EGRESS, STOCKPILING OF WATER HEATER TO HAVE EXTERNAL BLANKET R-12 OR AND COUNTER FLASHING AT ALL ROOF AND WALL UBG STANDARDS 23-I, 23-2, 23-3 23-4 i ( MATERIALS, L��NDSGAPit, DRIVE APPROACHES GREATER. HOT WATER INLET AND OUTLET PIPE INTERSECTIONS. ' I ' AND/OR UTILITY INSTALLATION WITHIN PUBLIC ALL STRUCTURAL LUMBER SHALL BE GRADED IN RIGHT OF WAY REQUIRES AN ENCROACHMENT PERMIT INSULATED EXTERNALLY WRAPPED WITH R-3 OR PROVIDE 6.1. DIVERTER5 AT ALL EXT. DOORWAYS, ACCORDANCE WITH "6RADIN6 d DRE551N6 RULE #116 ( FROM COUNTY PROPERTY PERMITS DIVISION. GREATER (FIRST FIVE FEET IN UNCONDITIONED SPACE). OF THE WEST COAST LUMBERMAN'S ASSOCIATION". 1 ALL EXHAUST FAN 5Y5TEM5 5HALL BE PROVIDED WITH PROVIDE 26 GA. G.I. WEEP SCREED AS REQUIRED BY UBG 2506PROVIDE HOUSE STREET LIMBER VISIBLE d BACK DRAFT DAMPERS INCLUDING RANGE HOOD .5. MINIMUM NAILING REQUIREMENTS SHALL COMPLY EXHAUST FAN. ALL PENETRATIONS THROUGH ONE HOUR FIRE RATED WITH CODE TABLE 2311-B-1. _( LEGIBLE FROM STREET. PARTITION5 SHALL BE MADE WITH NOT LESS THAN 26 CAA. I I NUMBERS SHALL BE OF NON-COMBUSTIBLE TUBS AND SHOWERS SHALL HAVE SOLID CONNECTION HOLES FOR BOLTS SHALL BE BORED W/A BIT I/32" TO , I , .. . I MATERIALS IN SPECIAL FIRE PROTECTION AREAS. ON WASTE, OVERFLOW AND TRAP. 61METAL SEALED AT EDGESI/16" LARGER THAN THE NOMINAL BOLT DIAMETER. ALL ' ' BOLTS SHALL HAVE STANDARD GUT WASHERS UNDER ( Z PROVIDE PERMANENT TYPE BAGKFLOW PREVENTER HEAD AND NUT. ALL BOLTS SHALL BE RE -TIGHTENED I I AT ALL HOSE BIBBS. I-- PRIOR TO APPL!GATION OF PLYWOOD, PLASTER,TAU PROVIDE MIN. 26 6A. GALY. IRON VALLEY FLASHING 1 GALVANIZED OR PVG WATER PIPE SHALL NOT BE USED OVER ONE LAYER OF 15# FELT PER UBG SEC. 1508 B DRYWALL, ETC. IN ANY CASE. 150q. THE CENTER OF ANY FLASHING FOR THROUGH i ( j� j I , AN INS IVISION I ALL WOOD BEARING ON CONCRETE OR MASONRY , ROOF VENTS, AND ALL ELECTRICAL SERVICE USE CAST IRON WASTE LINES FROM SECOND FLOOR TO CONNECTIONS SHALL NOT BE LE55 THAN 12" FROM ANY SHALL BE PRESSURE TREATED DOUGLAS FIR. GROUND FLOOR. VALLEY FLASHING. ' I _ EXPOSED PLYWOOD SHALL BE EXTERIOR GRADE B i I ( AB5 4 PVC INSTALLATIONS ARE LIMITED TO SHALL BE BONDED H/ EXTERIOR OR INTERMEDIATE RESIDENTIAL CONSTRUCTION NOT MORE THAN THO ROOI°IN6 GLUE. STORIES IN HEIGHT PER UPG EEG. 701.1. USE CAST PROVIDE I X 6 LET -IN BRACE ® APPROXIMATELY IRON THROUGHOUT, RAFTER TIES SHALL BE IMMEDIATELY ABOVE GEILIN6 45 DEGREES EVERY 25 LINEAL FT. OF WALL5 NOT i BREAK ALL VENT PIPES BEHIND MAIN RIDGE WHERE J015T5 ® 46" O.G. W® HERE CEILING JOISTS ARE NOT SHEATHED 4 ALL CORNERS. BRACE SHALL RUN PARALLEL TO RAFTERS. PROVIDE TIES PERPENDICULAR GONT. FROM'TOP PLATES TO SILL PLATE. ; I ; ISM. • �° -• - f - ' --� • -_• POSSIBLE. TO CEILING JOISTS ® HIP $ DUTCH GABLE ROOFS. SUBLFOOR SHALL BE 5/6" "Td6" UNDERLAYMENT I I EXIST. GREEN i ■ PINISHL°S BUILT-UP ROOF... GRADE PLYWOOD (32/I6) GLUED AND NAILED WITH I Land: 2:12 OR GREATER ... 300# CRUSHED ROCK PER 50., RIN6 SHANK NAILS UNLESS OTHERWISE NOTED. I I 3-15# A.S. FELT. ALL PLYWOOD SHALL CONFORM TO U.S. PRODUCT ALL LATH 4 PLASTERING 5HALL CONFORM TO HOT MOPPED, OVER 5/8" T B G EXT. GRADE PLYWOOD I I LA N` STANDARDS PS 1-53. EACH SHEET OF PLYWOOD „ •. ,•, . CHAPTER 25. (32/I6) 5HT'6. 15-6 SHALL BE IDENTIFIED WITH THE APPROPRIATE LESS THAN 2: 12..300# CRUSHED ROCK PER SO., TRADEMARK OF THE AMERICAN PLYWOOD PROVIDE 5TUGGO BASE 5GREED PER UBG SEC. 2506.5 3-15# A.S. FELT, HOT MOPPED OVER 5/5" T$6 EXT. i i :,• . „. �` , GRADE PLYWOOD (32.16) 5HT'G. (OR PER ROOF PLAN) ASSOCIATION. ALL PLYWOOD SHALL BE CLASSIFIED 5HOWER WALLS OVER BATH TUB5 SHALL BE OF PER AS EXPOSURE 11, FOR PLYWOOD THICKNESS, GRADES L-----_I--_.--------_-----------------. ,_------------------ --J WTABLE 15-E, TABLE 15-F AND 15-6 APPROVED NONAB5ORBENT WATERPROOF MATERIAL USE TABLE 26 Gf�. G.I. GRAVEL STOP WITH A 12" MIN. AND SPAN RATINGS (PANEL IDENTIFICATION INDEXES) TRANS Y r ( TO A MIN. HEIGHT OF 51X FEET ABOVE THE FLOOR,GONTSEE PLAN. WAIN5GOT SHALL AL50 EXTEND A FULL 4" BEYOND LAPIN FULL MASTIC. PROPERTY LINE THE FACE OF THE SHOVER PAN. SEE PLANS FOR GONG. TILE ROOF ... AH 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 GLUED- LAMINATED BEAMS SHALL BE MARKED DATE. WITH TILE FINISHES SHALL BE SET IN MORTAR BED PLYWOOD (32/I(2) 5HA6. NAILS TD BE IOd COPPER ANSI AITG STANDARD Al2gO-i OVER METAL LATH. GALVANIZED OR 5TAINLES5 STEEL. RIDGE $ HIP TILESd - .. ` TO BE SECURELY FASTEN WITH 14 GA. CORROSION PROVIDE FIELD INSPECTOR WITH APPROVED I ALL EXPOSED GYP. BOARD SHALL HAVE METAL RE515TANT WIRE LACED THROUGH HOLES AND "CERTIFICATION OF INSPECTION" FOR GLUED- r rWR ,�/. EDGES. SECURELY ANCHORED TO NAIL HEADS. ALL LAMINATED BEAMS. AW J14 CONDITIONS OF INSTALLATION SHALL BE IN NAIL 5/5" GYP. BOARD WITH bd COOLER NAILS, ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS I N d6'c ;, ��Ell"�� 8 1/2 GYP. BOARD WITH 5d COOLER NAILS 0 MIN. PER UBG STANDARD 15-5 AND TABLE 15-D-I AND 7" O.G. EDGES AND FIELD. (UBG TABLE 25-H AND CNTA" Na t=` t'714).667-2-100 " TABLE 25-6). is < ".1` 1° TABLE 15-D-2. ALL GYP. BOARD AND CORNER BEAD NAILING TO BE �;4-7 DATE od—la-o� �}4t s � . " INSPECTED AND APPROVED PRIOR TO TAPING. 1(,f a' r �lij SMOKE VETM701% G.I. FLASH AND CAULK WOOD BEAM 8 OUTLOOKER FRAMING PROJECTIONS ® EXTERIOR WALLS OR ROOF SURFACES. SMOKE DETECTORS 5HALL BE INSTALLED PER UBG SEC.310A. APPROVED: will DRYWALL: DRYWALL NAILING SHALL BE PER UBG PROVIDE AND INSTALL IIOV APPROVED 5EG. 2511, 2504, 2512 AND 2513 SHALL BE INSPECTED NH S�� �� n 5 e, n 6 PRIOR TO TAPING AND SPACKLING. INTERIOR WALLS DETECTORS WITH BATTERY BACKUP IN EACH SLEEPING ® + SHALL BE COVERED WITH ONE LAYER GYPSUM WALL I p ts' � Z,. p t ROOM AND AT A POINT CENTRALLY LOCATED IN THI OEM AREA GIVING ACCESS TO EACH MEPARAIT; SLEEPING REVISIONS FIELD REvi,,� BOARD, NAILED DIRECTLY TO STUDS AND JOISTS, ' AREA. IN DWELLING UNITS THAT HAVE MORE THAN ONI WITH 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 °erT '' THE MANUFAGTURER'5 SPECIFICATIONS. ALL NAIL- DETECTOR MUST BE IN CLOSE PROXIMITY OF A HEADS SHALL BE DIMPLED AND 5PAGKLED FLUSH STAIRWELL. WITH COMPOUND. CEILINGS, EXCEPT FOR ENAMELED g,1N NIW CONSTRUCTION, REQUIRED SMOKE DETECTORS SURFACES, SHALL BE TEXTURED PER FIN. SCHEDULE. SHALL RECEIVE THEIR PRIMARY POWER FROM THE WHERE INDICATED ON PLANS, AT ALL DIVISION BUILDING WIRING WHEN SUCH WIRING 15 SERVED FORM WALLS AND CEILINGS, INSTALL ONE LAYER OF 5/8" A COMMERCIAL SOURCE AND 5HALL BE EQUIPPED WITH ' I TYPE X GYPSUM WALL BOARD. PROVIDE I -LAYER A BATTERY BACKUP. THE DETECTOR SHALL EMIT A c 5/8" TYPE 'X' GYPSUM WALLBOARD @ ALL ENCLOSED 516NAL WHEN THE BATTERY 15 LOW. HIRIN6 SHALL BE 1 USEABLE SPACE BELOW STAIRS, AND ALL SURFACES PERMANENT AND WITHOUT A DISCONNECTING 5WITGH ON THE INTERIOR SIDE OF ALL LAUNDRY GHUTE5, OTHER THAN THOSE THAT ARE REQUIRED FOR �` m § • *z €• �.. e DUMBWAITERS AND ELEVATOR SHAFTS. OVERCURRENT INSPECTION. SMOKE DETECTORS MAY }, e� - - Fxu_ c i ,_x, BE SOLELY BATTERY OPERATED WHEN INSTALLED IN �" w:� ` ' ' ` '" ' " EXISTING BUILDINGS OR IN BUILDINGS WITHOUT - " ` �� '`� �' I r .° ,fie f"* ri"' E a i l €,� e �,s'"�`' f ? n"-r,"- ri?' , "�; ¢•d 3 k' � 1 1 COMMERCIAL POWER OR IN BUILDINGS WHIGH UNDERGO ALTERATIONS, REPAIRS OR ADDITIONS REGULATED BY SEC. 310.q.1.2. 'rvyv i'o ' F e ti, �5 s `& a �4 4te s,J • Sa :tee. >�+ WX vh `i,i.6 .•C.f .�a....�aw..: 'x*a. t n t 4°,.7 i 's � h � ti� 5 s '� x �- '� � sl i.,,•�`� S C„ . 3 = kf •F.,�., � d .._. .c _ ,✓.c�c+.�.,..�:v� ..�.} ��'+` � s- ePv • a p q Y Y.. e= s 2. '=r X r "= t o , r f '. r "u ti�` . t e _, ....r 1 fi{+ f z 3S}FJ t w 4 i ix«,. i �. £ 3 k $ •' 3 +s� � ��" � �arvv:rvs-aa.:yw>r.-u;sas+.� m 545 � aw =Y +,.6 „_,F a ... e„d. a 5,.,.»,..n. ., ,.en... ,:%* <r. xr z_x.-xta. r Mm+Ya.«�mvm*�nw,m.._,e<:•_Ps..>.u.rvxirn,,. a.,vt....a 4 5 ,x ..cc. ws.xxo-. :sa .a zsns m xru rrr __ �_. �. ___..,...�............,a-. .n.tt 5 .v-.k�,- ¢:hi.:. _ mtf•....en�. s. wrm=axt vv f ,�...» 7„asa+.�.a.�e rt.,.,w�.,.- ..,�.r �+»...at_,...e- ,,x.e+•.z_-ter. ., SCALE i „_ I U'-O"i► SHEET of 2 I 05/19/05 12:25:12 FM AREA OF PROP05ED REV15I0N5 TO PERMIT #10135418 UNDER CON5TRLJGTION ALIGN , - - - - - - - - - - - - - - --- ----------------- L - - - - - - - - - - - --------------- - ---- ----- -------- El 170MINCVUEZ nr-BICWNS 605 N. 70^Nsr-NI7 SANTA ANA, CA c12-705 PHONE: ('?14) 542-I915 ©Y��l��'./JOB �I7�7���� ,JO5E RAMIREZ 511 N.. TOAN5END 5T. 5ANTA ANA, CA "'12103 (714) 555-1254 DATE 4 %.'q APPROVED: i ob-01-03 REVISIONS FIELD REV1510N5 V�llrlll "I� Will* 10A.1 DRAWN BY: JD JOB NO, 01-FP-RAMIf;mz-1 SCALE 1/411= if -oil SHEET :2 X of .2 05/141/03 12:27:00 Fm — — — — — — -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - - - - - - - - - 5/4 1 o DET-1-76D�N#2 SHEAR WALL PER PLAN EXTEND PLYI,'V RIM J5T ��5;TUOSI PER PLAN PER SHEAR 56HEOULE EXTERIOR FINISH FLOOROPLAN JOI5T5 PER 2X BLOGK /ZZ 711- NEW 2X STUD WA-L EX15T 2X 5TUO NALL 6.1. METAL WEEP SGREED It FT6 FINISH GRADENEWGOW,5LAB E. E. 2X JOIST PER PLAN A/ #4 VONIEL5 a TOP 4 BOTT. EX15T GONG SLAB $ FT6 <1 j IIEll P EMBEDED Xy -b SILL wl ANCHOR BOLT PER FOUNDATION PLAN ;z ol — — — — — — — — — — — _71 --- — — — --- — — — — — — — — — — — — �. .00 � . .�� : .cam °�, I �- III (( I A A A — (Z O 4 VERTIGAL #4 BARS ® 24" O.G. 90. 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BEAM PER PLAN L------------------------------------------------------ ----------------------------------------------------- ------------------------------------------------------ DET-205B ------------------------------------------------------- DET-205B PLYND ROOF 5HT6 ol RAFTERS PER PLAN MIN. (5)-Ibd x PER 5GHEDULE NAILS AT -15T TO RFTR E.N. GL6 J5T5 PER PLAN I :2Xb TIES o4b" O.G. W W-16D AT EA. END SHEAR HALL PER PLAN D5L. TOP PLATE ... — — — — — — — — — — — — 2X5TUD5 a I(oll O.C. i — — — — — 4x&— — — — — — — to HDR. y 6XI' D.F. #1 DRO/FFED BM &X12 D.F. #1 DROPPED BM y 115IMP50NII A35 SPACING, a TOP PLATE, U.N.O. ON PLANS SHEAR WALL # PANEL ONE SIDE PANEL TWO SIDES NONE 32,10.0. ci 20"O.C. 10.5110.6. 10 141, O.G. 7.0110.6. 11 111, O.G. 5.51, O.G. 12 all O.G. 4.511 O.G. O.G. 1 14 61, O.G. I ; ; i � ; I i I I �, U: # 611 '�- I I ! ro X �.II tt O L till,, 2X6 D.F. CLC7 JSTS 2Xb D.F. OL6 JSTS If AT Zl+ U.U. 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OVER "5IMF5ON" A-35 a FLOOR TRUSSES PER PLAN i i EACH SIDE OF BEAM S.N. E.N. 5TAIR TREADS 4 R15ER5 —"z PER PLAN I 2-2 x TOP PLATES 2X STUDS ® 1611 O.G. FULL HT. PER PLAN STAIR J015T BLOCKING i � 5.N. "SIMPSON" A-35 ® EAGH Li BLKC7 AT STAIR RISERS I 51DE OF P05T a TOP 4 I 111Z 7777 7777 7777-777 W 5.Vi. EDGE NAILING I BOTTOM E.N. NEW BEAM I LOWER SHEAR WALL PER PLAN PER PLAN Yq/ SILL 4 ED6E NAILING PER 0000 SHEAR WALL 56HEDULE P05T PER PLAN EXISTING GL6 J5T5 YqOLM. MUD51LL PER PLAN W NEW 2X BLOCKING CONCRETE SLAB oXONORETE FOOTING PER PLAN EX15TIN6 I- — — — — — — — — — — — — — -- I I J root 5PACIN6 U.N.O. ON PLANS L— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — I — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — DBL TOP PLATE EXISTING 2X 5TUI7 WALL -------- 5HFAR WALL PER PLAN Z4-; 4 t k3 LEFT ELEV,4TION "51MP50N" A35 PER LOWER SHEAR WALL* SHEAR WALL # 5.161. ONE SIDE S.W. TWO 51DE-5 NONE 521, O.G. --------- 14 2011 O.G. 105110.6. 10 141, O.G. 71, O.G. 11 111, O.C. 5.5110.6. 12 8110.0. 4.51, O.G. 13 14 61, O.G. --------- DP05ED RE'*V ;8478 UNDER :)N FRONT ELEVATION DCYIN6UEZ �r=516NB 605 N. TOANBr-N� 5AN7A ANA, CA c12-105 PHONE : (114) 542-IcI15 CANT-R/J015 A=):;)Rr-55 J05E RAM IREZ 511 N_ TOINN5END ST. SANTA ANA, CA c12103 (114) 541-2018 ��7 DATE O6-1cl-03 Lki) APPROVED: JL REVISIONS FIELD REV15IONS n frj DRAWN BY: JD JOB NO. O4-FL\/-Ramirez 1/411= 11-011 -SCALE &4x 2 -SHEET Oa119105 12:35:11 Pm K00r- NOTE MAIN ROOFING TO BE: "GAF PRODUGT5" TIMBERLINE 5ERIEV ASPHALT 5HIN(5LE ROOFING R001= SHTIS. NOTE ROOF 5HTC7. TO BE 1/2" EXTERIOR GRADE PLYWOOD (32116) v41 bd ® ro" O.C. BOUNDARIE5 4 PANEL EDGES, 4 5d a 1211 O.C. IN FIELD. U.N.O. 1�Ctvl I N&Ur=Z :7r-S I 6NS 605 N. TOANSMNI'� 5ANTA ANA, CA ct:2-705 PHONE: (714) 542-07a115 0ANr-R/.J05 -JO5E RAMIREZ 511 N.. TOkAN5END 5T. 5ANTA ANA, CA q2103 ('714) 555-1254 DATE Rx N APPROVED: t"lia job 5ft0l'403 REVISIONS PrIA. f;zr=vlslotr_-;, om the A 07 al, a 14A