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HomeMy WebLinkAbout10150605.pdf1 31 1 i 2 , PLOT PLAN sc= 78 i I z 3040 VIN SL 3020 AL SL (N) 3040 VIN SC— /47' = 1 ■ e■ I] GENERAL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE 2001 C.B.C. PLUMBING AND MECHANICAL CODES, THE C.E.C. AND LOCAL ORDINANCES. 2. VERIFY ALL DIMENSIONS, DO NOT SCALE DRAWINGS. 3. IT SHALL BE THE RESPONSABILITY OF THE CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS ON THE SITE PRIOR TO COMMENCING WORK AND IS TO NOTIFY THE OWNER AT ONCE UPON DISCOVER OF ANY OMISSIONS OR CONFLICT IN THE DRAWINGS. 4. ALL NAILING TO COMPLY WITH TABLE 2341-B-1 C.B.C. 5. THE MANUFACTURED WINDOWS SHALL HAVE A LABEL ATTACHED CERTIFIED BY THE NATIONAL FENESTRATION RATING COUNCIL (NFRC) AND SHOWING COMPLIANCE WITH THE ENERGY CALCULATIONS. PLUMBING NOTES 6. ALL PLUMBING WALLS TO BE 2" x 6" 7. DOUBLE WALLS USED AS PLUMBING WALLS ARE TO BE A MINIMUM OF 8" WIDE AND NO "FLAT' STUDS PERMITTED. STAGGERED STUDS ARE ACCEPTABLE. 8. SMOOTH, HARD, NON ABSORBENT SURFACE IS PROVIDED TO A HEIGHT OF 70" ABOVE THE DRAIN INLET OF THE SHOWER OR TUB/SHOWER COMBINATION, MATERIALS SHALL BE OF A TYPE NOT ADVERSELY AFFECTED BY MOISTURE. 9. GLASS ENCLOSURE DOORS AND PANELS MUST BE LABELED CATEGORY 11, NET AREA OF SHOWER RECEPTOR SHALL BE NO LESS THAN 1024 SO. IN. OF FLOOR AREA, AND ENCOMPASS 30" DIAMETER CIRCLE 10. ALL WATER CLOSETSMARE LOCATED IN A CLEAR SPACE NOT LESS THAN 30" WIDTH AND HAVE 24" MIN. CLEARANCE IN FRONT OF THE STOOL. 11. FOR EXHAUST VENTILATION AIR, PROVIDE MECHANICAL FAN 5 AIR CHANGES PER HOUR. 12. WATER HEATER TO BE BRACED TO RESIST SEISMIC FORCES, PROVIDE TWO STRAPS (ONE STRAP AT TOP 1/3 OF THE TANK AND ONE STRAP AT BOTTOM IM OF TIME TANK). 13. WATER CLOSETS SHALL BE AN ULTRA LOW FLUSH TYPE WITH 1.6 GALLONS MAXIMUM PER FLUSH. 14. CONTROL VALVE FOR SHOWER OR TUB -SHOWER SHALL BE OF THE PRESSURE BALANCE OR THERMOSTATIC MIXING VALVE TYPE. 15. PROVIDE DEVICES TO ABSORB HIGH PRESSURES RESULTING FROM THE QUICK CLOSING OF THE QUICK -ACTING VALVES FROM THE WASHER AND DISHWASHER, ETC.. ELECTRIC NOTES 16. RECEPTACLE OUTLETS LOCATIONS WILL COMPLY WITH NEC Art 210-52 (a) 1120 AMP. CIRCUIT DEDICATED TO EACH BATHROOM" 17. ALL BEDROOM CIRCUITS REQUIRE ARC -FAULT PROTECTION. 18. GROUND -FAULT CIRCUIT INTERRUPTER (GFI) PROTECTION COMPLIES WITH NEC Art. 210-8: "ALL 125 volt SINGLE PHASE, 15 AND 20 AMPERES RECEPTACLES INSTALLED IN BATHROOMS, GARAGES, BASEMENTS, OUTDOORS, KITCHEN COUNTERS AND AT WET BAR SINKS. STRUCTURAL NOTES 19. THE CONTRACTOR SHALL PROVIDE ANY SHORING AND/OR BRACING TO THE EXISTING STRUCTURE WICH MAY BE REQUIRED DURING CONSTRUCTION. 20. PERMISSIBLE NOTCHING AND BORING OF JOISTS ARE TO BE SHOWN ON THE PLANS AND SHALL NOT EXCEED CBC SECTION 2320.8.3 ALLOWANCES. 21. NOTCHING OF EXTERIOR AND BEARINGINONBEARING WALLS SHALL NOT EXCEED 25% 1 40% RESPECTIVELY. BORED HOLES IN BEARING/NONBEARING WALLS SHALL NOT EXCEED 400f6160% RESPECTIVELY. IN NO CASE SHALL THE EDGE OF THE BORED HOLE NEARER THAN 518" TO THE EDGE OF THE STUD (2320.11.9 AND 2320.11.10) 22. HEADER AND TRIMMER DETAILS FOR DOORS AND WINDOWS ARE TO BE SHOWN WITH THE FULL LENGTH TRIMMERS, SPECIFYING THE SIZE OF THE HEADER AND TRIMMER (2320.11.6) 23. USE SIMPSON ST 6224 TO TIE-IN TO EXISTING TOP PLATES. WALL LEGEND ELECTRIC LEGEND LIGHT REESES LIGHT FLUOR LIGHT OUTLET 110 VS OUTLET 110 V GFV WP INTERRUPTOR SMOKE DETECTOR FAN 6 AIR CHANGES PER HOUR (E) WALLS TO REMAIN (N) WALLS (E) WALLS TO REMOVE 0 0 G.F.I. I W.P. I SHEET INDEX A-1= PLOT AND FLOOR PLAN A-2= ELEVATIONS AND SECTION S-1= FOUNDATION AND FRAMING PLAN SD-1= STRUCTURAL DETAILS T-24= ENERGY CALCULATIONS TOTAL OF SHEETS-- 5 ANALYSES AREA EXISTING S.F.R. AND GARAGE 1,635 S.F. NEW PROPOSED ROOM ADDITION 384 S.F. TOTAL LOT RATIO 2,019 S.F. LOT SIZE 6,120 S.F. % LOT COVERAGE 33 % _Y 1 (WO SV Marco A. Ahumada 11111 Barclay Dr. Apt. 1 Phone 7141470-9162 Garden Grove, Ca 92841 • • a i 2428 Desc(iption of Job: •'' ►,i Room ii Addition (E) R.L. M 00 00 (D F.L. F.G. I ASPHALT SHINGLE TO MATCH (E) S.F.R. (N) R.L. -L NEEMOM F to F.G. ASPHALT SHINGLE TO MATCH (E) S.F.R. ------------------- ❑❑ I IL --JL-J STUCCO TO MATCH (E) S.F.R. ❑ LL� _j ---- ----- - --------- - ----- — ------ - ------- NEW EXISTING NORTH ELEVATION sc- %%V- I WOW STUCCO TO MATCH (E) S.F.R. —i 01 ddi q 4TAPAiff'7� 51111 ------------- LIE] 111i 17 x S"FOUND. VENT. 1Wx24"F01JND`N (TYP) ACCESS EXISTING MEIN WEST ELEVATION SCO %"- IWO - - - - - - - - - - - - - - ASPHALT SHINGLE TO MATCH (E) S.F.R. I I �4 I I 2"x 6"R.R. @ 12"ole 12 41 7 D-1 2"x 4"STUDS @ 16"o/c wl R-1 3 INSUL (TYP) %"T&G PLYWOOD 2"x 6" F.J. @ 16"o/c wl R-19 INSUL (TYP) ATTIC VENT. CAI -CS 384 S.F. /150 = 2.56 Sq. Ft. x 144 = 369 Sq. In. REQUIREA I.- G.I. Screened Eave Vent. 3 Holes 2" each (per block) = 9 Sq. In. At East- West Side = 12 x 2 x 9 = 216 Sq. In. At North Side = 18x9 = 162 Sq. In. ff9%r-1"M'16J 11111116 i 117iq 7 111 1 7IF"Id �, 384 Sq. Ft /150 = 2.56 Sq. Ft. x 144 = 369 Sq. Ft. REQUIRED 12" x 6" FOUND. VENT = 72 Sq. In. Each 369/ 72 = 6 Vents 6 Vents. x 72 = 432 Sq. In. PROVIDED TOTAL UNDER FLOOR VENTILATION PROVIDED =432 Sq. In. ASPHALT SHINGLE TO MATCH (E) S.F.R. 8 -1 - 12 14 x 4"TIES @ 48"old MM am - 2" x 6" C.J. @ 16" o/c W1 R-30 INSUL (TYP) Y2" DRYWALL INT. WALL & CEILING x6"GIRDE SECTION A SC= 11'el= I I-WW QIIIx Marco A. Ahumada 11111 Barclay Dr. Apt. 1 Phone 714 / 470-9162 Garden Grove, Ca 92841 77 C4 0 FM z W Owner: Mrs. Rosaura Enriquez Ph # 714 / 541 - 2428 Description of Job: 384 Sq. Ft. Room Addition New Fam Rm PROYECT BY AVV isvo Marco A. Ahumada 11111 Barclay Dr. Apt. 1 Phone 7141470-9162 Garden grove, Ca 92841 Owner: Ars. Rosaura Enrigi Ph # 714 1541 - 24: !,'escription of Jci ! q rj• Addition New Fam r STRUCTURAL NOTES CONCRETE 3: GRADE JOIST, PURLINS Z'TO 4'WIDE, 6 & DEEPER No. 1 BEAMS, PURLINS OVER 4- WIDE No. I 1, ALL CONCRETE UNLESS OTHERWISE NOTED SHALL BE REGULAR WEIGHT HARD ROCK SUBPURLINS T TO 4" WIDE, 6 &DEEPER No, I TYPE (150 -CU FT) AGREGATES SHALL BE NATURAL SAND AND ROCK CONFORMING TO LEDGERS No.2 ASTM C-33 WITH PROVEN SHRINK AGE CHARACTERISITCS OF LESS THAN 0,06 STUDS 2"x 4" OR 3" x4" STUDS STUDS 2"x 6' No.l 2.- READY MIX CONCRETE SHALL BE MIXED AND DELIVERED IN ACCORDANCE WITH ASTM POSTS Wx 6" AND LARGER No.1 C-94 PLACEMENT OF CONCRETE SHALL CONFORM TO ACI 301. SILLS, PLATES AND BLOCKING No.2 3, CEMENT FOR ALL CONCRETE SHALL BE PORTLAND CEMENT TYPE V OR BLOW ALKALL 4.- SILLS AND PLATES IN CONTACT WITH CONCRETE OR MASONRY AND WITHIN 48' OF CONFORMING TO ASTM C­150. GROUND, SHALL BE PRESSURE TRESTED DOUGLAS FIR (PTDF) SILLS SHALL BE BOLTED TO THE FOUNDATION WITH 5Ar DIAMETER x I(Y LONG BOLTS AT 48' ON CENTER 12" 4, MINIMUM COMPRESSIVE STRENGHT OF CONCRETE AT AGE OF 28 DAYS FOR: MINIMUM FROM ENDS OR TWO BOLTS MINIMUM PER PIECE, INLESS OTHERWISE NOTED, FOOTINGS 2,600 PSI 6, STUD WALLS ABUTING A CONCRETE OR MASONRY WALL, SHALL BE BOLTED TO THE SLAB OR GRADE 2,500 PSI WALL WITH 518' ANCHOR BOLTS AT 24?'01C. SIDEWALKS 2,000 PSI 6.- ALL NON BEARING STUD WALLS, SHALL BE 2" X STUDS AT 16'0/C WITH 518"GYP. BOARD 5- MAXIMUM SLUMP SHALL NOT EXCEED 4". EACH SIDE, UNLESS OTHERWISE NOTED. S.- CONCRETE SHALL BE MAINTAINED IN A MOIST CONDITION FOR A MINIMUM OF 6 DAYS 7.- ALL STUD WALLS SHALL HAVE FULL HEIGHT V x 6" DIAGONAL LEFT -IN BRACES AT AFTER PLACEMENT. ALTERNATIVE METODS WILL BE APPROVED IF SATISFACTORY ENDS AT INTERVALS NOT EXCEEDING 26 FEET O/C UNLESS OTHERWISE NOTED ON PERFORMANCE CAN BE ASSURED. PLANS, BRACES SHALL COVER A MINIMUM OF SIX STUD SPACES. 7, ALL REINFORCING STEEL ANCHOR BOLTS, DOWELLS AND OTHER INSERTS SHALL BE 8: COMMON NAILS SHALL BE USED. SECURELY FASTENED IN THE FORMS BEFORE CONCRETE IS POURED. ADEQUATE CLEANIOUTS SHALL BE PROVIDED IN BOTTOM OF CONCRETE FORMS FOR PROPER 0.- FIRE BLOCKING Z'X I % 'THICK SHALL BE PLACED IN STUD WALLS AT CEILING AND CLEANIOUT AND INSPECTION. FLOOR LEVELS AT EACH 10' HEIGHT OF STUDS AND BETWEEN STAIR STRINGERS AT SUPPORTS. B.- VIBRATION OF CONCRETE SHALL BE IN ACCORDANCE WITH THE GENERAL PROVISIONS OUTLINED IN PORTLAND CEMENT ASSOCIATION SPECIFICATIONS ST-26. 10.- JOISTS SHALL BE BISILOCKED AT SUPPORTS AND BRIDGED OR BLOCKED AT INTERVALS OF S`WHERE JOISTS ARE Z'x 12" OR DEEPER. 9: EXPOSED CORNERS OF COLUMNS, BEAMS, WALLS, ETC., SHALL BE FORMED WITH %" CHAMFERS UNLESS DETAILED OTHERWISE. 11 : MAXIMUM UNSUPPORTE HEIGHT FOR NON -BEARING PARTITION SHALL BE: 2" x 4" @ IS" OrC UP TO 14'-0' 10.- CONCRETE CONTRACTOR SHALL BE SUBMIT PROPOSED CONCRETE DESIGN MIX TO 2" x 6"@ 16" OIC UP TO 20'-0' THE ARCHITECT AND ENGINEER OF RECORD, PRIOR TO STARTING THE WORK. 2" x 8"@ 16" OIC UP TO 2W-0' 11 : NO WATER SHALL BE ADDED TO CONCRETE WITH TEMPERATURE IN EXCESS OF 95' F. IZ- PROVIDE DOUBLE JOISTS UNDER PARALLEL BEARING PARTITION WALLS. 12.- WIRE MESH LAP (END & SIDE) SHALL BE ONE FULL MESH -2 13.- BOLTS HOLES IN WOOD MEMBERS SHALL BE A MINIMUM 1/32" AND A MAXIMUM 1/18" LARGER THAN THE BOLT DIAMETER. PLYWOOD REINFORCING STEEL I. PLYWOOD SHEETS SHALL BE COX CONFORMING TO PS 1-95 AND SHALL BE STAMPED WITH THE DRPA GRADE OF THE AMERICAN PLYWOOD ASSOCIATION, UNLESS NOTED 1, REINFORCING STEEL SHALL BE INTERMEDIATE GRADE DEFORMED SEARS AS OTHERWISE ON THE PLANS. FOLLOWS: FOOTING, SLAB ON GRADE, MASONRY AND SENT DOWELLS, TIES: 2, EACH SHEET SHALL HAVE A MINIMUM AREA OF 8 SO. FT. WITH A MINIMUM DIMENSION # 3 BAR AND SMALLER ASTM Ar 616 GRADE 40 OF 2 FEET. #4 BAR AND LARGER ASTM A, 615 GRADE 60 3.- SEE FRAMING PLAN FOR DIAPHRAGM MAILING SHEDULE, NAILING SHALL BE INSPECTED 2.- DEFORMATION OF REINFORCING SHALL BE IN ACCORDANCE WITH ASTM A-306 AND AND APPROVED BEFORE COVERING. SENDING IN ACCORDANCE WITH ACI-318-95. FOUNDATION NOTES 3: MINIMUM CONCRETE COVER OVER REINFORCING REBAR FOR: (EXCEPT AS NOTED OTHERWISE) NOT EXPOSED TO WEATHER OR EARTH V I: FOUNDATION HAS BEEN DESIGNED ASSUMING MINIMUM ALLOWABLE DOIL BEARING EXPOSED TO WEATHER I % PRESSURE PER 2001 UNIFORM BUILDING CODE SHALL BE AS FOLLOWS: EXPOSED TO EARTH 2" PILASTER, BEAM & COLUMN TIES 11/1, CONTINUOUS FOOTING 1,000 P.S.F. FORMED FOOTING AND WALL EXPOSED TO EARTH 2' ISOLATED FOOTING 1,000 P.S.F. UNIFORMED FOOTING AND WALL EXPOSED TO EARTH 3" SLAB ON GRADE 2" 2.- ALL FOOTINGS SHALL BE FOUNDED ON OR BELOW FIRM UNDISTURBED NATURAL SOIL OR APPROVED COMPACTED FILL AND ADJACENT FINISH GRADE UNLESS NOTED 4: SPLICE IN CONCRETE. OTHERWISE. MINIMUM OF 36 BAR DIAMETER OR 12'WICHEVER IS GREATER. 3.- ALL FOOTING SHALL BE CENTERED ON PLASTER ANDIOR WALL AND COLUMN UNLESS S.- WELDED WIRE FABRIC SHALL CONFORM TO ASTM X185 AND 1-82. OTHERWISE NOTED. 6, ALL DETAILING OF REINFORCING SHALL CONFORM TO THE REQUIREMENTS OF ACI 318- 4.- FINISH FLOOR (F.F) EXCAVATION SHALL BE AS NOTED ON GRADING PLANS. 95 S. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL EXCAVATION 7.-ALL REINFORCING STEEL, DOWELS, ANCHOR BOLTS, INSERTS, ETC. SHALL BE SECURED PROCEDURES INCLUDING LAGGING, SHORING AND PROTECTION OF ANY ADJACENT PLACE PRIOR TO PLACING ANY CONCRETE OR GROUT. PROPERTY STRUCTURES, STREETS AND UTILITIES IN ACCORDANCE WITH ALL NATIONAL, STATE AND LOCAL SAFETY ORDINANCES. B.- ALL REINFORCING STEEL SHALL CONFORM TO THE REQUIREMENTS OF ASTM A-616 GRADE 60. 6.- ALL FOOTINGS SHALL BE FORMED TO MEET SIZES INDICATED ON DRAWINGS, DETAILS ANDIOR SHEDULES. 9, ALL REINFORCING BAR BENDS SHALL RE MADE COLD. 7: ALL FOOTINGS AND PIERS SHALL BE CENTERED UNDER THE BUILDING COLUMNS 10.- ALL REINFORCING BARS SHALL BE FREE FROM GREASE, RUST, MILL SCALE OR ANY (UN.0) OTHER FOREIGN MATERIAL WISH MAY AFFECT THE BARS ABILITY TO BOND TO THE MORTAR. 8: ALL EXISTING UTILITIES THAT INTERFERE WITH THE STRUCTURAL FOUNDATIONS SHALL BE REMOVED AND RELOCATED. 11,- REINFORCEMENT THAT IS PARTIALLY EMBEDED IN CONCRETE SHALL NOT BE FIELD SENT EXCEPT AS SPECIFICALLY DETAILED IN THESE DRAWINGS OR WITHOUT THEWRITTEN 9. ALL PIPES, DUCTS AND CONDUITS WITHIN THE SPHERE OF INFLUENCE OF THE APPROVAL OF THE ENGINEER OF RECORD. FOOTING (THE PRESSURE ZONE, EXTENDING BELOW THE FOOTING, BASED ON A 2 HORIZONTAL TO 1 VERTICAL SLOPE) SHALL BE SLEEVED THROUGH CONCRETE CAST -IN- 12.-ALL REINFORCING STEEL SHALL BE PROVIDED AT ALL POUR JOINTS ON THE PLACE AT THE FOUNDATION POUR. DRAWINGS, WHERE LAP ANDIOR SPLICE LOCATIONS ARE NOT SPECIFICALLY INDICATED, PROVIDE CLASS'C' SPLICE PER SCHEDULE. ALL SPLICE LOCATIONS SHALL BE CLEARLY 10.- FOUNDATION MAY BE SUBJECT TO TRUCTURAL REVISION IN THE FIELD DUE THE SHOWN ON SHOP DRAWINGS AND APPROVED BY ENGINEER OF RECORD BEFORE POSSIBLE VARYING SUBSURFACE CONDITIONS. FABRICATION. LUMBER 13,- PLACING TOLERANCES AND BAR SUPPORTS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR REINFORCING CONCRETE CONSTRUCTION BY WCRSI. I: ALL LUMBER SHALL BE GRADE MARKED DOUGLAS FIR LARCH CONFORMING TO DIVISION 23 (2001 C.S.C). 14.- CLEARANCE BETWEEN PARALLEL BARS IN A LAYER SHALL NOT BE LESS THAN VNOR I BAR DIA NOR ix MAXAGRAGATE SIZE. 2.- RAFTER, BEAMS, PURLINS SHALL BE DOUGLAS FIR NO. UNLESS OTHERWISE NOTED. BARS IN SECOND LAYER SHALL BE DIRECTLY ABOVE BARS IN FIRST LAYER, MIN DISTANCE BETWEEN LAYERS 1". M'Joist to sill or girder, toe nail 3-8d Bridging to joist, toe each --nail- I "x 6' (25 rnm x 152 mm) subfloor or less to each joist, face nail 2-8d W-Wider than 1" x T_(25 mm x 152 mm) subfloor to each joist, face nail 3-8d 02 -(51-mm)- subfloor to joist or girder, blind and face nail 2-16d i Sole plate to joist or blocking, typical face nail 16d @ 16" o/c Sole plate to joist or blocking, at braced wall panels 3-16d per 16' M7op plate to stud, end nail 2-16d ngi Stud to sole plate 4-8d, TOE NAIL, or 2-16d, END NAIL Double studs, face nail 16d 0— o/C M111111 11" i Doubled top plates, typical face nail 6d @ 6o/c Doubled top plates, lap splice 8-16d Mlocking between joistsor rafters to top plate, toenail 3-8d Rim joist to top plate, toenail is Tolc -T nl,--C-on-t-i--nu-o---u--s-h-ea--d-e- r,-t-w­o­ pieces 16d Ca)_ 16" o/c along each edge Ceiling joists to plate, toenail 3-8d OU. 'Continuous header to stud _,toenail 4-8d !Ceiling joists, laps over partitions, face nail 3-16d Ceiling joists to parallel rafters, face nail 3-16d WRafters to plate, toenail 3-8d W 1 (25-m m) brace to each stud and plate, face nail 5 mrn x 203 mm sheating or less to -each bearing, face nail 2-8d MM'Wider than 1" x 6' (25 mm x 152 mm) sheatinq to each bearing, face n. 3-8d W-Built-up corner Studs- 16d @ 24 o1c 'Built-up girder and beams 20d @ 32 o1c top and bottom and ...... ---- 2-16d @ EACH BEARING SHEAR WALL SCHEDULE 2001 C.B.0 SILL BOLTING MARK WALL TYPE SHEAR 0 SHEAR 0 ALLOWABLE ONE SIDE BOTHSIDES SILL NAILING SHEAR OF WALL OF WALL 0 UPPER STORIES 7/8-STUCCO OVER PAPER BACKED LATH W/1 6 GA STAPLES AT 6"O.C. AT TOP & BOTTOM PLATES, EDGE OF SHEAR WALL AND ON FIELD (ICBO REPORT No.1318, AUG. 2002) OR 180 PLF 5/8-055-O.C. 5/s"*27 1/0o,c 16d 0 8"O.C. (ICBO REPORT No,1254, MAR 1990) NOTE 4 AND 9 BELOW 3/8"PLYWD STRUCT 11 OR STD SHTG WITH 8d NAILS 0 6"O.C. AT EDGES & 12" O.C. FIELD 260 PLF 5/svwo.c. 5/8"o19"o.c. 16d 0 6"O.C. (TABLE 23-11-1-1 UBC) NOTE 1, 9, 10 & 11 BELOW A3/8"PLYWD STRUCT 11 OR STD SHTG WITH 8d NAILS 0 4-O.C. AT EDGES & 12" O.C. FIELD 350 PLF 5/8*026"O.C. 5/8"01 3'0.c. 16d 0 4"O.C. (TABLE 23-11-1-1 UBC) NOTE 1, 6, 9, 10 & 11 BELOW 3/8-PLYWD STRUCT 11 OR STD SHTG WITH 8d NAILS 0 4"O.C. AT EDGES & 12" O.C. FIELD 380 PLF 5/8*026"0.C. 5/8"013"O.C. 16d 0 4"O.C. 1 (TABLE 23-11-1-1 UBC) NOTE 1, 3, 5, 6, 9, 10 & 11 BELOW 3/8" PLYWD STRUCT 11 OR STD SHTG WITH 8d NAILS @ 3" O.C. AT EDGES & 12" O.C. FIELD 490 PLF 5/8'020"O.C. 5/8"010'0.C. 16d 0 3 1/2"O.C. (TABLE 23-11-1-1 UBC) NOTE 1, 3, 5, 6, 9, 10 & 11 BELOW A3/8- PLYWD STRUCT 11 OR STD SHTG WITH 8d NAILS 0 2" O.C. AT EDGES & 12- O.C. FIELD 610 PLF 5/8**i6"o.c. 5/8"os"oc. 16d 0 2 1/2"O.C. (TABLE 23-11-1-1 UBC) NOTE 1, 3, 5, 6, 9, 10 & 11 BELOW 1/2- STRUCT I PLYWD WITH 10d NAILS 0 2" O.C. AT EDGES & 12" O.C. FIELD 870 PLF 3/4-016-O.C. 3/4-0I/A N8-O.C. 14 OVER 3X STUDS (TABLE 23-11-1-1 UBC) NOTE 1, 3, 5,6,9, 10& 11 BELOW NOTES: 1. ALL EDGES OF PLYWOOD SHEARWALLS MUST BE 5. FRAMING AT ADJOINING PANEL EDGES SHALL BE 8. ALL INTERIOR BEARING AND NON BEARING BLOCKED WITH 2X SOLID BLOCKING FOR WALL TYPES 3-INCH NOMINAL OR WIDER & NAILS SHALL BE FOOTINGS TO HAVE .7/32" SHOT PINS AT 32" O.C. 9 & 10, AND 3X SOLID BLOCKING FOR WALL TYPES STAGGERED. 11, 12, 13, & 14. & 48"O.C. RESPECTIVELY: I.E. HILTI ICBO REPORT NOV 6. WHERE PLYWOOD IS APPLIED ON BOTH FACES OF A NO.2388, REPORT No.11995 OR RAMSET/REDHEAD ICBO 639, DEC 1995 2. WHERE SHEAR WALL SHEATHING IS TO BE APPLIED WALL AND NAIL SPACING IS LESS THAN 6 "O.0 ON TO BOTH SIDES IF WALL, DOUBLE THE NUMBER OF EITHER SIDE, PANEL JOINTS SHALL BE OFFSET TO FALL 9, USE 2 1/2" x 2 1/2" x 3/16" PLATE BOLTS. (I.E. HALF THE O/C SPACING) ON DIFFERENT FRAMING MEMBERS OR FRAMING SHALL WASHERS. BE 3- INCHES NOMINAL OR THICKER & NAILS ON 3. USE 3X PRESSURE TREATED DOUGLAS FIR EACH SIDE SHALL BE STAGGERED. 10. USE CDX. CC OR STD SHTG IN LIEU OF SILL PLATES AT FOUNDATION/FIRST FLOOR ONLY, STRUCT 11 PLYWOOD. ALL PLYWOOD SHALL BE 7, ALL CONTINUOUS EXTERIOR FOOTING TO HAVE DOUGLAS FIR. OTHER SPECIES MAY REQUIRE 4. PAPER BACKED SELF FURRING EXPANDED METAL 5/8- X 10- A.B.-S @ 48-O.C. UNLESS OTHERWISE CHANGES. LATH WITH ICBO APPROVAL NOTED ON PLANS. 11. AT EXISTING FOOTINGS USE SIMPSON EPDXY BOLTS PER SCHEDULED SILL BOLTING, EMBEDED 8", PER ICBO #25279 WITH SPECIAL INSPECTION. 12 4 A - 35 @ 16- o1c (Alt) Yj" Drywall Int. wall & Calling ST2115@48'otc IN LIEU OF 2"x 4" TIES 2"x 4' TIES @ 487 oft W1 3-16d 0 ------- Roofing material o/ 15# Felt& Y2" C.D.X., 24/0 Plywood 2- x Roof Rafters per plan x Ceiling Joists per plan wl R -30 Insul. 3-2" holes for eave vent 2" x Blocking w/ 3-16d per block & 5-16d @ Rafter Tie 2- 2" x4" Double Top Plate 2" x 4" Studs @ 16" o/c wl R-13 12" Instill (Exterior) Exterior Finish 2 X RIDGE C.JJ TIE PER PLAN W/ INSUL TYPHRC_@.END OFRIDGE\V0 U Plywood shaafina War Nnn PLYWD ROOF SHTG PER PLAN JR.R. PER PLAN A r.11 a 9 [OL11 i] I to 2 x Rafter"Califorrila" Framed w/ 16d @ 6- O/C NOTE: In Lieu of 2 x Blocking nail 2 x Shaped w/ 2-16d ea Rafter PLYWOOD SHEATING PER R.R. or. R.J PER PLAN E.N. 2"x BLOCKING @ 48"o/c 01/c FIRST BAY ONLY 9 2"x 4" BLOCKING w/ 16d @ 8"olc or A-35 @ 24" old SHEAR WALL @ CRIPPLE WALL WALL FINISH PER PLAN 2"x SHAPED w/ 16d @ 16"Odic (E) 2 x BLKG E.N. A- 35 @ 24- o/c E.N. PLYWOOD PER PLAN 6d T.N. PER SCHED RAFTER PER PLAN V", , SM. PER PLAN SECTIONX 0 HIP 2"x RAFTER PER PLAN PLAN ./ CALIFORNIA FRAMING ,72- x 4" FLAT CONIT @ 32" old 2- 16d 7 _ 2"x BARGE LET IN 2"x 4" E.N. 2-2"x4"DBLTOP P )B 2" x 4" STUDS @ 16" O/C W/ R-13 INSUL. (TYP)_­-'� EXTERIOR FINISH ---- 2* x 4" SOLE PLATE. WEEP SCREED _D 2" x BLOCKING , A-35 @ 16- O(c \ 2" min STEMWAILL �6.1 7" 1=1 I __ �;, 6" 12" One Story I W Two Story 6n L12" One Stofyl, '# 4 REBAR TOP & BOTT 115! Two Story — 2" x 4" STUDS @ 16" o(c W/ R-13 INSUL (EXTERIOR) V4" T & G PLYWOOD OR BLOCKED 2"x6'F.J.@16"o/c w/R-19INSUL x 4" P.� . MUDSILL w/ %" DIA x 10"L. A.S. & MUDSCREED w/2"x2"xV16"WASHERS @ 48- 01C TWO Story 2"x 6" FLOOR JOIST@ 16"o1c wt R-19 INSUL V4"T & G. PLYWOOD & z 9-9 M/N z M WM2zMMMM P.B. 44— —4"x 6" GIRDER 18"min, 4"x 4" POST (AS REQUIRED) 12-1 6"x 6"x 2"P.T. BLOCK 12" 18- Sq. CONIC PIER (:2 SCHEDULE 3 Ilr TYPE SST8 # SSTS # CAPACITY W/ 1-POUR 2-POUF 4x4min. Post per plan ,Z"x Stud Filler PHD2- 16 20 3,610 (4 x min) SDS3 HD2A 16 20 2,775 Fasteners per manul. HTT16 _ 16 20 3AW Simp Holdown HD64 16_ 20 4,010 per plan (PHD PHOSA, 8 hown) SDS3 20 24 4,600 HTT22 24 6,176 PHD6- SOS3 28 34 51860 HDGA 28 34 5105 2xi 2-2x HDSA 28 34 7AW Le Simpson or x per plan HD 34 9,540 Min Em"a, Min SSTE1 HDOS. 3" dr min. Per Schedule SDS3 28 34 8,325 Note: Concret Stem Walls shall be: Note: For Raised Foundation use SSTB; for two pour system 6" min widht for %" diam Anchors and extend bolt beyond sill plate above floor sheating or use min widlit for 7/8" diam Anchors Simp. CNW Coupler for Bolt Extension. 3 )8" 8" min for conc block PHD or HID PER PLAN & ____ SIMPSON CATALOG 4x4PO5T MIN DRILL HOLES Y16" LARGER EXIST OR I — NEW SILL THAN BOLT DIAM. Ia, ATc Pi EXISTING FOOTING THREADED ROD w/ EPDXY I.C.B.O. # 5279 CITY OF L.A. R.R. # 25279 W/ SPECIAL INSPECTION KIM, SCHEDULE TYPE "D" THIRD ROD (diam) Allow Tensile Load (See Note 1) PHD2- SDS3 12" 3,610 HD2A 12" ya" 2,775 HTT16 12" HD5A 12" 4,010 PHD5A- SDS3 12" Si" 4,685 HTT22 12" 5,260 FHD6- SDS3 15" 5,860 0_6A _15" 5,105 HDaA 15" 7,460 HD10A is, 8" 9,540 HDaX SDS3 ISM 8,325 I.- Concrete= fc=2,000 P.S.I. min. 2.-For Raised Floor, use Longer Bolts to extend above Floor sheafing 6" 18" min. Existing Slab New Slab * No special Inspection is required for epoxy in this aplication Drill Vie" ml� diam hole fill wl epoxy 4 Reber Dowels @ 18, O/C grout & insert dowell altermate; use Reber Dowells same size )21" redheads & thrdd rod & spacing as footings Drill Slant holes Y16" over dia of bar, EXist`g New Raised Floor fill W/ epoxy grow l__6" 24" min � I.C.B.O. # 5279, I.C.C. REPORT 5279 PLYWOOD PER PLAN E.N. 2" x 4" SOLE PLATE 2" x F.J. PER PLAN RAFTER PER PLAN NOTES: I6dT.N.PERSCHED LOADS MAY NOT BM. PER PLAN BE INCREASED FOR SHORT SECTION Q TERM LOADING A MUDSILL ON TOP OF GH IS REQUIRED --HIP SIM OR VALLEY BM. PER PLAN TO ACHIEVE THE TABLE LOADS z SCHEDULE 12" min GIRDER PER PLAN 2 -16d T.N. @ 2x aRAFTER GIRDER HOLDOWN PER PLJ N.E.R.44L.A. R.R. 25149 3 -16d T.N. @ 2"x W RAFTER 4 -16d T.N. @ 2"x T RAFTER 2"x RAFTER PER PLAN 5 -16d T.N. @ T X I(r RAFTER (E) OR NEW 2"x STUDS WHERE OCCURS 2"x BLOCKING / , (E) 2- x F.J. WHERE OCCURS \2"x 4" P.T. MUDSILL w/ %"DIAM. 18" min. x 10" L. A.B. & MUDSCREED wt 2"x 2"x 16" WASHERS n_ T TT-7 01C @ 48 .. 4�01 IKO is Marco A, Ahumada 11111 Barclay Dr. Apt. 1 Phone 714 / 470-9162 Garden Grove, Ca 92841 Owner: Mrs. Rosaura Enriquez Ph # 714 /541- 2428 Description of Job: 384 Room Addon New Fam Rm nn • '♦e a, i1 IMAM I1 I' �lA �.�•A gym.:. �a,.�. .��.l�lbR'+�. � � �: � •. RAM la IaCZ�r�'l�i�i�� 1 1VV vo Marco A. Ahumada 11111 Barclay Dr, Apt. 1 Phone 7141470.9162 Garden Grove, Ca 92841 i Mrs. Rosaura Enriquez Ph#714/41 -2428 4/ Rittifinkfifitii New Fam i �Z!