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Home My WebLink About10147088.pdfPL- c3l,S a � �._ 20 —0 # t # m FLOOR SHEATING i y I t /c FIELD �_.�.�.. w,.,...�..�..,....�._...�,,.�.>�a.....,,:nu,•w�u,Iwo.�w�+'�,�avw�•w,..�+,:.,>n•.•*a....>u... ,,.r ,+x�>.,�.Ma.»�rM.a-.s-+wvu* �.-.Yo..�,..+, .., ..,. �... ..,,..._a ., , �� m:.n � t £ i 1 f tt "L ,J t ti yeN .2� , _ IT 4 yy Y ,: > C"F✓�'t ` n � , i � ,.,,. „ , `C' ; . as+.'ry rs �i'� x .D,�; A , } f Q_ (. '"�O4A S:I T.J F t ) , 3 ,is„ 3� t a I \ j i `t ' j s, [ 2 s 2 gf!r�`" `T y /t 1 i ¢ x Div W/ 11 >JIC tL , , $ 4i x 3 , ��-,��..{ �T � "'� ,r�"� 1 t f "`,/"j�j� 3 � 3 j( {. f i,,'J�"�^j..8 . i I f ,.� '�j ��•�'` '�-� j �y ps. 3 , -^+"IT?�' i/}n,.� ( $ , '.,.t` C •-t^/. x 1 Kl ,i ; { � f : z' s s �t. 10 ,}g.,p »(��j l / { (t d 5Y' �. ..f,. s"o ) s44 f ; , _ ...•� i} _-_ ,'`�%�i�; .� t ti�-,.s ? '; j ' s�a " --�'" 7� l(iLiI' _ � i L t c ; t I h , t Z 411*4 ge ov, p { \ pq5 jt , » " � _► 4,,, j, { " C ' S C U C"Yii' Cats 1 Ai I f i i a � } k R r� "y�•. c) Ir' ° 12x `"' t Y t «:-.x-_s'1FM',n'".:,.mro.....•.,v.,t%.. .rs .... y�.>, _ .�.z'.. �.h., .wx. _..nz.,w..., a .:•.,wa+m,+.nr. ff `E f i f%nR PLAM !d J-I r Z{r �1�- t C '- P4P t � - III �0 1:7 e i�'-X IIQ_I 'i WI `1\i i -L c4'{, i £ . N tc� \�4° 1 &A,1 - .. _.. k .,tj Nt t_ to e-A4 U\I, _ (E) S,F.R. 860 S.F, (E) PORCH 63 S.F. (E) GARAGE 360 S.F. (N) ROOM ADDITTION 422 S,F, TOTAL LOT RATIO 1,705 S.F. LOT SIZE 5775 SF LOT COVERAGE 30% ,,. - L --z4e f 11 faro xX ' �I� I*11 i�Ir 1 t RADIANT BARRIER PER T-24 AT PLYWOOD UNDERSIDE ROOF SHEATING ROOFINGV CDX, 2410 INDEX -PLYWOOD W/ 8d COMMON NAILS ♦ a ASPHALT SHINGLE CLASS'B'OR BETTER TO MATCH EXISTING S.F.R. UNDERLAYMENT P,PEPAf}ED BY: i Y t i t f {S j: 2 , t t ia Y C { � s t Ar cet,% 714 / 285 1121 2017 W. ALCO AVE. S A N T A A N A CALIFORNIA 92703 MACIELAL@MSN. COM • REVISIONS sal s!�$- DRAWN CHECKED DATE SCALE Joe ND. SHEET Aml PftINT10 ON CLgARPR}NT 1000H _ IL +7 -7 El SHEAR WALL SCHEDULE 1997 U.B.0 SILL BOLTING ALLOWABLE EXTERIOR INTERIOR SILL NAILING @ MARK WALL TYPE SHEAR WALLS WALLS UPPER STORIES 70STUCCO OVER PAPER BACKED LAT W/I 6 GA STAPLES @ 6' OIC QTOP & BOTTOM PLATES, EDGE OF SHEAR WALL AND ON FIELD (ICBO REPORT No. 1823, FEB, 1973) OR (ICBO No. 1318, 180PLF 518@5!Y'O/C 5/8@55'O/C 16d @ 8' 016 FEB, 1973) OR (ICBO No. 1254, FEB 1972) NOTE 4 AND 9 BELOW 318'PLYWD SRUCT If OR STD SHTG WITH 8d NAILS @ 6" O/C @ EDGES & 12`01C FIELD 260PLF 5/8036'O/C 518@38'0/C 16d @ 6" 010 (TABLE 23-114-1 U,B.C.) NOTE 1,9,10 & 11 BELOW 316'PLYWD SRUCT11 OR STD SHTG WITH 8d NAILS @,V O/C @ EDGES & 12" O/C FIELD 350 PLF 5/8 @ 26- O/C 5/8 @ 2W O/C ,V 16d @'OIC (TABLE 23.11_1_4 U.B.C.NOTE 1, 6, 9,10 & I I BELOW /11\3/8" PLYWO SRUCT It OR STD SHTG WITH 8d NAILS @ 4" O/C @ EDGES & 12" O/C FIELD 380 PLF 518 @ 26'01C 518 @ 26" O/C 16d @ 4'01C \ (TABLE 23-11-1-1 U.S.C) NOTE 1, 3,5,6,9, 10 & 11 BELOW Al\31&'PLYWD SRUCT 11 OR STD SHTG WITH 8d NAILS @ 3" O/C @ EDGES & 12" O/C FIELD 490 PLF 5/8 @ 2fY'O/C 5/6 @ 20'01C 16d @ \ ((ABLE 23-11-1-1 U.B.C,) NOTE 1, 3,5,6,9, 10 & 11 BELOW I 31/2"O/C 3f8'PLYWD SRUCT 11 OR STD SHTG WITH 8d NAILS @ 2" O/C @ EDGES & 12" O/C FIELD 610 PLF 5/8 @ 16. O/C 5/8 @,16" O/C 16d @ (TABLE 23-11-1-1 U.S.C. NOTE 1, 3,5,6, 9, 10 & 11 BELOW 21/2'0/C 1/2" STRUCT IPLYWD WITH 10d NAILS @ Z' O!C @ EDGES & 12" O/C FIELD 870 PLF 3/4 @ 16" O/C 3/4016'0/C NIA OVER 3X STUDS ABLE 2341-f-1 U.B.C. NOTE 1, 3,5,6,9, 10 & 11 BELOW NOTES: I.- ALL EDGES OF PLYWOOD SHEARWALLS MUST BE BLOCKED WITH 2x SOLID BLOCKING FOR WALLS TYPES 9 & 10, AND 3 x SOLID BLOCKING FOR WALLS TYPES 11, 12,13 & 14 2.- WHERE SHEAR WALL SHEATING IS TO BE APPLIED TO BOTH SIDES IF WALL, DOUBLE THE NUMBER OF BOLTS. (I.E. HALF THE O/C SPACING) &- USE 3 x PRESSURE TREATED DOUGLAS FIR SILL PLATES AT FOUNDATIONIFIRST FLOOR ONLY 4,- PAPER BACKED SELF FURRING EXPANDED METAL LATH ICBO APPROVAL S.- GRAMING AT ADJOINING PANEL EDGES SHALL BE 3- INCH NOMINAL OR WIDER & NAILS SHALL BE STAGGERED 6.- WHERE PLYWOOD IS APPLIED ON BOTH FACES OF A WALL AND NAIL SPACING IS LESS THAN 6'010 ON EITHER SIDE, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS OR FRAMING SHALL BE 3- INCHES NOMINAL OR THICKER & NAILS ON EACH SIDE SHALL BE STAGGERED T- ALL CONTINUOUS EXTERIOR FOOTING TO HAVE 51&'x I U'A.B.'s @ 4&'OIC UNLESS OTHERWISE NOTED ON PLANS &- ALL INTERIOR BEARING AND NON BEARING FOOTINGS TO HAVE 7132'SHOT PINS @ 37'0/C & 49'01C RESPECTIVELY: LE, OZARK # H-67 ICSO REPORT 1280, MAY 1987 9,- USE 2 112 x 2 1/2" x 3M 6'PLATE WASHERS 10.- USE COX CC OR STD SHTG IN LIEU OF SRUCT 11 PLYWOOD. ALL PLYWOOD SHALL BE DOUGLAS FIR. OTHER SPECIES MAY REQUIRE CHANGES. I I �- AT EXISTING FOOTINGS USE REDHEAD WEDGE ANCHORS TO COMPLY WITH SILL BOLTING ICSO # 1372 MIN EMBED 7 1 a' STRUCTURAL NOTES CONCRETE I.- ALL CONCRETE UNLESS OTHERWISE NOTED SHALL BE REGULAR WEIGHT HARD ROCK TYPE (150 'CU FT) AGREGATeS SHALL BE NATURAL SAND AND ROCK CONFORMING TO ASTM C-33 WITH PROVEN SHRINK AGE CHARACTERISITCS OF LESS THAN 0.05 %. 2,- READY Mix CONCRETE SHALL BE MIXED AND DELIVERED IN ACCORDANCE WITH ASTM C- 94 PLACEMENT OF CONCRETE SHALL CONFORM TO ACI 301. 3,- CEMENT FOR ALL CONCRETE SMALL BE PORTLAND CEMENT TYPE V OR BLOW ALKALL CONFORMING TO ASTM C-150, 4.- MINIMUM COMPRESSIVE STRENGHT OF CONCRETE AT AGE OF 28 DAYS FOR: FOOTINGS 2,500 PSI SLAB OR GRADE 2,500 PSI 12- SIDEWALKS 2,000 PSI 5.- MAXIMUM SLUMP SHALL NOT EXCEEDV. 6: CONCRETE SHALL BE MAINTAINED IN A MOIST CONDITION FOR A MINIMUM OF 5 DAYS AFTER PLACEMENT. ALTERNATIVE METODS WILL BE APPROVED IF SATISFACTORY PERFORMANCE CAN BE ASSURED. 7,- ALL REINFORCING STEEL ANCHOR BOLTS, DOWELLs AND OTHER INSERTS SHALL BE SECURELY FASTENED IN THE FORMS BEFORE CONCRETE IS POURED. ADEQUATE CLEANOLITS SHALL BE PROVIDED IN BOTTOM OF CONCRETE FORMS FOR PROPER CLEANOUT AND INSPECTION. 8: VIBRATION OF CONCRETE SHALL BE IN ACCORDANCE WITH THE GENERAL PROVISIONS OUTLINED IN PORTLAND CEMENT ASSOCIATION SPECIFICATIONS ST-26, S.- EXPOSED CORNERS OF COLUMNS, BEAMS, WALLS, ETC,, SHALL BE FORMED WITH CHAMFERS UNLESS DETAILED OTHERWISE. 10.- CONCRETE CONTRACTOR SHALL BE SUBMIT PROPOSED CONCRETE DESIGN MIX TO THE ARCHITECT AND ENGINEER OF RECORD, PRIOR TO STARTING THE WORK. I I. NO WATER SHALL BE ADDED TO CONCRETE WITH TEMPERATURE IN EXCESS OF 95 * F. 12, WIRE MESH LAP (END & SIDE) SHALL BE ONE FULL MESH -2 I.- PLYWOOD SHEETS SHALL BE CDX CONFORMING TO PS 1-95 AND SHALL BE STAMPED WITH THE DRPA GRADE OF THE AMERICAN PLYWOOD ASSOCIATION, UNLESS NOTED OTHERWISE ON THE PLANS, 2,- EACH SHEET SHALL HAVE A MINIMUM AREA OF 8 $0. FT, WITH A MINIMUM DIMENSION OF 2 FEET. jap p" "J., 111 ml 3,-: SEE FRAMING PLAN FOR DIAPHRAGM NAILING SHEDULE, NAILING SHALL BE INSPECTED RING. 2 C ,,c eetw ta r-i' m AlF A mlr sAm"OUTH ELEVAmATION SC=1/4=1'-0'* h F 4 4-4,T S4�1 0 (4 UE -rb 1-1 MZA 6-5, www EST ELEVATION SC=114=11-011 199-151 w" IN I.- FOUNDATION HAS BEEN DESIGNED ASSUMING MINIMUM ALLOWABLE DOLL BEARING PRESSURE PER 2001 UNIFORM BUILDING CODE SHALL BE AS FOLLOWS: CONTINUOUS FOOTING 1,000 P.S.F. ISOLATED FOOTING 1,000 P,S.F. 2- ALL FOOTINGS SHALL BE FOUNDED ON OR BELOW FIRM UNDISTURBED NATURAL SOIL OR APPROVED COMPACTED FILL AND ADJACENT FINISH GRADE UNLESS NOTED OTHERWISE. 3.- ALL FOOTING SHALL BE CENTERED ON PLASTER AND/OR WALL AND COLUMN UNLESS OTHERWISE NOTED. 4,- FINISH FLOOR (r.F) EXCAVATION SHALL BE AS NOTED ON GRADING PLANS. 5.- THE CONTRACTOR -SHALL BE SOLELY RESPONSIBLE FOR ALL EXCAVATION PROCEDURES INCLUDING LAGGING, SHORING AND PROTECTION OF ANY ADJACENT PROPERTY STRUCTURES, STREETS AND UTILITIES IN ACCORDANCE WITH ALL NATIONAL, STATE AND LOCAL SAFETY ORDINANCES, 6.-.ALL FOOTINGS SHALL BE FORMED TO MEET SIZES INDICATED ON DRAWINGS, DETAILS AND/OR SHEDULES. 7-ALL FOOTINGS AND PIERS SHALL BE CENTERED UNDER THE BUILDING COLUMNS (U.N.0) 8.- ALL EXISTING UTILITIES THAT INTERFERE WITH THE STRUCTURAL FOUNDATIONS SHALL BE REMOVED AND RELOCATED. 9.- ALL PIPES, DUCTS AND CONDUITS WITHIN THE SPHERE OF INFLUENCE OF THE FOOTING (THE PRESSURE ZONE, EXTENDING BELOW THE FOOTING, BASED ON A 2 HORIZONTAL TO I VERTICAL SLOPE) SHALL BE SLEEVED THROUGH CONCRETE CAST -IN -PLACE AT THE FOUNDATION POUR. 10.- FOUNDATION MAY BE SUBJECT TO TRUCTURAL REVISION IN THE FIELD DUE THE POSSIBLE VARYING SUBSURFACE CONDITIONS. LUMBER I,- ALL LUMBER SHALL BE GRADE MARKED DOUGLAS FIR LARCH CONFORMING TO DIVISION 23 (2001 C.B.C). 2- RAFTER, BEAMS, PURLINS SHALL BE DOUGLAS FIR NO. UNLESS OTHERWISE NOTED, 12. f 2 Y, �'�K44y' "A. 3,_ GRADE JOIST, PURLINS 2" TO 4" WIDE, 6 & DEEPER No, I BEAMS, PURLINS OVER 4" WIDE No. I SUBPURLINS , 2" TO 4" WIDE, 6 & DEEPER No. I LEDGERS No. 2 STUDS 2"xVOR 3" x 4" STUDS, STUDS 2'X6' No. I POSTS 6'x 5" AND LARGER No. I SILLS, PLATES AND BLOCKING No. 2 4.- SILLS AND PLATES IN CONTACT WITH CONCRETE OR MASONRY AND WITHIN 49' OF GROUND, SHALL BE PRESSURE TRESTED DOUGLAS FIR (PTDF) SILLS SHALL BE BOLTED TO THE FOUNDATION WITH'S/Br DIAMETER x IT LONG BOLTS AT 48' ON CENTER 12" MINIMUM FROM ENDS OR TWO BOLTS MINIMUM PER PIECE, (LESS OTHERWISE NOTED, 5,- STUD WALLS ABUTING A CONCRETE OR MASONRY WALL, SHALL BE BOLTED TO THE WALL WITH 5/8" ANCHOR BOLTS AT 24" 01C. 6.- ALL NON BEARING STUD WALLS, SHALL BE 2" x STUDS AT IWO/C WITH 5/6'GYP. BOARD EACH SIDE, UNLESS OTHERWISE NOTED. 7.- ALL STUD WALLS SHALL HAVE FULL HEIGHT I' x 6" DIAGONAL LEFT -IN BRACES AT ENDS AT INTERVALS NOT EXCEEDING 25 FEET 01C UNLESS OTHERWISE NOTED ON PLANS, BRACES SHALL COVER A MINIMUM OF SIX STUD SPACES, S.-COMMON NAILS SHALL BE USED. 9: FIRE BLOCKING 2"x I %" THICK, SHALL BE PLACED IN STUD WALLS AT CEILING AND FLOOR LEVELS AT EACH 10' HEIGHT OF STUDS AND BETWEEN STAIR STRINGERS AT SUPPORTS. 10.- JOISTS SHALL BE BNLOCKED AT SUPPORTS AND BRIDGED OR BLOCKED AT INTERVALS OF &WHERE JOISTS ARE 2"x 12" OR DEEPER. I I.- MAXIMUM UNSUPPORTE HEIGHT FOR NON -BEARING PARTITION SHALL BE: Z'x 4" @ 16" O/C UP TO I W-O' 7'x 6'@ 16'01C UP TO 20'-0" 2'x 8"@ 16" O/C UP TO 26-a' 12.- PROVIDE DOUBLE JOISTS UNDER PARALLEL BEARING PARTITION WALLS, 13.- BOLTS HOLES IN WOOD MEMBERS SHALL BE A MINIMUM 1/32" AND A MAXIMUM 1116' LARGER THAN THE BOLT DIAMETER. REINFORCING STEEL I.- REINFORCING STEEL SHALL BE INTERMEDIATE GRADE DEFORMED SEARS AS FOLLOWS: FOOTING, SLAB ON GRADE, MASONRY AND SENT DOW ELLS, TIES: # 3 BAR AND SMALLER ASTM A-615GRADE 40 # 4 BAR AND LARGER ASTM A- 615 GRADE 60 2- DEFORMATION OF REINFORCING SHALL BE IN ACCORDANCE WITH ASTM A-305 AND BENDING IN ACCORDANCE WITH ACI-318-95. 3: MINIMUM ONCRETE COVER OVER REINFORCING REBAR FOR: (EXCEPT AS NOTED OTHERWISE) NOT EXPOSED TO WEATHER OR EARTH 1 EXPOSED TO WEATHER I 1K EXPOSED TO EARTH 2' PILASTER, BEAM & COLUMN TIES I % FORMED FOOTING AND WALL EXPOSED TO EARTH 2' UNIFORMED FOOTING AND WALL EXPOSED TO EARTH 3" SLAB ON GRADE 2„ 4, SPLICE IN CONCRETE: MINIMUM OF 36 BAR DIAMETER OR 12'WICHEVER IS GREATER. S.- WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-1 85 AND 1-82, 6.-ALL DETAILING OF REINFORCING SHALL CONFORM TO THE REQUIREMENTS OF ACI $18-95 7.-ALL REINFORCING STEEL, DOWELS, ANCHOR BOLTS, INSERTS, ETC, SHALL BE SECURED PLACE PRIOR TO PLACING ANY CONCRETE OR GROUT. S.- ALL REINFORCING STEEL SHALL CONFORM TO THE REQUIREMENTS OF ASTM A-615 GRADE 60. 9.- ALL REINFORCING BAR BENDS SHALL BE MADE COLD. 10,- ALL REINFORCING BARS SHALL BE FREE FROM GREASE, RUST, MILL SCALE OR ANY OTHER FOREIGN MATERIAL WISH MAY AFFECT THE BARS ABILITY TO BOND TO THE MORTAR. I I: REINFORCEMENT THAT IS PARTIALLY EMBEDED IN CONCRETE SHALL NOT BE FIELD BENT EXCEPT AS SPECIFICALLY DETAILED IN THESE DRAWINGS OR WITHOUT THE WRITTEN APPROVAL OF THE ENGINEER OF RECORD. 12.-ALL REINFORCING STEEL SHALL BE PROVIDED AT ALL POUR JOINTS ON THE DRAWINGS, WHERE LAP AND/OR SPLICE LOCATIONS ARE NOT SPECIFICALLY INIDICATED, PROVIDE CLASS 'C' SPLICE PER SCHEDULE. ALL SPLICE LOCATIONS SHALL BE CLEARLY SHOWN ON SHOP DRAWINGS AND APPROVED BY ENGINEER OF RECORD BEFORE FABRICATION. 13.- PLACING TOLERANCES AND BAR SUPPORTS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR REINFORCING CONCRETE CONSTRUCTION BY WCRSl. 14,- CLEARANCE BETWEEN PARALLEL BARS IN A LAYER SHALL NOT BE LESS THAN I' NOR I BAR DIA NOR I x MAX AGRAGATE SIZE, BARS IN SECOND LAYER SHALL BE DIRECTLY ABOVE BARS IN FIRST LAYER, MIN DISTANCE BETWEEN LAYERS I". lot- kMkV' qtx 10 4 v T t1. Ul'( fL TV) e Pitt SEC""TION A SC=1/4_-l'-W' u L�' ri YAr .4 Of A 0� 17 F�A F9, 3J. --roil e A-0 V k. 6)Ix 11 A 44. --lot 'aa cv /JATI�PAL. Oi/ x� 8 ctlwo C.0 jalIev, t Tri N -!7 CL . 3-11;�- Ilk L-M PIN Jill wsm w Le SMEME 3' MIN, aRl SCHEDULE TYPE HD2Aj H05A HD6A HDBA HD10A M.B. " 2-5/8 12-3/4 3-3/4 3-7/8 "7/8 HB 4 1/ 5 1/1+t 1 Vt 1) f8 1 6 1/8 SB 2 1 3- 13 1/2rp3 1/2'3 1/12 CL I 1/,'2 1/1 i2 1/1J2 JLIEiLiz!s SO 1/4 1/20 3/4* 13/4' 3/4" 1% 16 20 28 28 28 1. wyjw 12* W 24' 24" 24* 2 b 20 , 24 34 34 34 Le lim am W 20m 28m 28' 28' Emir Alf 2775 -4o-10 5100 7460 950 2775 4010 5100 7460 9W FRIEVISIONS 1 13Y -1 ORAWN CHECKNO DATE SCALIE Joe No. SHISET Alm2 'm PRINTED ON CLEARPRINT 1000N, --- --- ------- ------ ----- - ----- --- DRILL 9/1 6*MIN 0 f #4 REBAR HOLE FILL W/EPDXY DOWELS 0 GROUT & INSERT DOWEL NO SPECIAL INSPECTION 24*O.C. ALTERNATE- USE 1/2' ' IS REO*D, FOR EPDXY IN REDHEADS & THRD'D ROD THIS APPUCATION. AT SLABS DRILL SLANT HOLES EX REBAR DOWELS NEW SAME SIZE 1/16- OVER DOA OF-\7, SPACING AS BAR FILL W/EPDXY 24*MIN FOOTINGS GROUT f TYP. HRC END OF RIDGE HRC 0 TRUSS c TYIP. RIDGE CONN.', I � INTER ON CLEARPRINT 1000H, TYP. HRC END OF RIDGE HRC 0 TRUSS c TYIP. RIDGE CONN.', I � INTER ON CLEARPRINT 1000H,