HomeMy WebLinkAboutAdministrative Permit APX2004011 - PlansAddress: 16215 Way Farer Ln, CA 92649 • • • • • •• • • • • • • • • • • • • • •1J GENERAL NOTE TO CORTRAC1OR: DIMENSIONS DIMENSIONS SHALL TAKE PRECEDENT: WER SCALED•DIMENBIONS.• • • • • • STRUCTURE LUMBER :• • • • • • ALL STRUCTURAL WOOD MEMBERS SHALL BE IN THT BEST SELECTION OF DOUGLAS FIR PER WCLIB GRADING RULE '16'. UNLESS NOTED OTHERWISE. EACH PIECE OF LUMBER SHALL BE GRADE MARKED, AND COMPNY WITH THE FOLLOWINGS' A. 2X STUDS, D.F. NO. I B. POSTS, D.F. NO. 1 C. 2X AND 4X R/J,• C/J, F/J BEAMS AND HEADERS D.F. NO. I & BETTER Fb=1000 psi, Fv=95 psi, E=1,700000 psi D. 6X AND WIDER BEAMS AND HEADERS D.F. NO. 1 Fb=1350 psi, Fv=85 psi, E=1,600000 psi D.F.S.S. Fb=1600 psi, Fv=85 psi, E=1,600000 psi GLU-LAMINATED BEAMS 1. ALL GLUED LAMINATED MEMBERS SHALL BE MADE OF 1 1/2' D.F. LAMINATIONS, COMBINATION 24F PER AMERICAN INSTITUTE OF TIMBER CONSTRUCTION. 2. INDUSTRIAL APPERANCES GRADE SHALL BE USED, WITH MISTURE CONTENT BETWEEN 7% AND 147. U.O.N. 3. FABRICATOR SHALL BE A MEMBER OF A.I.T.C. AND FABRICATION SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF 'TIMBER CONSTRUCTION STANDARDS', BY A.I.T.C. LUMBER SHALL BE MARKED WITH AN A.I.T.C QUALITY MARK INDICATING CONFORMANCE WITH THE COMMERCIAL STANDAR 'STRUCTURAL GLUED LAMINATED LUMBER.' 4. GLUED LAMINATED MEMBERS SHALL BE ACCOMPANIED BY A CETIFICATE OF INSPECTION, 5. THE FABRICATOR SHALL SUBMIT COMPLETE SHOP DRAWINGS TO BUILDING DEPARTMENTS AND TO ENGINEER FOR APPROVAL PRIOR TO FABRICATION. 6. ALL GLUED LAMINATED BEAMS WILL HAVE A STANDARD CAMBER OF RADIUS-1600, U.N.O. PLYWOOD ALL PLYWOOD SHALL CONFORM TO C.B.C. STANDARD No. 25-9. PLYWOOD EXPOSED TO THE ELEMENTS SHALL BE OF EXTOERIOR GRADE WITH EXTERIOR GLUE (CCX). WOOD FRAMINGS ALL LUMBER IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED DOUGLAS FIR OR CONSTRUCTION GRADE REDWOOD. HORIZONTAL FRAMING LUMBER (BEAMS, STRINGERS, JOIST, ETC.) TO BE DOUGLAS FIR #1 OR BETTER (UNLESS OTHERWISE NOTED IN PLANS). LUMBER SHALL BE GRADE MARKED. VERTICAL FRAMING LUMBER (POST, STUDS, ETC.) AND WALL PLATES SHALL BE OF 'STANDARD' GRADE DOUGLAS FIR OR LARCH. CUTTING AND NOTCHING IN EXTERIOR WALLS AND BEARING PARTITIONS ANY WOOD STUD MAY BE CUT OR NOTCHED TO A DEPTH NOT EXCEEDING 257 OF ITS WIDTH. CUTTING OR NOTCHING OF STUDS TO A DEPTH NOT GREATER THAN 407. OF THE STUD ARE PERMITTED IN NON-BEARING PARTITIONS SUPPORTING NO LOADS OTHER THAN THE WEIGHT OF THE PARTITION. BORED HOLES A HOLE NOT GREATER IN DIAMETER THAN 407. OF THE STUD WIDTH MAY BE BORED IN ANY WOOD STUD. BORED HOLES NOT GREATER THAN 60% OF THE STUD ARE PERMITTED IN NON-BEARING PARTITIONS OR IN ANY WALL WHERE EACH BORED STUD IS DOUBLED, PROVIDED NOT MORE THAN 2 SUCH SUCCESSIVE DOUBLE STUDS ARE SO BORED. IN NO CASE SHALL THE EDGE OF A BORED HOLE BE GREATER THAN 5/8' TO TH EDG OF TH STUD. R HA N AT T AM T N F AS CU OR NOTCH. FOUNDATION FOUNDATION DESIGN IS BASED ON SOIL PRESSUR OF 1000 psi.' ANCHOR BOLTS 1. ALL EXTERIOR WALLS TO BE SECURED WITH 5/8' dia. x 12' A.B.'S AT 48' o.c. WITH 9' OF EMBEDMENT, U.O.N. 2. ALL INTERIOR WALL WITHSHORT PINSi RAMSET # 3348 OR EQUIVALENT AT 36' o.c AT BEARING WALL AND 48' o.c AT NON-BEARING WALL, U.O.N. CONCRETE CONCRETE IN CONTACT WITH SOIL SHALL HAVE AN ULTIMATE COMPRESSIVE STRENGTH OF 4,500 psi, WATER-CEMENT RATIO OF 0.45 AND TYPE V CEMENT. REINFORCING STEEL REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO ASTM-A-615 GRADE 60. SPACING BETWEEN PARALLEL BARS SHALL BE 1-1/2' MINIMUM. ALL REINFORCING BARS SHALL HAVE A MIN. CONCRETE COVER OF 3' FROM EARTH. ALL STEEL BARS CHAIRS,SPREADERS, etc. AS REQUITED TO HOLD THE STEEL IN PLACE TO BE PROVIDED. REINFORCMENT MARKED CONTINUOUS MAY BE SPLICED BY CAPPING 30 BAR DIAMETER IN CONCRETE. USE DOUBLE FLOOR JOISTS BELOW ALL PARALLEL WALLS U.O.N. AT FLOOR LEVELS USE SOLID BLOCKING BELOW TRIMMERS AND POSTS FROM BEARING HEADERS AND BEAMS. ALL POSTS MSB SHALLMATCH BEAM WIDTH. ROOF MATERIAL 1. ROOF MATERIAL SHALL WEIGH NOT MORE THAN 8 #/SF. 2. MINIMUM CLASS A ROOFING ASSEMBLY IS REQUIRED FOR THIS PROJECT ROOF SHEATHING USE 1/2' STR. I C-D OR C-C PLYWOOD. MIN. PANEL INDEX NUMBER (32/12)WITH 8d NAILS AT 6' o.c SUPPORTED EDGES AND BOUNDRIES AT 12' o.c IN THE FIELD (UNBLOCKED U.O.N.). FLOOR SHEATHING USE 5/8' STR. I C-D OR C-C PLYWOOD. MIN. PANEL' INDEX NUMBER (32/12),TONGUE & GROOVE,WITH 10d NAILS AT 6' o.c SUPPORTED EDGES AND BOUNDRIES AT 12' o.c IN THE FIELD (UNBLOCKED U.O.N.). WASHER SCHEDULE 1. WASHERS SHALL BE USED UNDER HEADS AND NUTS OF ALL BOLTS BEARING ON WOOD. THE WASHERS LISTED BELOW SHALL BE USED IN THE FOLLOWING LOCATION, A. SOLE PLATES TO FOUNDATIONS. B. WOOD LEGERS AND CAPS TO CONCRETE AND MASONRY WALLS. C. AGAIST THE 2X MEMBER WHEN 2X MEMBER IS BOLTED AGAINST A HEAVIER MEMBER. D. STANDARD CUT WASHERS MAY BE USED ELSWHERE U.O.N. ON DRAWINGS. BOLT STEEL PLATE WASHERS HALL IRON SIZE SQUARE ROUND ROUND 1/2' 2 1/2x2 1/2x1/4 1 1/4x1/4 2 1/2x1/4 5/8' 2 1/2x2 1/2x1/4 2 3/4x1/4 2 3/4x5/16 3/4' 3x3x1/4 3x5/16 3x7/16 1' 4x4x3/8 4x7/16 4x1/2 SYMBOLS SHEAR WALL SCHDULE DOOR SCHDULE WINDOW SCHDULE REMOVE DETAIL OWNER: JAFAR & SHIPA MONAZZAM ADDRESS, 16215 WAY FARER HUNINGTON MAN FWARM BY., NASA RAIIPOM RUSRR9 SW. fNOMM CAM 7/22/2004 Alt 3490 s,opan Or. R•xM Pda Vudw CA 90273 Id. (310)G7d774 SCALES m "u scale DBL STUDS BEARING OR NON-BRS not to 5/8' HIN. I 1/2'x NOTCH & BORING NOT TO OCCUR IN SAME ;TUD(TYP.) BORE 60X MAX. ZI'0 - 2x4JY 3.3'0 - 2x6 3 1/2' OR 5 1/2' BORE 40% MAX 1.4' 0 - 2x4 2.2'4 - 2x6 I- NOTCH 407 MAX. 7/8' - 2x4 1.37' - 2x6 BEARING STUDS not to scale 5/8' MIN. 3 1/2' OR 5 1/2' BORE 60% MAX. 2A'0 - 2x4 3.3.0 - 2x6 I-- NOTCH 40% MAX L4' - 2x4 2.2' - 2x6 NON-BEARING STUDS not to scale DEFINmONS: MSB_. MULTIPLE STUD BEARINGS. U.ON_ UNLESS OTHERWISE NOTED. 19 EdinperAve. 5. PROJECT LOCATION VICINITY MAP. N.T.S. BEACH, CA 90720 TEL.t (714) 840-2311 PROJECT TITLE TWO STORY REMODELING 16215 WAY FARER LN. 103 GENERAL INFORMATION BUILDING TYPE SINGLE FAMILY ATTACHED CONSTRUCYION TYPE ADDITION NUMBER OF DWELLING UNITS-1 NUMBER OF STORIES 2 FLOOR CONSTRUCTION TYPE_ CONC. SLAB CONSTRUCTION V - N OCCUPANCY R-3-U-t -PROJECT DATA LOT ZIZE REGULAR LOT AREA 6000 SF EXISTING STRUCTURES DWELLING 5000 SF GARAG 540 SF BALCONY 80 SF FOOT PRINT 50.25% PROPOSED FIRST FLOOR 96 SF SECOND FLOOR 29 SF FOOT PRINT 1.6% TOTAL NEW ADDITION 125 SF TOTAL ADDITION 5125 SF (EXISTING & NEW) BALCONY 80 SF GARAGE 540 SF TOTAL FOOT PRINT 51.85% 101 1 10 13'-5' • ••• • •• • • • • • • •• • • • • •: 00: 19'-1' A'-4' TTY2-2'-11' ° • •/\ I 17 - 0 0 oar 10 12'-10'21'2,-10' INSTALL NEW WINDOW I I (E)9.5'X8' WINDOW FAMILY RM. (FIRST FLOOR) KITCHEN INSTALL NEW WINDOW 6'X6' WINDOWI II 11u II DINING ROOM I Id ICL11,-L'llW IIIII II III I II IIII II 3'-10' INSTALL NEW WINDOW 9.5'X8' WINDOW DNA --I ---JI I trr 1--11 II-------_7i 11 I 1 I II UP I n I INSTALL NEW WINDOW 6'X6' WINDOW 18'-7' t Q- =Z=III 11 u-----Y-I \II I ------------u- - - - - - - - - - - - I I 'Z I I 17-1II I! NEW ADDITION TO LOWER LEVEL PLAN SCALE. 1/4' - 2' 17'11 112'1 1-10'-10'- REMOVE EX. NON-BEARING WALL CONST. NEW WALL 1 0'-10'- I T.V. ROOM 26'-5' I<------------20'-7'------------* -----------19'-5'------------r -------------- ------ ------ Ul ------, - --- III III- -- -------_-IIIII__j ---------- --i lII r ---------15'-11'---------- j 11 KITCHEN 11 12'U' III 1, II III II III II IIl 9.5'X8' WINDOW I 20'L6' III II FAMILY RM. (FIRST FLOOR) 4,14, J---------15'-S'-------- I W li.II 6'X6' WINDOW IIIII Ih DINING ROOMI III 12'10' II r-- -`III 11 I II III 38'-1' l i U II 1219• II J II I'I I 1I a 11 9'16'-----10'-10'-----,1 it II 1 III IIII , III III III 9.5'X8 ' WINDOW III IIIII111 11IIIII1 11II { I T.V. ROOMi Il DN___ N tI 1 1 m V 112,!Il'IIII'I I [___-r____1 N A I III!,L_i L-1 I -nn =p==_JI II 1 IIIt- - I I t m UP i u I lu II -LL- I ----I I I ( IW 13,-5' 26'L5' II Inl _LL LI 1111 r r=-Viv ii I it-I-- ENTRY i 11 4- _ ---',III \ 1'--- rrz I II111 i I II --------rl------------LL j-----------v-- IJI EXISTING LOWER FLOOR PLAN SCALC. 1/4' - r SCALES PROJECT TITLE ROOM ADDITION 16215 WAY FARER LN. 103 104 4 IO 8-4 Not' /? a4?MAicr,cI: It T'Lts w)1 b C USeJ tc, C4aVe ' e 'tire roo-c e cecpf , over" 'ne-d e dollon b walrr Cv'or1 fJe,'w/ndows eh+''ravr DECORATIVE STONE '-3' 10. 0 0 0 0 EAST ELEVATION SCALE 1/4' - 4' FF. lk- lk- *--7'-7-----4 A'--7'-7'-4 11 0 ATCH MTHEX HIGHT) 27 -4' 2,C'v4pe,- cai(ee) 4i w,//6C Vscct 4c &C,41 -d d; rj;, ,,Nr ti •GN'S Ra MG1 *C lirolA(A jx+erio^ M4i .r,4J b 5Tv cc.o (K',uki f A'iiIca.^ peach)a ai d /o %,a( reI 4/b i decorcil de sfihe wt' do '. Sa hey 7 / PROJECT TITLE T,,-• s,;;-° mow:'•``' ;:w. SCALES 105 1000 0L102 [3--5 13'-4' 50' 20'-2' FAMILY Rl(aYRST FLOOR) Tmc nT T.V. It" 026'-4! • i i K3 1001 2 2 , GAPAM iP M B ti EXISTING LOWER LEVEL PLAN SCALE' 1/4' . 1 0' 20' ------32"1 !llflElS;^41 RRAM iL T) u I' --- r Y ii -^"y'111IIvALSC IN aos. MAST. BDRII M , II 1JI 41.:-MAST.` 1 4 BATH UP FAMILY FM cIRST FLOOR) !a a-U 90 Rm1 1 3 tXISTING UPPER LEVEL PLAN SCALE' 1M' 10'-5' 8'-2' 3'-7' 4'-7' SCALES IGf. M MOM PROJECT TITLE DEMOLITION PLAN 16215 WAY FARER LNI 103 102 0 0 SOUTH ELEVATION SCALE, 1/4' = 4' 24'x12 HALF ROUND VENT ROUND VENT DOMER(TYP)2 TOTAL 0 WATER FALL NORTH ELEVATION SCALE. 1/4' = 4' 0 0 GUARD RAIL ugVER BED ROOM # 4 4'x3' window LAUNDRY ROOM 4'x3' window STUDY ROOM INSTALL NEW WINDOW (E. 8'x3' window) BED ROOM Y-3' 12'-6' R=' NEW TAB 35'-4' 15'-7' NEW ROOM MODLELING (UPPER LEVEL PLAN) SCALEi 1/4' = 4' ATTIC VENTILATION PROVIDE ATTIC VENTILATION AT EAVES AND GABLE, A MINIMUM OF 1 SO. FT. PER EACH 150 SO. FT OF ATTIC AREA. OPENING SHALL BE COVERED WITH CORROSION RESISTANT MESH, WITH MESH OPEONING OF 1/4' IN DIMENSION. ATTIC AREA 3126 SQ. FT. 3126/150 a 21 SQ. FT. PROVIDE 6- 24'X12' HALF DOOMER AT HIPS = 9.42 SQ. FT. AND 23-6'X12' SQ. AT EVES = 11.5 SQ. FT. 1SCALES 2 BATH ROOM PROJECT TITLE ROOM ADDITION 16215 WAY FARER LN. 0 BATH ROOM A BED ROOM # 4 8'x3' window INSTALL NEW WINDOW (E. 8'x3' window) BED OOM # 3 103 177 CV 14'-2' 7'-2' 13'-11' 0'-6' GAURD RAIL(glass) -7 5'-2' 21'-4' N C3 J U z yJ Q 20'-6' FAMILY RM. BALCONY 2'-91 MAST. BDRM 8'-6' 15' (FIRST FLOOR) 17"C112•\\ l(EPLACEEX WINDOW (E)4'X3' WINDOW (F.V.) 17'-7'I NEW FIRE-PLACE tli 9 ---'r--i1 \ a II -JI I CLitw IIHALL IIII 1I WAY II I L!_J1 11 \ ''l, II NEW WALL GUARD -------- - NEW ADDITION TO UPPER LEVEL PLAN SCALEI 1/4' = 2' RAIL I-------------- ii I REPLACE EX. WINDOW I (E)7/-1O'X 3'WINDOW REI SAUNA 7'-10' PLACE EX. WINDOW (E)9.S'X8' WINDOW (FNJ 0'-7' TERRACE -8-- MAST. BDRM FAMILY RM. (FIRST FLOOR) UP a'oHALL GYM WAY 3'-5'4 SAUNA5'-7' GUARD RAIL EXISTING UPPER FLOOR PLAN SCALE' 1/4' - 2' DR 4 PROJECT TITLE ROOM ADDITION 16215 WAY FARER LN, SCALES "'_" 3'-2' '-4' 0' WALK IN CLOS. 2MAST. BATH 0 UP 103 19'-5' 177 103 3 10 20'-11' 16'-4' S3 • Ad ess: 16215 Way Farer Ln, CA 92649 • . • • •• • • • • • • • • • . • • • ••• GENERAL NOTE TO COf 1TRA • DIMENSIONS DIMENSIONS SHALL TAKE PRECEDENT L100SC4ED. •NBIONS. STRUCTURE LUMBER • • • • • • ALL STRUCTURAL WOOD MEMBERS SHA L BE IN THT BEST SELECTION OF DOUGLAS FIR PER WCLIB GRADING RULE '16', UNLESS NOTED OTHERWISE. EACH PIECE OF LUMBER SHALL BE GRADE MARKED, AND COMPNY WITH THE FOLLOWINGS, A. 2X STUDS, D.F. NO. 1 B. POSTS, D.F. NO. 1 C. 2X AND 4X R/J,• C/J, F/J BEAMS AND HEADERS D.F. NO. 1 & BETTER Fb=1000 psi, Fv=95 psi, E=1,700000 psi D. 6X AND WIDER BEAMS AND HEADERS D.F. NO. 1 Fb=1350 psi, Fv=85 psi, E=1,600000 psi D.F.S.S. Fb=1600 psi, Fv=85 psi, E=1,600000 psi GLU-LAMINATED BEAMS 1. ALL GLUED LAMINATED MEMBERS SHALL BE MADE OF 1 1/2' D.F. LAMINATIONS, COMBINATION 24F PER AMERICAN INSTITUTE OF TIMBER CONSTRUCTION. 2. INDUSTRIAL APPERANCES GRADE SHALL BE USED, WITH MISTURE CONTENT BETWEEN 7X AND 14% U.O.N. 3. FABRICATOR SHALL BE A MEMBER OF A.I.T.C. AND FABRICATION SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF 'TIMBER CONSTRUCTION STANDARDS', BY A.I.T.C. LUMBER SHALL BE MARKED WITH AN A.I.T.C QUALITY MARK INDICATING CONFORMANCE WITH THE COMMERCIAL STANDAR 'STRUCTURAL GLUED LAMINATED LUMBER.' 4. GLUED LAMINATED MEMBERS SHALL BE ACCOMPANIED BY A CETIFICATE OF INSPECTION, 5. THE FABRICATOR SHALL SUBMIT COMPLETE SHOP DRAWINGS TO BUILDING DEPARTMENTS AND TO ENGINEER FOR APPROVAL PRIOR TO FABRICATION. 6. ALL GLUED LAMINATED BEAMS WILL HAVE A STANDARD CAMBER OF RADIUS-1600, U.N.O. PLYWOOD ALL PLYWOOD SHALL CONFORM TO C.B.C. STANDARD No. 25-9. PLYWOOD EXPOSED TO THE ELEMENTS SHALL BE OF EXTOERIOR GRADE WITH EXTERIOR GLUE (CCX). WOOD FRAMING, ALL LUMBER IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED DOUGLAS FIR OR CONSTRUCTION GRADE REDWOOD. HORIZONTAL FRAMING LUMBER (BEAMS, STRINGERS, JOIST, ETC.) TO BE DOUGLAS FIR #1 OR BETTER (UNLESS OTHERWISE NOTED IN PLANS). LUMBER SHALL BE GRADE MARKED. VERTICAL FRAMING LUMBER (POST, STUDS, ETC.) AND WALL PLATES SHALL BE OF 'STANDARD' GRADE DOUGLAS FIR OR LARCH. CUTTING AND NOTCHING IN EXTERIOR WALLS AND BEARING PARTITIONS ANY WOOD STUD MAY BE CUT OR NOTCHED TO A DEPTH NOT EXCEEDING 25% OF ITS WIDTH. CUTTING OR NOTCHING OF STUDS TO A DEPTH NOT GREATER THAN 40Z OF THE STUD ARE PERMITTED IN NON-BEARING PARTITIONS SUPPORTING NO LOADS OTHER THAN THE WEIGHT OF THE PARTITION. BORED HOLES A HOLE NOT GREATER IN DIAMETER THAN 40Z OF THE STUD WIDTH MAY BE BORED IN ANY WOOD STUD. BORED HOLES NOT GREATER THAN 60% OF THE STUD ARE PERMITTED IN NON-BEARING PARTITIONS OR IN ANY WALL WHERE EACH BORED STUD IS DOUBLED, PROVIDED NOT MORE THAN 2 SUCH SUCCESSIVE DOUBLE STUDS ARE SO BORED. IN NO CASE SHALL THE EDGE OF A BORED HOLE BE GREATER THAN•5/8' TO THE DGE OF TH ST D. R H S HA 0 AT T M T N F AS CU 0 NOTCH. FOUNDATION FOUNDATION DESIGN IS BASED ON SOIL PRESSUR OF 1000 psi.' ANCHOR BOLTS 1. ALL EXTERIOR WALLS TO BE SECURED WITH 5/8' dla. x 12' A.B.'S AT 48' o.c. WITH 9' OF EMBEDMENT, U.O.N. 2. ALL INTERIOR WALL WITHSHORT PINSi RAMSET # 3348 OR EQUIVALENT AT 36' o.c AT BEARING WALL AND 48 ' o.c AT NON-BEARING WALL, U.O.N. 5/8' MIN. DBL STUDS BEARING OR NON-BRSCONCRETE CONCRETE IN CONTACT WITH SOIL SHALL HAVE AN ULTIMATE COMPRESSIVE STRENGTH OF 4,500 psi, WATER-CEMENT RATIO OF 0.45 AND TYPE V CEMENT. REINFORCING STEEL REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO ASTM-A-615 GRADE 60. SPACING BETWEEN PARALLEL BARS SHALL BE 1-1/2' MINIMUM. ALL REINFORCING BARS SHALL HAVE A MIN. CONCRETE COVER OF 3' FROM EARTH. ALL STEEL BARS CHAIRS,SPREADERS, etc. AS REQUITED TO HOLD THE STEEL IN PLACE TO BE PROVIDED. REINFORCMENT MARKED CONTINUOUS MAY BE SPLICED BY CAPPING 30 BAR DIAMETER IN CONCRETE. USE DOUBLE FLOOR JOISTS BELOW ALL PARALLEL WALLS U.O.N. AT FLOOR LEVELS USE SOLID BLOCKING BELOW TRIMMERS AND POSTS FROM BEARING HEADERS AND BEAMS. ALL POSTS MSB SHALLMATCH BEAM WIDTH. ROOF MATERIAL 1. ROOF MATERIAL SHALL WEIGH NOT MORE THAN 8 #/SF. 2. MINIMUM CLASS A ROOFING ASSEMBLY IS REQUIRED FOR THIS PROJECT ROOF SHEATHING USE 1/2' STR. I C-D OR C-C PLYWOOD. MIN. PANEL INDEX NUMBER (32/12)WITH 8d NAILS AT 6' o.c SUPPORTED EDGES AND BOUNDRIES AT 12' o.c IN THE FIELD (UNBLOCKED U.O.N.). FLOOR SHEATHING USE 5/8' STR. I C-D OR C-C PLYWOOD. MIN. PANEL•INDEX NUMBER (32/12),TONGUE & GROOVE,WITH 10d NAILS AT 6' o.c SUPPORTED EDGES AND BOUNDRIES AT 12' o.c IN THE FIELD (UNBLOCKED U.O.N.). WASHER SCHEDULE 1. WASHERS SHALL BE USED UNDER HEADS AND NUTS OF ALL BOLTS BEARING ON WOOD . THE WASHERS LISTED BELOW SHALL BE USED IN THE FOLLOWING LOCATION, A. SOLE PLATES TO FOUNDATIONS. B. WOOD LEGERS AND CAPS TO CONCRETE AND MASONRY WALLS. C. AGAIST THE 2X MEMBER WHEN 2X MEMBER IS BOLTED AGAINST A HEAVIER MEMBER. D. STANDARD CUT WASHERS MAY BE USED ELSWHERE U.O.N. ON DRAWINGS. BOLT STEEL PLATE WASHERS MALL IRON SIZE SQUARE ROUND ROUND 1/2' 2 1/2x2 1/2x1/4 1 1/4x1/4 2 1/2x1/4 5/8' 2 1/2x2 1/2x1/4 2 3/4x1/4 2 3/4x5/16 3/4' 3x3x1/4 3x5/16 3x7/16 1' 4x4x3/8 4x7/16 4x1/2 SYMBOLS SHEAR WALL SCHDULE DOOR SCHDULE WINDOW SCHDULE REMOVE DETAIL OWNER: JAFAR & SHIPA MONAZZAM ADDRESS: 16215 WAY FARER HUNINGTON PLAN PRFPARW er.MASS RAIIPOOR OWSD7SD S1R. 9Ma1MFR Ad& 3491 Saaglaa Dr. R.adw Pd" wda. CA 90273 T. (310)617-5574 CAM 7/22/2 004 SCALES "'"'.M as •,r< not to scale 1 1/2'x NOTCH 6 BORING NOT TO OCCUR IN SANE STUD(TYP.) BORE 60% MAX. Z1'O - 2x4 33.0 - 2x6 3 1/2' OR 5 1/2' BORE 40X MAX. L4' 0 - 2x4 2.2'4 - 2x6 I- NOTCH 40% MAX. 7/8' - 2x4 L37' - 2x6 BEARING STUDS not to scale 5/8' MIN. 3 1/2' OR 5 1/2' BORE 607 MAX 2d'0 - 2x4 3.3'0 - 2x6 i- NOTCH 40X MAX. L4' - 2x4 Z2' - 2x6 NON-BEARING STUDS not to scale DEFINITIONS: MSB. MULTIPLE STUD BEARINGS U.O.N... UNLESS OTHERWISE NOTED. 1Mna7•4 CM°SEQppp4 GENERAL INFORMATION BUILDING TYPE SINGLE FAMILY ATTACHED CONSTRUCYION TYPE ADDITION NUMBER OF DWELLING UNITS-1 NUMBER OF STORIES 2 FLOOR CONSTRUCTION TYPE-CONC. SLAB CONSTRUCTION V - N OCCUPANCY R-3-U-1 -PROJECT DATA LOT ZIZE REGULAR LOT AREA 6000 SF EXISTING STRUCTURES DWELLING 5000 SF GARAG 540 SF BALCONY 80 SF FOOT PRINT 5025X P. PROPOSED FIRST FLOOR 96 SF SECOND FLOOR FOOT PRINTINT TOTAL NEW ADDITION 125 SF TOTAL ADDITION 5125 SF(EXISTING & NEW) BALCONY 80 SF GARAGE 540 SF TOTAL FOOT PRINT 51.05X 14 EdnperAve. PROJECT LOCATION VICINITY MAP. N.T.S. BEACH, CA 90720 TEL.: (714) 840-2311 PROJECT TITLE TWO STORY REMODELING 16215 WAY FARER LN. 103 101 1 10 S=1 0 0' 0 20' H.---------------- FAMILY RN. (FIRST FLOOD -4• 8 _- 2'-8'4'-5'-2'-6' --- -------- - - - TERRA i.''f ?II 11 WALK IN ii (25g ELAS. NAST. DORM-_1 4L_ NAST. .BATH LP C .UiI-}1 L 11 11 ------------------- ----E GYM IILg FAMILY RN y (FIRST FLOOR) 'I II I I;1LF+__1 P1 1 1-'1 Li, 1 ----.'----4 A 'I uryy_I MI 'III 1 1 .ENTRY"-' 7Y 1 13'74' RED RD01 1 a T.V. ROOM ::-LL»»»»««__1 II / 1S EXISTING LOWER LEVEL PLAN SCALE' 1/4' 8' 1 0' :i 1 IL r,+ it _,.,. S >11 J. -_Q1ARD .1 111/\I 1H/AALTL 11 L,LPPA0.1 --C; ql1 it y....-. I IrIL it NI_ - cml'll II II w[owr. I sTwr Rml y II w a ND ROM I R6'-11 RED ROOM 1 4 RED R001 1 3 14 10'-5' '-3' 7'-l' 3'-7' 4'-7' 6'-11' EXISTING UPPER LEVEL PLAN SCALE' t/4' 0' FSCALES P.IL 4. 1 10 1All PROJECT TITLE DEMOLITION PLAN 16215 WAY FARER LNI 103 °"rMM° 102 F317-1 i SID SEP 0 0 SOUTH ELEVATION SCALE' 1/4' = 4' 24'x12 HALF ROUND VENT ROUND VENT DOMER(TYP) 2 TOTAL 0 WATER FALL NORTH ELEVATION SCALE. 1/4' = 4' 0 0 GUARD RAIL BED ROOM # 4 4'x3' window LAUNDRY ROOM 4'x3' window STUDY ROOM V INSTALL NEW WINDOW (E. 8'x3' window) 13'=11' ,i4-3' BED ROOM 4'-NEW TAB A'- ,YX 5 3 7-I' 35'-4' NEW ROOM MODLELING (UPPER LEVEL PLAN) SCALE, 1/4' = 4' ATTIC VENTILATION PROVIDE ATTIC VENTILATION AT EAVES AND GABLE, A MINIMUM OF 1 SQ. FT. PER EACH 150 SQ. FT OF ATTIC AREA. OPENING SHALL BE COVERED WITH CORROSION RESISTANT MESH, WITH MESM OPEONING OF 1/4' IN DIMENSION. ATTIC AREA a 3126 SQ. FT. 3126/150 = 21 SQ. FT. PROVIDE 6- 24'X12' HALF DOOMER AT HIPS = 9.42 SO. FT. AND 23-6'X12 ' SQ. AT EVES = 11.5 SQ. FT. SCALES 2 El BATH ROOM D PROJECT TITLE ROOM ADDITION war. Alnay= 16215 WAY FARER LN. 103 BATH ROOM BED ROOM # 4 A 8'x3' window INSTALL NEW WINDOW (E. 8'x3' window) BED OOM # 3 102 12 10 14'-2' 7'-2' 13'-11' S2i S r*S,li 0' 5'-2' i~ 2l'-4' J U zN 20'-6' GAURD RAIL(g(ass) MAST. BDRM 8'-6- I I 15'LJ 17'112'/ ) EPLACE EX. WINDOW (E)4'X3' WINDOW (F.V.) II NEW FIRE-PLACE t'Li r--, 17'-7' 0'-7' TERRACE MAST. BDRM 3'-2' UP 19'-5' WALK IN CLOS. F MAST 2 BATH UP 20'-tt' 20'-6'U I I I III FAMILY RM. I J II I I REPLACE EX. WINDOW (E)7/-1O'X 3'WINDOW (F.V.) 8'O1iALL GYM WAY 3 11 (FIRST FLOOR)W:HALL itI 7'-10'FAMILY RM.DR1111jII1 WAY II ii (FIRST FLOOR)5 16'-4' 3'-5'-,I'DR L `- I SAUNA A© GUARD RAIL NEW ADDITION TO UPPER LEVEL PLAN SCALE, 1/4' = 2' REPLACE E%. WINDOW (E)9.5'X8' WINDOW (F.V.) EXISTING UPPER FLOOR PLAN SCALES 1/4' = 2' 5'-7'SAUNA GUARI_ RAIL 7'-4'12'-1' PROJECT TITLE ROOM ADDITION 16215 WAY FARER LN.S=3 SCALES xa¢ n art usax 103 103 3 10 13'-5' • • • • •• • • • • •• • • • • • • • ••• • •• • • • 0 0 0 In 2'-l' •. . 2'-9- ;I INSTALL II NEW WINDOW (E)9.5'X8' WINDOW FAMILY RM. (FIRST FLOOR) INSTALL NEW WINDOW 9.5'X8' WINDOW DNA 2 - 1' •• • i %17•'1°•-'_ I !ll t'x•911 1''';2 -10 -=y1 1TII 112't' 1 11 KITCHEN I 15'-8' INSTALL NEW WINDOW 6'X6' WINDOWit 1 DINING ROOMv11 I IiUP IIAII !\ N--D-- t----i11 11 7 u1 11_ u a' t=p REMOVE EX, NON-BEARING WALL CONST. NEW WALL rl 101-10•->I'I I T.V. ROOM INSTALL NEW WINDOW 6'X6' WINDOW NEW ADDITION TO LOWER LEVEL PLAN SCALEI 1/4' = 2' 11 11 26'-5' 18'-7' C1Yof Hunfln9 on e act' SEP0120 4 NI (FIRST FLOOR) I J---------15'-e'--------I 4' 4,I IiI I 6'X6' WINDOW IIIIII ii 11 DINING ROOM III III IL_-•i -•c III I'I Ir I IIIIII I'I 12'i9'II <III 11 III I I a II I'-----10'-10'----- 12'=1l' FAMILY RM.u ___-' I ---------15'-11'----------1 11 I I KITCHEN III iii 1.II 1111 III 9.5'X8' WINDOW 20'L6' III II 11III 11 11 IIk III--1 ----------------------- 11IF ------------20'-7'------------------------19'-5'------------ ;r --------------- ------ K--S'-9'--I II I 1 1 1 I ----i---I I I I I E---- I----1 I I A 11 I I II 11MLL:- j_.IIII 4- 1c I'I III 1.1 III I'IIII11III 11 9.5'X8 ' WINDOW III IIINIII II 11III111 IIIIIII I 11 III II 1 1 T.V. ROOM W31 _ DN _ 11 11 IIII 1 ,V 112,! t1, III 12'10' 26.L5' ENTRY I II UP EI II1 11 _I-__' III U I .dI \)---Ff rz 111 E!_ LI If 11 11_ I,I I I-------- ------------- LL 14------------------ I I J EXISTING LOWER FLOOR PLAN SCALE; 1/4' 2' SCALES PROJECT TITLE ROOM ADDITION 16215 WAY FARER LN. ••a q•e• MR q•101•103 X104 4 10 0 eac City °f unO 1 Rbdt MAleriq): it Tn'Its w))/be M5eclmto C,VC ' exit re roo4' execp'f, over' y,e-, adcl,1iar1 b,wajcv Foil! Iaevlp W."11(aws anal ^141v cv)feq ,44- DECORATIVE STONE '-3'101 a 0 0 O EAST ELEVATION SCALD 1/4' .4' Fr. lk- A--7'-7'-- (IATCH WITHEX, HIGHT) 27 -4' 2! Cabfeffl 'I WJI/ be ) cc:t i.' )C -' d d; t0,, / ourr £,tiolo,-'s qa r- wliv-ot 14 CAL - 1. , ox Irtd^ /'Ic rlI rla%a x I ery vM 1 x e e'. t, . 5TuC(.o ( Khaki %,,,,W)Ico+- p,ac'i un ., to i 1. decolraVestylc . tee.. G / /e fta J Ca la /. PROJECT TITLE SCALES m 105 102 1 ?5