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HomeMy WebLinkAbout10145735-36.pdf00 N mot' 42'-0" 4'-O'l 28'-0" {, 1 o'-O" EXISTING PLOT SITE: m N d' co I NEW ADDITION AREA 42' -0" 14'-6>' I. � 21'-O" F_ _ - i i EW GA AG 4 { 4, tl HOUR CON?RUCTION SU HC AS STUC SOFFIT IS REQUIRED FOR OVERHANGS THIN 3 FT. OF PROPERTY LINE. N Q cos SQ. Fr. a 00 17— 41 � H 266 SQ. FT. .� I./Nk SIDEWALK j. GUTTER 4'-0" - _ _ 28,-0" 10'-O" r r O w O D PLOT SITE: REV.A 09/15/04 REV.8_ 04/23/05 REV.0 04/26/05 Lo U) 00 co co r_ 00 rn 0-) <.o to (N I to I I r q- ff) co Lo � rn Imo, u Co ry w Lo ) ui z © J d __,a o o d Qaf � z z °' < = w w (-) o tL d 0 0 t_ GARAGE NON LIVABLE DETACHED NEW ADDITIONAL. 445 SQ. FT. ADDITION LIVABLE NEW ADDITIONAL 66 SQ. FT. TOTAL NEW SQUARE FOOTAGE 511 SQ. FT. EXISTING LIVABLE SQUARE FOOTAGE III 1,116 SQ. FT. SCOPE OF WORK ADDING TO EXISTING RESIDENCE STRUCTURE THE FOLLOWING: 1. ADDING BATH ROOM 2 2, ADDING 2-CAR GARAGE 3, 4. 5. OWNER/RESIDENCIAL: GUILLERMO CASTRO 917 W. MYRTLE S T. SANTA ANA CA, 92703-3909 PHnn,1 71 _sz-Ar,_9nra SCOPE OF WORK . MAP SITE LOCATION OCCUPANCY R-3 TYPE OF CONSTRUCTION V-N APPLICATION CODE 2001 CBC CONSTRUCTION YEAR BUILT 1920 CITY OF SANTA ANA ASSIGNED PLAN CHECKER: I PHONE NUMBER: N N PROJECT CONTACT PERSON: PHIL ROBLES PHONE NUMBER: 714-335-6865 �t I. 0 COUNTY ASSESSOR LOT DEMENSIONS 59'-9' X 100'-0' LOT SIZE 6,001 SQ, FT. COUNTY ASSESSOR'S PARCEL LOT NUMBER 001-273-03 &�; � M, , M&M � NORTH 1!!' I ** , M, Mmsizim,"ll SAVE - REASION DATE REV. A 04/24/05 Ln Lo 00 (o 00 CO r, 0) 0) w (D C14 1 to 1 1 r�, 't n fo U) n 0*) Ci LLI F- N o') CIf LiJ z :D M - < U-i co Co 12 0 Of z 0 UJ Lo U-) "o < Z Z LLI < 0 x 0 z < cr- < z Z ct m < I :D ui cr- z -j LliI 0 D c 0- a- V) U-ji 0 0 < > a- L!� SCALE 1 /4" = I FT O 0) EXISTING EXTERIOR S UCCO FINISH L!a* -21 NEW i EXISTING 6' _ S» IN MEMO 70,105,17w EXISTING EXTERIOR STUCCO FINISH t;** -0111 EXISTING EXTERIOR STUCCO FINISH EXISTING COMPOSITION SHINGLES EXISTING EXTERIOR 'STUCCQ FINISH EXISTING EXTERIOR STUCCO FINISH EXISTING EXTERIOR STUCCO FINISH NEW EXTERIOR STUCCO FINISH TQ MATCH EXISTING 1 NEW 12 4F jFEI EXISTING EXTERIOR STUCCO FINISH oil NEW C OSITION SHINGLES TO MATCH ITH EXISTING Lo co Ln cU 00 h 00 cU I m to m N Ln to I h w I et L N3 c7� h W 0 t- h 01 rK CD Lj 0 J 0 (0 <C D J C Q m 0 x 0 << Q� Q � z z c , m? z D w ry o_ . 0 <t (1) I w 0 — <[ } rn 0 rn 1 0 c) v) 1 z (D Lo 0 C? CO i w Of Q C? z d Q h til r- 3:5- -i z z G' 0 = (a m to a - PROJECT NO. C+==� COMMENCED 1036 j DRAWNBY' z PHIL ROBLES NEW EXTERIOR STUCCO FINISH c REVISIONS WE TO MATCH SCALE 1 /4" = 1 FT 10'__ 6°' A-2a.dwg 09/16/04 21'-0" REVISION GATE 12'XI4' WHITE GUFF1414WH OR EQUAL APPROX. 2.6 SQ. FT. PER VENT ATTIC RETANGLE SHAPE REQUIRED (2) PLCS 0 NEW ASPHALT SHINGLE TO MATCH WITH RESIDENCE STYLE COMPOSITION SHINGLE OVER 2-PLY 15 LB FELT OVER 1/2' CDX. 12 4F MATCH WITH EXISTING CD 04 W, GRAM SOUTH ELEVATION W/OUT GARAGE DOOR 1 FT 15'-8" 1, 2'-8" FRAMING PLAN SVV I OX / X-t LEGEND INHOUSE LIGHTING FIXTURE SUB -MASTER PANEL B NORTH SERVICE DISCONNECT pwp 110 VOLT WEATHER PROOF OUTLET G.F.I. S SINGLE THROW TOGGLE SWITCH IF NEUTRAL BU 3 IS INSULATED FROM THE a GFI. 110 VOLT OUTLET G.F.I. INCLOSURE INSTALL A BONDING JUMPER OF cr 110 VOLT OUTLET SCREW ( N.E.C. 250-79 ) 10 INCHES FROM WINDOW OE QUADRAPLEX 110 VOLT OUTLET 10 INCHES FROM EDGE OF WALL HEIGHT NO TALLER THAN 6'-30 VPq WEATHER PROOF FLOOD LAMPS /SEE N.E.C. FOR TYPE AND SIZE OF MATERIAL 20 FT. OR MOR NO. 4 OR LARGER BARE AND PROTECTION OF THE GROUNDING ELECTRIC CONDUCTOR ( N.E.C. 250-91a FOR.''31ZE COPPER CONDUCTOR BELOW THE VAPOR BARRIER APPROX. 3" ABOVE FOOTING BASE N.E.C. 250-83o APPROVED SYSTEM GROUND CLAMPS SHALL BE ACCESSIBLE N.E.C. 250-112 ) BOND TO INTERIOR METALLIC COLD WATER r 2* MIN. PIPING SYSTEMS ( N.E.C. 250-80 GRADE V V&- SCALE 1/4- = 1 FT APPROX 3* NOTE: 20 FEET OR MORE NO. 4 REINFORCING STEEL OR 314` OR LARGER RIGID METTALLIC CONDUIT MAY BE USED IN LIEU OF COPPER CONDUCTOR. GROUND ELECTROD SHALL BE TERMINATED IN A DRY LOCATION IF RE -BAR iS USED UFER GROUND SYSTEM IN ACCORDANCE WITH THE 2001 NATIONAL ELECTRIC CODE NEW STUCCO TO MATCH -WITH HOUSE FAST ELEVATION VIEW: lCOMPOSITION SHINGLE OVER 2-PLY 15 LB FELT OVER 1/2' CDX. MATCH WITH EXISTING NEW VINYLE WINDOWS TO MATCH WITH EXISTING 1'-0 I 2xf3 RAFTERS 0 16" D.C. EAVE HOUR CONTRUCTION SUCH AS STU( )FAT IS REQUIRED FOR OVERHANGS THIN 3 FT. OF PROPERTY LINE. NORTH I mpnS T T T nKi SHINGLE OVER 2-PLY 15 LB _r_l 'r ntir-n 4 /"1# nn%/ 210-0" 20'-0" V6 5/8- ANCHOR BOLT 0 48- O.C. 7- 0 END 10 12" qp qp C-4 0 Iv r- is z 0 L 1 .\. . 11 T . ZiQ 12" 0 10 CONC. CONC. SLAB 445 -SQ. FT. 6 X 0 0 0 6 0 co o 0 co it ry 0 co rn NOTE 2 0 K) 12" It 0404 NOTES: D-1 1. PROVIDE LIGHT AND SWITCH FO Z EXTERIOR AND INTERIOR GARAGE. 2. ALL OUTLETS TO BE G.F.I. 1 2- 8" 2'- 8 SCALE 1/4" = 1 FT WOOD DOOR TO MATCH WITH EXISTING SCALE 1/4" = 1 FT 0 WEST ELEVATION VIEWS NORTH I REV. A Ln (o 00 Lc) (D 0) 00 r-, 0) (0 (0 04 I I r- (o I 14- to m 0 CN Off 0-) Lj MLd z - < m 15 ZD :2 =) z Ld z LLI 0 _j V) (D < z Z -1 CO "5 M 0 X 0 << :2 Z ct tm I,_ =) Ld C) ui 0 � Cl CL V) o 0 > 0- 0) 0 rn y) 0 cd. 0 Of z I-_ (.) DO F- Lij 0 >- Z "'E ME < r- ry Lu Ld -i F- Z z Z 0 0 00) (n a - PROJECT NO. COMMENCED DRAWN BY PHIL ROBLES z ui a REVISIONS DATE V) uj REV. 8 04/26) SCALE 1/4- = 1 FT A-3a.DWG 04/26/05 A=3 10'-6" 5' 0" FOUNDATION PLAN GENERAL NOTES: 1, CRAWL ENTRANCE FOR UNDER FLOUR ACCESS OR BEST LOCATION, FIELD DWECTM4 tWITES, t A, Roof diaphragm nailing to be inspected before covering. Face grain of plywood shalt be perpendicular to supports. NORTH FOOTING LEGEND: NEW FOOTING _ TI `j O� PLYWOOD NOTES. 1. ROOF SHTG.- 1/2' THK. INDEX #32/16 DOUG. FIR INT. TYPE W/EXTERIOR GLUE 2. FLOOR SHTG.- 3/4' THK. T & G INDEX #32/16 DOUG. FIR EXT. TYPE NAILING (EXCEPT WHERE NOTED OTHERWISE) RF. SHTG. FLR. SHTG. B.N. = BOUNDARY NAILING 8d @ 6' O.C. 10d @ 6' O.C. E.N. = EDGE NAILING 8d @ 6' O.C, 1001 @ 6' O.C. FIELD NAILING 8d Ra 12, O.C, loci 2 10' O.C. NOTES, 1. NAILS SHALL BE PLACED NOT LESS THAN 3/8' FROM PANEL EDGES AND SHALL BE FIRMLY DRIVEN. 2. NO UNBLOCKDED PIECE LESS THAN 12' SHALL BE USED. PLYWOOD DIAGNRAM GENERAL CRITERIA OF ROOFING 1. If total weight of roof exceeds 3#/sq, ft. engineering calcutations is required for vertical load analysis. 2. All new buildings and additions within the Special Fire Protectection Areas shalt have a Class A roof covering. All other new building roofing shalt have minimum Class B Clarify. O.C. building Ordinance 99-10. Composition ashpait shingles weight 40 yr. tife time I.G.B.O. # D-3018, E-108;Fed Spec. Exceeds SS-SO01534 Class A, nand name 'He tag Series' Cato P ' ted Desert U. . Class A e rated d U.L. ' d rat The ' hes ra ' gs avails i he Indust Certific an: Un writers L ratories, Wind R is t, Cta A Fir Re tan: ASTM Sp D-30 , E-108; d Spe ' E eels S 001534 Class ty,{e 1, CAN/CSA--W,-,3.5AOO. 10'-6" 3'-2" 1 3'-2" 4,_2,> NOTES: t ALL PLUMBING WALLS SHALL BE 6 INCH STUDS. 2. NEW EXTERIOR WALLS TO MATCH WITH EXISTING. 3. PROVIDE (1) ATTIC ACCESS 24"x30" 071 SCALE 1 /4" = 1 FT Vattey Flashing Materlats 4. Use sheet metal flashing for any valley that's at least: A. 12 Inches wide for roof slopes of 7 in 12 and more B. 18 inches wide for roof slopes between 4 in 7 in 12 C. 24 inches wide for roof slopes between 4 In 12 (AU metal ftash'rng must be at least 28-gauge corrosion -resistant) (1508.3) Roof Ventilations 5, The total free (net) area of the ventilators shoutd be equal to 1/150 of attic area space. (Example Only) For an area of 565 square feet, you`ll need a total net ventitating area of about 3.76 square feet, or 2 square feet for each of two ventitators. ROOF DIAPHRAGM NAILING L 1/2' CD-X PLYWOOD EXTERIOR GRADE INDEX 32/16 UNBLOCKED WITH 8d COMMON NAILS @ 6'-6'-12' O.C. EN,BN,FN, 2. Roof diaphragm nailing to be inspected before covering. Face grain of plywood shalt be perpendicular to supports.' 3. Floors shalt have tongue and groove or blocked panel edges. Plywood spans shalt conform with Bkuitding Code Tables 23-11-D-1 and 23-11-E-1. 4. Pipes, ducts and other nonstructural construction shalt not Interfere with accessibility to or within underfloor area. (2306.3) NOTES: I. ALL EDGES OF PLYWOOD SHEARWALLS MUST BE F.N. BLOCKED WITH 2X SOLID BLOCKING. 2. x DESIGNATES SILL BOLTING OR NAILING WHERE SHEAR WALL SHEATHING IS TO BE APPLIED TO BOTH SIDES OF WALL. 3. WALL SECTIONS HAVING A HEIGHT TO LENGTH RATIO IN EXCESS OF 1 1/2 TO I SHALL BE BLOCKED. 4. PAPER BACKED SELF BURRING EXPANDED METAL E N LATH WITH ICBO APPROVAL. 5. FRAMING AT ADJOINING PANEL EDGES SHALL BE 2X JOIST 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' O.C. ON EITHER SIDE, PANEL JOINTS.SHALL BE ID SHEATHING OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS OR FRAMING SHALL BE 3-INCHES NOMINAL OR THICKER & NAILS ON EACH SIDE SHALL BE STAGGERED. 7. ALL CONTINUOUS EXTERIOR FOOTING TO HAVE 5/8' X 12' A.B.'S @ 48' O.C. FOUNDATION ANCHOR BOLTS IN WALLS SHALL HAVE AN APPROVED PLATE WASHER UNDER EACH NUT= AND THE NUTS SHALL BE TIGHTENED JUST PRIOR TO COVERING THE WALL FAIRING. PLATE WASHERS A MINIMUM OF 2 INCH BY 2 INCH BY 3/16 INCH THICK SHALL BE USED ON EACH BOLT.(1806.6.1) S. F-99TINGS TO HAVE 7A@2' SINIT PINS AT 92'' 8:6&-489 136.6 RESPEETrVctYe 1.E. 9. 3/8' PARTICLE BOARD GRADE 2-M-W MAY BE SUBSTITUTED FOR 3/8' PLYWD & 1/2' PARTICLE BOARD GRADE 2-M-W MAY BE SUBSTITUTED FOR ill' PLYWD PROVIDE SAME NAILING SPECIFIED FOR PLYWOOD. 10. USE CDX, CC OR STD SHTG IN LIEU OF STRUCT iI PLYWOOD. ALL PLYWOOD SHALL BE DOUGLAS FIR. OTHER SPECIES MAY REQUIRE CHANGES. NORTH ROOFING PLAN SBYLAR WALL Kft. DtjLE Allowable shear Ccdigr frt� Mvwoarl l itwr L Expanded metal, or woven wire lath 180 pif 5/$" @ 56" 16d (try V' o.c. W 7,,V pottiand cement p1 aster w/l I ga. 360 plf* 5;'S' @ 2$" 16d @ 4" a.c. stapler @ 6" ac. (4) 2. 3W CDX plywood. (7f110) %1$d nails 260 pif 5l$" @ 32" 16d @ 6" ox- 6.6.12 520 plf " 5(&" ® b B' 16d 3" ox, 3. W CDX plywood (24/0) w1d nails 380 plf' 5/r ® 24" 16d @ 4" o.c, 44-12 760 pif" 5t8" @ t6" 16d @ T, a.c 4. 31$" CDX ptyv: (2410) w/ $d nails 490 pV * 5/$" 0 Ii' 16d @ 3" o.0 3-342 980 plf • '.x" @ 16- 5. 3,V CDX plywood (2410) w ld nails WPM* 5!$" @ 16a Ifid 2 ls" a.c_ trails @ 2-2-12 1280 ptf' rf." @ I6" 6. '/" Structural I plywood (24/0) w/10d 665 plf * SJ$' @ 16P nails @ 3 42 7, '/r" Sttuctuact t plywood (24A)) ,w/iOd $70 pif t ah" { 16r nails @ 2-2.12 1. Second 1lpute indicalea where, spar wait s wagging is to be applied to both sides Orwell. 2, INsiliag applies to aH studs, alp and bottoin plates, and blocking if applicable; 3. Plywood nailing IW& ON-11 N-FN. 4 Singla spacing to tap and be t)m Plata, and to all studs. '. RoTti- 3" hm,ber for sill piste and boundary studs: SH AR WALL SCHEDULE ORTH For SCALE NEW ( TO M, REVISION REV. A REV. $ A04/26/05 REV. C REV, 0 U) tf) 00 (0 00 (0 r. 0) 0) (0 t0 (V 1 u') 1 r` �t M 0) i, r, r. LtJ tw 0) C11- m z LLL; Col z(n p � l`i) � < z m d CO p Q� < __ `�z :�i z ry to ¢ or_ LIJ Q z d w () O Q n n Cn C) > (L, L- s ■ M INGLES TING 12 1;j;T61:111-1 1 1 ! Col. '. all ttr z 0 Q lJ� H 0 (L 0 is CL V z ant s� aaa>r L� M 1 O - rIt -t 1 0-)Lij z � N 0 00 t UJ p >- Z �:2 ::Edr~ (Y W Q W `-dz- ^: F_z O 5 Q PROJECT NO. COMMENCED :.i DRAWN BY 4 _ PHIL ROLES z wu REVISIONS DATE REV. D 04/26/ SCALE 1 /4" = 1 FT S-1,DWG 04/26/05 S = STUCCO SHEAR WALL SCHEDULE---,,,,v 2"X4" STUDS AT 16" O/C IF APPLIES SEE P.T. SILL W/ 5/8" 0 DIA. ANCHOR BOLTS EXT. ELEV'S WiTH WASHER AND PLATE 6" CONC. CURB -BREAK AT DOOR OPENINGS METAL BASE SCREED STUCCO SCREEN AT 45° 6, 4" THICK CONC. SLAB GARAGE FLOOR ` 1/2" EXPANSION JOINT GRADE , 1" MIN v (.0 12" MIN. N 12" MIN. A 14 ;1 ���JiTt A T31 3IRDER HANGER- GS466 GIRDER PER PLAN 10 TOP PLAN VIEWI PLAN �� SIMPSON ST12 STRAP o GIRDER PER PLAN GIRDER HANGER- GS466 4. CONCRETE FOUNDATION WALL CUTTER SECTION VIEWi CONCRETE NOTE, Showing COMptlance With CBC Section (1921,2.4,1) F'c shatt not be less than 2,500 psi NOT TO SCALE 1. HOLD-DOWN CONNECTOR BOLTS INTO WOOD FRAMING REQUIRE APPROVED PLATE WASHERS: AND HOLD-DOWN SHALL BE TIGHTENED JUST PRIOR TO COVERING THE WALL FRAMING. "HDA" HOLD DOWN SEE PLAN SSTB ANCHOR BOLT 0 SPT 1-#4 MiN. SSTD SELECTION TABLE SiMPSON CATALOG MODEL NO. 2X,3X AND 2-2X SILL PLATES MONO POUR TWO POUR HD2A SSTB16 SSTS20 HD5A SSTB20 SSTB24 HD6A SSTB28 SSTS34 HD8A SSTB28 SSTB34 HD10A SST628 SSTB34 2X6 P.T. siLL R. EMBEDMEMT LINE SSTD SELECTION TABLE SIMPSON CATALOG r tl t 4 111 SLAB U C 11* le 1� 1' 4 �\ #4 REBAR NO. MIN. EM$ED Le SSTB16 5/8 17 12 SSTB20 5j8 21 16 SST824 5/8 25 20 SSTB28 7/8 29 24 SSTB34 7/8 34 28 SSTB36 7/8 36 f 28 FOOTI V .2 ' a 4 N A 4 4 4 + Simpson Strong —Tie + 4 SSTB 12" 1- STORY CONCRETE NOTEI Showing Compliance With CBC Section (1921.2.4,1) f'c shall not be less than 2,500 psi 1" HOLD DOWN DETAILS GH GIRDER HANGERS A GIRDER - TO - FOUNDATION VALL CONNECTION MATERIAL, 12 GAUGE. FINISH SIMPSON GRAY PAIN INSTALLATIOW USE ALL SPECIFIED FASTENERS, SEE GENERA NOTES. INSERT FOUR 16d COMMONS INTO GIRDER, H DIMENSION ASSUMES 2X SILL, WHEN USING A LARGER SILL SUCH AS 3X SPECIFY H - GIRDER HEIGHT - MUDSILL THICKNESS. 1 1/2' CLEARANCE HOLE ACCOMMODATES REBAR OR ANCHOR, THIS IS NOT REGUIRED OPTIONS, FOR SKEVED AND SADDLE MANGERS, SEE HANGER OPTIONS ON PAGE 130. CONTACT SIMPSON FOR OTHER SIZES AVAILABLE. CODES, BOCA. ICBO, SBCCI ER-44a CITY OF LA RR 25149 MODEL NP. GIRDE DIMENSIONS AVG Utf ALLOWABLE LOADS W L H S FLOOR (100) ROOF t0 ) 1146-6 4X6 3 9/16 6 4 6 1/16 12167 2000 2000 H46-8 4X6 3 9/16 6 4 8 1/16 12167 2000 2000 H48-6 4X8 3 9/i6 6 12167 2000 2000 H48-8 4X8 3 9/16 6 6 8 1/16 12167 2000 2000 H66-6T6X85 8 4 6 1/16 19167 4000 4000 8 4 8 1/16 19167 4000 400 L 8 6 6 1l16 19167 4000 4000 8 6 $ 1/16 i9167 4000 4000 #4 DOWES 5j8" DIA. HOLES X 7 INCH DEEP MIN. ALL THREAD ROD iN NON -SHRINK GROUT 2 PLACES TYPICAL 6" 4 N� SLAB 4 #4 REBAR • 4 • 4 4 • 4_"% 4` FOOTING � A 4 4 < < 4 �♦ . 4 4 4 { • Si • • 4 A . C�`c LA\ LA\ C U TTE D VIEW: NOT TO SCALE ,- -- 1� r -�-I ire• i S H o O W TYPICAL. GH L LOADS MAY NOT BE INCREASED FOR SH13RT TERM LOADING. 2. A MUDSILL ON TO' OF GH IS REawRED TO ACHIEVE THE TABLE LOADS, TYPICAL. GH NOT TO SCALE 1071 AIR VENTS 6"X12" 1/4" WIRE MESH GALV. 6'-0" MIN, 1Q'-0" FT. O.C. MAX 16,,E fL.IIIIR # 4 REBAR 6 9/16" 6 9/16" SHEATHING (1)-l" (MAX) DIA. HOLE MAY BE DRILLED THROUGH THE CL. OF THE TOP PLATES WITHIN THIS ZONE (1)- 7/8" (MAX) DIA. HOLE MAY BE DRILLED IN THE CL. OF THE OSB/PLYWD, WITHIN THE LOCATION SHOWN (1) - 1" (MAX) DiA. HOLE THROUGH CL. OF POST (1-HOLE ALLOWED PER POST AT OR ABOVE THIS LEVEL) J TOP OF STRAP 2 O ii my o � < U) V) �z N� o z L, O Lj Lv r W Q ALLOWABLE HOLE LOCATIONS SW16X7 2X6 LEGER JOIST 3/4" PLY. 2X6 F.J. I� ; "S 2X P.T. Q .4 Underfloor ventilation opening size and location equal to 1 sq. ft. for each 150 sq. ft. of underfloor area. openings shall be as dose to comers as practical and shall provide cross ventilation along the length of at least two opposite sides. Openings shall have 1/4 inch corrosion resistant metal mesh covering. (2306.7) i NOT TO SCALE 08 EXTERIOR FOOTING A A A r 4 4` EXISTING FTG. a A • . NEW FIG. < I U ' 4 4` 4 4` • TOP VIEW. - POSITIVE • FOOTINGal �• 104 R-13 INSULATION 1/2 GYP. BRD. - 2X6 FLR JST 0 16" O.C. FIN. FLR. 3/4" PLY. T & G R-19 INSULA11ON --. R-19 FLOOR INSULATION 3/4' PLY, T & G FLOOR SHEATHING 2X FLOOR JOISTS LAP F.J. 12' W/ 3-16d 2X BLOCKING @ POST 41 4a --- SIMPSON PC (POST CAP) ,- 6 1X4 BRACING FOR POSTS ANATOVER 36' IN HEIGHT , 00GRADE P,T, WOOD POST z a 2X P.T. BLOCK H d —10' SQ. PRECAST '8 CONC, PIER II Iitillli CU z 14_4 18' MIN. SQUARE CONCRETE FOOTING PER PLAN . REBAR HORZ, BOTH SIDES NOT TO SCALE GIR.IPOSTIFTG. CONK IMI GROUND LEVEL r-- � 111=1111-1111-111 N 111� 111: Cp •"J E. 12 MIN. CONCRETE NOTE1 Showing Compliance With CBC Section (1921.2.4.1) f'c shalt not be less than 2,500 psi NOT TO SCALE 24 G.I. SCREEN 1/4" MESH (2506.5) _ TYP. CRAWL THROUGH DETAIL 06 L .4 n (0 i (0 i " F LO 1i z I { I z O t- < CV ry _ CS, W Q In 4 c' Cr_ V) LSJ � (L? Q z z m o p d —I z CL' co < I Olf n z _ U ci V))Uo0- ' lJ Exterior to stucco match with existing over shear wailing (TO MATCH WITH EXISTING) 1/2" Shear walling panel 2XBLK W/3d NAILS PER BLK 2X66LK z 2X6 P.T.D.F. f—'-- METAL BASE SCREED STUCCO FOUNDATION PLATE LiNE FOUNDATION PLAT& LINE 0 4 INCHES ABOVE THE EARTH °D 2 INCHES ABOVE PAVED AREAS 146 1�111�1�l111�111111I�-;-TOOT C1 # 4 REBAR CON'T ALL CONTINUOUS EXTERIOR FOOTING To HAVE 0 5/8' X 12' A.R'S 2 48' O.C. FOUNDATION ANCHOR BOLTS IN WALLS SHALL HAVE AN an APPROVED PLATE WASHER UNDER EACH NUT, AND THE NUTS SHALL BE TIGHTENED JUST PRIOR 0 TO COVERING THE WALL FAMING, PLATE WASHER A MINIMUM OF 2 INCH BY 2 INCH BY 3/16 INCH It THICK SHALL BE USED ON EACH BOLT.0806.61) an ( HOLD DOWNS SHALL BE TIGHTENED JUST PRIOR TO COVERING THE WALL FRAMING.) 2X8 LEDGER 5/8" LAG BOLTS 10" LONG WITH (E) 1/2" GYP, BRD rn 5/8" WASHER 2'--0" O.C. ►� STAGGARED p d Z R-19 INSULATION 14 (EXISTING BEDROOM) cry 11J UJ <t (NEW BATHROOM) I co I In � ¢ °I 3/4" PLY T&G `LLJ � M Q MATCH W/ EXISTING Ir Uj EXISTING BALLOON FRAME UJ � � z FLOOR JOISTSZ z z 0 2x6 s 16 0, C. © 0 a) (n a PROJECT NO. STEP UP EXISTING FLOOR LEVEL COMMENCED / APRILO9,2003 .j DRAWN BY zPHiL ROBLES ° (E) EXTERIOR FOOTING a REVISIONS DATE 5/8" LAG BOLTS 10" LONG WITH LU REV. A 04/24/05 5/8- WASHER 2 -0 , / " " O.0 � � GROUND LEVEL STAGGARED �`/f/� a •y•aytF*����,f CALE 1/4 = 1 FT TO BE ATTACHED TO EXISTING HOUSE \�'� GUILLM004.DWG NOT TO SCALE 04/24/05 POSITIVE ATTACHMENT CONCRETE BASE PAD SIMPSON STRONG -TIE NEW EXISTING (EXISTING (NEW) CATALOG C-2000 EQ. EQ, PAGE 40 & 42 WP26 HANGER "7 1 ST6224 STRAP TIE DOUBLE TOP CODES: BOCA, ICSO SBCCI NER-393.(LU,LUP) OR EQUAL SIMPSON 4x12 HDR. ICBO 5117 (U, HU): CITY OF LA, RR 24947 2 X'S D, F. # 2 2 XS D.F. # 2 STRAP PLATE 2X6 CEILING JOISTS 0 16" O.C. RR 24818. (LUP, U,HU, LU-18 gouge); CEILING JOISTS TOE NAIL CEILING JOISTS PER PLAN— ROOF SHEATH'G Dade Co., 98-1021.01 (W,WP,U.HU) 16" 0,C, 16-cl NAILS 16" O.C. STAGGERED 01 R-30 INSULA110 - _ _I BOUNDARY NAIL USE 16d 5 MIN. 8d 0 6" 0. C. + + f (TYP) FRIEZE BILK SIMPSO 0 0 0 0 0 ASPHALT SHINGLES 30LB FELT _-` ASTH SPEC. D3018 TYPE 1D3161 A35S 2-2X TOP '�'EPC' POST CAP DOUBLE 32" C. TYP. 0 0 PLATE TOP 1/2- PLY. CDX SHTG. W/8d NAILS ------A 112' GYP, DRYWALL E.N. 2XBLK'S TRIMMER STUDS 16 0. C. 0 6" & 12" O.C. 2X4 DBL. PLATES 0 12' 1/ EAVE FLASHING DRYWALL MIN, LAF1 COL. PER PLAN 2X FACIA BOARD 2X6 RAFTERS @ 16" O.C. 1/2 0 0 0 112" GYP, BRD.. R-13 INSULATION 0 BOTH SIDES 112" GYP, BRD, EXTERIOR STUCCO/_'_� X4 0 16" O.C. 0 0 BOTH SIDES (EXISTING) (NEW) NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE CEILING JOISTS NEW TO EXISTING 116 GARAGE BEAM 12 STRAP TIE 081 TYPICAL EAVE DETAILS 05 ICEIL'G/FLOOR JOIST HANGAR 01 2 48" SPLICED 12-16cl NAILS TYP, 2X RAFTERS DOUBLE TOP PLATE 2X'S ROOF RAFTERS @ 16" O.C. M-O SIMPSON ST6224 @ 48" O.C. ROOF TYP. SIMPSON A-35 0 48 O.C. HI 2X4'S TOP PLATE DOUBLE HEADER. TOENAIL Er O.C. STAGGERED. SOLE PLATE. SILL SHOWN GUT AWAY TO SHOW NAILING. KING STUD. TRIMMER. CRIPPLE STUD. 16" 0./C. NOT TO SCALE NOT TO SCALE NOT TO SCALE 17 R00FRAFTERS TIE INS 13 RAFTERS/TOP PLATE Tor 1 09 WINDOW FRAMING 06 SPLICED TOP PLATE 02 16d @ 16' 1 D.C. MAX. 2-16d 4'-0' MIN, LAP 8-16d NAILS PER SPLICE 48" UPPER I?_ SPLICES - - - - - - - - RF. RAFTER PER PLAN 00 00 2X 8 PURLIN SPLICE OVER STUD\ LHEADER— T T I T T -TT D.F. #2 OR BTR. SEE FRAMING PLAN .2X 4X 16' LONG 2— 16d END NAILS2X W/5,19 L .......... STUD & TRIMMER, MIN. @ JAMBS < BUTT FOR SOLID BRIG. 12- 16d NAILS 2X STUDS @ 16' D.C. 2X 4 48' D.C. MAX. 8'-0' LENGTH be 2X 6 @ 48' D.C. l0kc 5/8' DIA. X 10' L.G. ANCHOR INSULATION MAX. 12'-0' LENG BOLTS @ 4'-0' D.C. MAX. EXTERIOR WALLS k W-1 KING STUD TRIMMER- \—�L.G. 2X P.T.D.F. SILL, U.N.O,— (DBL. UNDER OPENINGS 'A35' FRAM"G. ANCH JSTS GREATER THAN 6'-0') BRG. WALL OR BM, NOT TO SCALE 4— 1/2' MIN. & 9' MAX. 41FROM SILL END 18 PURLIN BRACE 14 CHORD DETAILS 10 TYP. WOOD STUD WALL FRAMING 03 ROOF DIAPH. 1/2' PLYWD. CDX WITH (12) l6cfS STAGGERED AT EACH I SIDE OF TOP PLATE SPLICE I i nj & f 12 r_ ff n r 191 115 . I lod @ 12, D.C. RIF. SHT'G ROOF DIAPH. E.N. 2xBLK'G. E.N.E,N, @ 16, D.C. 2x4'S RAFTFTERS. @ 16, D.C. E.N. A35 @ 32' D.C. 19 @ 8' U.N.O. WALL FINISH \:2-2 X SLOP'G rLATIE PER PLAN----> 2X 4 @16' D.C. E.N. 'A35F' @ 16, O.C. 2-22 X PLATEI\ E.N. WALL FINISH \—,CLG. PER PLA2 X STUDS @ 16, D.C. NOT TO SCALE SHEAR WALL TO ROOF TYPE LOCATIONS COMMENTS R-30 INSULATION CEILING YES APPLICABLE R-13 INSULATION EXTERIOR WALLS YES APPLICABLE R-19 INSULATION WOODEN FLOORS YES APPLICABLE (3) 16dS STAGGERED AT EACH 2 X STUDS 0 IV D.0 OR SIDE OF SPLICE WINDOW MULLIONS NOTE* SPLICE PLATES ARE OVER STUD OR MULLION. a, A SIMPSON ST6236 MAY BE USED IN LIEU OF NAILING AS INDICATED ABOVE. NOT TO SCALE TYPICAL NAILED SPLICE APPLIES WHEN NO OTHER SPLICE IS INDICATED. TYPICAL NAILED SPLICED 107 NSULATION SCHEDULE Kni a-) U-) 00 (.0 CO (0 m I'l m L0 rl- (c) Lo z z 0 cc) < c"I z �5 Cr L.Lj LLJ CO CO :2 of Lr) m z 0 X 0 < Q�' < - z tr M < Lli Lli of C5 z < —i -1 Lli 0 0 0 < n n V) Q > 0- 0 0) 0 j5 v) z f0f V) Lj rl) Ld < 0 00 Lij 0 < Z < tAi Lli Lli Z -J _j I-_ z z 3'- Z) < 000) U) 0- PROJECT NO. COMMENCED DRAWN BY PHIL ROBLES REMSONS I DATE ALE 1/4- = 1 FT D-1 STRUCT.DWG 09/01/03