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HomeMy WebLinkAbout10149387.pdfNOTE A REVISIONS BY 40 W/ 5 YEARSFELT CCOMPL. ASS A ROOFING #1 0/ 1/2" COX. PLYWOOD SHEATING TO MATCH EXISTING NEW STUCCO TO MATCH EXISTING 2"W FLAT AROUND IL I I to WINDOW EXISTING STUCCO so ,— NEW STUCCO TO MATCH EXISTING PROPOSED SECOND FRONT. SCALE : 1/8" = 1 "-0" 40 YEARS COMP. ROOFING W 1 FELT CLASS A 0; t/2% CDX PLYWOOD SHEATING TO ''i& EXISTING EVATIO 2*x4* FLAT AROUND NEW WINDOW STUCCO To MATCH EXISTING 3r FINISH FLO" TOP PLATES EXISTI PATI '0 IEXISTING ca STUCCO I. � FINISH n= ,PROPOSED SECOND REAR ELEVATION SCALE: 1/8" = 1 "-0" mw m w Al a Ar 4v 2W FLAT AROUND WINDOW FINISH FLOOR FINISH WEEP ICREEIJ V* NNI. - c567 i BE- 10 W t 6., EXISTING STUCCO. EXISTING PATIO CONCRETE SLAB 12 40 YEARS COMP. ROOFING W/ #15 FELT CLASS A 0' 1 42" COX PLYWOOD SHEATING TO MATCH EXISTING ,,- E`pnscomp. 'EXIUCSTICO NG EXSTUCISTINCOG ST (0 -PROPOSED SECOND LEFT ELEVATION SCALE : 1/8" = V-0" 40 YEARS COMP. ROOFING W/ #15 FELT CLASS A 0/ 1/2- CDX. PLYWOOD SHEATING TO MATCH EXISTING NEW STUCCO Til MATCH EXISTING 2'x4'T. AROUND, WtNpOW EXISTING EXISTING STUCCO• .0 PATIO10 PROPOSED SECOND RIGHT ELEVATION SCALE : 1/8" = V-0" A) 2x8 FACIA TO MATCH EXISTING 24" SECOND FLOOR OVER HANG. A) 2x8 FACIA EXISTING FIRST FLOOR YEXISTING OVERHAND FIRST FLOOR C) PROVIDE DORMER GALVANIZED VENTS ROOF (7 PC&) IN NEW ADDITION TYPE: HALF ROUND SQUARE -TAIL SIZE: 12"x 24" LOCATED MORE THAN 3 FEET ABOVE EAVE. SHALL HAVE 1/4 INCH CORROSION RESISTANT METAL MESH COVERING, (1505.3) D) 12"x 12" TUB ACCESS PANEL, CORROSION RESISTANT. E) GALVANIZED SHEET METAL (28 gauge min.) ROOF VALLEY FLASHING IS REQUIRED, F) USE 2-15# FELT BACKING WHEN STUCCO IS APPLIED OVER PLYWOOD, UBC SEC. 2506A. H) ROOF COVERINGS SHALL HAVE AT LEAST A CLASS "C" RATING. (1502,1503,3,1504) 1) NEW 2X4 FLAT ALL AROUND WINDOWS. ALL 0"OLV,4L W17WOWS WILL BE REPLA CED A0 M4,TCHjVEW0NES (TIM-L SL.,DfNGD0VBLE CLASS) �T �ELECPLB�13 rPERMITTYPE7. MECH GRADING _MIkAJT41 OCC. GROURL-Ra C0NSTR.TYPa---- C'ODE EDIITION­­ ZONE-— 10 iz Ye":s YES I SC�,­WL DISTRICT TOP PLATES Tc CITY OF SANTA ANA a, (D C14 0 CL -c < a- cn 0 0 < 0 <C 00 6 E F -< 0-) 0 U0 I .- 0 c: U-) in r-, w "I't > c) U.j 0 o d- -0 . c cn a U.J 04 0 c 00 A_ U. CN Cn AR N G o IS 0 2 -23941 DRAWN BY JOB NO. M.G DATE MAY 2005 SHEET A1 1 OF 4 SHEETS REVISIONS 1� 1.TOP OF FTG SHALL BE @ ELEV. 0'-0" UNO. 2. VERYFY ALL DIMENSION SHOWN WITH ARCHITECTURAL DRAWINGS. 3. UNLESS OTHERWISE NOTED, LOCATE HINGE SIDEOF ALL DOORS 6" FROM ADJACENT PERPENDICULAR PARTITION. 4. LOCATION OF HOLDOWN AND SHEAR WALLS SHOWN ON FOUNDATION PLAN ARE APPROXIMATE ONLY. COORDINATE LOCATION WITH ARCH. DWGs 5. CONTRACTOR SHALL PROVIDE BLOCKING FOR ALL EQUIPMENT/ACCESSORIES MOUNTED ON WALL. 6. FOUNDATION EXCAVATION SHALL BE INSPECTED PRIOR TO PLACING OF CONCRETE. 7. ALL ANCHOR BOLTS AND HOLDOWNS SHALL BE TIED IN PLACE PRIOR TO FOUNDATION INSPECTION. 8. ALL NEW EXTERIOR WALL SHALL HAVE 38" (24/0)CDX STRUCT I PLYWOOD W/8D NAILS @ 6"-12"-12" UNLESS NOTED OTHERWISE ON PLAN tU N' C3 t3 r JC < !►. < O -< or) Lo c r Ln to r- t-, tw 9. SOIL CLACIFICATION ASSUMED CLAY WITH 1,000. PSF ALLOWABLE PRESSURE 1 @Y2 OC 'MaX I I `�, AND ALLOWABLE LATERAL BEARING PRESSURE OF 100. PSF. S_3 i od I t i 10, THE ARCHITECT SHALL PROVIDE PERIODIC AND FINAL INSPECTIONS FOR ALL STRUCTURAL ELEMENTS TO INSURE COMPLETED CONSTRUCTION AGREES WITH HIS DESIGN. PRIOR TO BUILDING SAFETY DIVISION'S FINAL INSPECTION, THE ARCHITECT SHALL SUBMIT A LETTER TO THE BUILDING OFFICIALCERTIFYING COMPLETED STRUCTURAL ELEMENTS. (106.3.5 AND 1702) 11. SEE DETAILS FOR SPECIAL INSPECTIONS. 12, SEE DETAIL FOR HOLDOWN EMBEDMENTS. j I cii S-3 FOUNDATION,I ST FLOOR FRAMING I I I W O '`� rn I , SCALE 1 4 _ - 1'0' <t v I W C Vi `� N I 1 I o o coo �^ SHEAR WALL SCHEDULE ; S-3 I �, SYMBL SIDE VALUES PLYWOOD NAILING GROUND SHEAR IN PLF THICKNESS (TYPE AND SPACING) FLOORS TRANSFER ANCHORS CONNECTORS -TYPE C-DX STRUCT'L I PLYWOOD COMMON EDGE FIELD SIZE 0 @ 16d A35 ALL EDGES BLOCKED G ONE 280 3/8" (24/0) 8d 6 12 5/8" 60" 5' 16, tJ TWO 560 3/8" 24/0 8d 6 12 3/4„ 32" 3" 9" H ONE 430 (3 x) 3/8" (24/0) 8d 4 12 5/8" 32" 4" 12" TWO 860 3 x 3/8" (24/0 8d 4 12 5/8" 16' 2" 6" ONE 550 (3 x) 3/8" (24/0) 8d 3 12 3/4" 32" 3" 9' TWO 1100 3 x 3/8" 24/0 8d 3 12 3/4" 16, - (2) JONE 730 (3 x) 3/8" (24/0) 8d 2 12 3/4" 32" 2 1/2" 9" TWO 1460 (3x) 3/8" 24/0 8d 2 12 314' 16, -- (2) ONE 340 1/2" (32116) 10d 6 12 5/8" 48" 5" 15" TWO 680 1/2" 32116 10d 6 1 12 3/4" 37' 1 m S-1 ONE 1320 SW24X8-RF SIMPSON STRONG -WALL SEE MANFCTRS SPECS S-2 ONE 2800 SW16X7X6 SIMPSON STRONG -WALL SEE MANFCTRS SPECS 1S', —3 ONE I SW16X7X4 SIMPSON STRONG -WALL SEE MANFCTRS SPECS —L) ONE 12800 1 SW32x8 SIMPSON STRONG -WALL SEE MANFCTRS SPECS 7/8" P.C. PLASTER WITH PAPER BACKED EXPANDED 7/8" LEG STAPLES: METAL LATH (UBC 25-1) ONE 180 16 GA. @ 6" o.c. 1 5/8" 0 72" 1 9" 1 30" FRAMING SHALL BE 3 x MIN. AND NAILS SHALL BE STAGGERED: WHERE NAILS ARE SPACED AT 2" O.C., OR WHERE 10d NAILS HAVING A PENETRATION OF MORE THAN 1 5/8" ARE SPACED AT 3" O.C., OR AT FOUNDATION SILL PLATES AND STUDS WHERE ABUTTING PANELS OCCUR WHEN THE ALLOWABLE SHEAR VALUE EXCEEDS 350 PLF, OR WHERE PLYWOOD IS APPLIED ON BOTH SIDES OF THE STUDS WITH NAIL SPACING LESS THAN 6 IN. O.C. A35 @ 6" O.C. EACH SIDE OF 3x BLOCKING, STAGGERED (CAP =1800 PLF). PROVIDE 2" x 2" x 3/16" SQUARE WASHERS FOR 5/8" 0 ANCHOR BOLTS. AND 2 1/2" x 2 1/2" x 1/4" SQUARE WASHERS FOR 314" 0 ANCHOR BOLTS. FOOTING SCHEDULE MARK WIDTH LENGTH THICKNESS±2—#4 TOP REIN F. BOTT. REINF. CF-1 15" CONT. 18" CONT. 2—#4 CONT. CF-2 SEE DETAIL 1 F-1 3'-10" 3'-10" 18" #5012" O.C. F-2 2'-9'" 2'-9" 18" #5@8" O.C. F-3 12" WALL+6" EA. SIDE 18" 2—#4 CONT. 2—#4 CONT. LEGEND NEW FOUNDATION EXISTING FOUNDATION NEW 2X4 STUD WALL SHEAR WALL (See Schedule -LA GQOd 2 N 1 °!J DRAWN BY JOB NO. M.G DATE MAY 9, 2005 SHEET S111■11 OF 4 SHEETS Q REVISIONS BY 4)-0" I CEILING JOISTS - I SIMPSON A35 @ — 32)' O.C. ALTERNATE RAFTERS - POSITION AND NAILING PER MANUR SPEC. CEILING PLATE TIE RAFTERS ^- SEE PLAN NAIL W/ 5.16d NAILS SOLID SHEAR TRANSFER E.N. WALL PLATES STUD WALL SHEAR WALL - FRAME TO ROOF. SEE PLAN FOR SIZE (WHERE OCCURS) FIELD NAILING r)-5)f LEDGER 2X4 W/1 /2" 1 /2" PLYWOOD SHEATI RAFTER 2X4@16" O.C. 4-16d EA.CONN. 2X FASCIA BD. 2X4@16"0.C. 7/8" STUCCO a] (N SHE I. "► 1 1. COORDINATE THE EXACT LOCATION OF ALL MECHANICAL UNITS & OPENINGS WITH THE ARCHITECTURAL AND MECHANICAL DRAWINGS. 2. ALL WOOD MEMBERS THAT RECEIVE SHEATHING AND ALL WOOD WHERE SHEATHING IS NAILED TO SHALL BE CONTINUOUSLY SHAPED TO FIT THE SLOPE OF THE ROOF. 3. PROVIDE ADEQUATE SPACE UNDER ALL BEAMS AND LINTEL WHERE DOOR/WINDOWS OCCUR BELOW. 4, ROOFING MATERIAL SHALL NOT EXCEED 2.5 PSF. 5. INDICATES SHEAR WALL, SEE S-1 FOR SCHEDULE. 6. FLOOR SHEATHING SHALL BE �K" GRADE T.&G. PLYWOOD (40/20) LAID PERPENDICULAR TO FLOOR JOISTS. NAIL W/10dS @ 6",61),10)' 7. ALL NEW EXTERIOR WALLS AND OF Y8" (24/0)CDX STRUCT I PLYWOOD W/8D NAILS 4 6"-12"-12" U.O.N. 8. ROOF NAILING, LAYOUT AND HARDWARE SHALL BE INSPECTED BY BUILDING DEPARTMENT BEFORE COVERING. t� CV " C:} N o s.. < O Q O? .N O 0 Lo Lo Ji r, W d� V) > (n W `� O Clr 0) �•vU -0 et O a- I !— =Vi�N W L3 4 co 1, p Ct I.,_ CV 0 .__> r�G�© AR�yi v�-�PN' O° o C-23941 REN. 1105 No WffiffM DRAWN BY I JOB NO. M.G DATE MAY 9, 2005 SHEET S.2 OF 3 SHEETS mm FA,