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HomeMy WebLinkAbout10150514.pdfmil SITE PLAID SCALE: 1 /8"=1'-O" NOTES EXISTING DWELLING EXISTING GARAGE i PROPOSED ADDITION, TRACT LOT 26 ,. .. ,1 LOT AREA i TOTAL BUILDING AREA LOT COVERAGEi OCCUPANCY GROUP • , CONSTRUCTION APPLICABLE CODESi LEGENDWALL 968 SQ. FT. 440 SQ, FT, 371 SQ, FT, TOTAL 1,779 60 x 125 = 7,500 SQ, FT, 1,779 1,779 / 7,500 = 24 %<50Y, O,K, p R3/Ul VN "a CBC 2001 .,> (N) REPRESENTS NEW 1.,,,' (E) REPRESENTS EXISTING o CLR. REPRESENTS CLEAR SD HARD WIRE SMOKE DETECTORS . � WITH A BATTERY BACK UP. SMOKE DETECTORS BATTERY OPERATED ON EXISTING ROOMS -{- REPRESENTS LIGHT FIXTURE 4D� REPRESENTS 120V DUPLEX WALL OUTLET REPRESENTS LIGHT SWITCH REFERS TO NEW WALL (SHOWN SHADED) 4 REFERS TO EXISTING WALL A-2 EXISTING TO BE REMOVED •t NOTE: 1.- ALL NEW EXTERIOR WALLS TO HAVE R-13 BATT INSUL. 2.- NEW RAISED FLOOR TO HAVE R-19 BATT INSUL. 3.- NEW RAISED FLOOR TO HAVE R-19 BATT INSUL. WINDOW SCHEDULE (D 4'-0"W x 4'--0"H SLIDER 2 6'-O"W x 3'-0"H SLIDER 3 2'-O"W x 2'-0"H SLIDER 4 5'-O"W x 3'-0"H SLIDER 2'-O"W x 4'-0"H SLIDER OBSCURE & TEMPERED GLASS 2'-O"W x 4'-0"H SLIDER Note: 1.- SILL HEIGHTS ARE NOT MORE THAN 44" ABOVE THE FLOOR 2.- ALL NEW GLAZING TO BE DUAL -PANE w/ U = 0.75 MAX. FENESTRATION SHOC = 0.40 MAX. DOOR SCHEDULE 2'-6" x 6'-8" INTERIOR DOOR GENERAL NOTES: 1. ALL FABRICATION TO BE PERFORMED BY A LICENSED FABRICATOR. 2. 2x4 STUDS MINIMUM. 3. BATHROOM TO HAVE FLUORESCENT GENERAL LIGHTING. SWITCH TO BE THE FIRST NEAR THE DOOR. 4. WATER HEATER TO BE STRAPPED AT TOP AND BOTTOM WITH 1 1 /2x 16ga STRAP w/ 3/8"Diax3" LAG BOLT EACH END. SEE LOWER LEVEL ELECTRICAL PLAN. 5. WALL COVERING SHALL BE CEMENT PLASTER, TILES OR APPROVED EQUAL TO 70 INCHE$ ABOVE DRAIN AT SHOWER. MATERIALS OTHER THAN STRUCTURAL ELEMENTS TO BE MOISTURE RESISTANCE. GLASS ENCLOSURE DOORS AND PANEL MUST BE LABELED CATEGORY II. 6. CEILING HEIGHT FOR LAUNDRY ROOM & BATHROOM IS MIN. 7'-0' 7. NEW WATER CLOSET TO BE WATER -SAVING TYPE WITH 1.6 GALLON PER FLUSH LABELED CATEGORY II. FLOOR PLAN NOTES 1[. TOILET 2. LAV 3. SHELF & POLE 4. ARCHED OPENING SEE FRAMING PLAN 5. DEAD BOLT 0 DOOR 6. PRIVACY LOCK 7. CERAMIC TILE SHOWER W/ ENCLOSURE 8. 30" CLEAR MIN. TOILET COMPARTMENT 9. SHELF 10. FINISH GRADE 11. ROOF SEE ROOF PLAN 12. RIDGE AT ROOF BELOW 13. G.I CRICKET AT ROOF 14. NICHE 15. METAL FLUE TRANSITION TO ROOF 16. STUCCO SOFFIT OVER ENTRY. SEE EXTERIOR ELEVATION. 17. 2200 ATTIC ACCESS. z I � �..: 1-. . ..,. .. .. .. _ , .,..d i6 z I IN 35'-0" 12'-0" 16'-6" GFI OI 4 �-':�Z C N) BEDROOM {N) BATH W.I.C. Q CEILING FAN 0 C 5'-6" JY !1 17 - sD E} WINDOW GFI (E) WINDOW � TO E REMO D (E) WINDOW TO BE REMOVE „a$ TO BE REMOVED 11 oo 10 1 SD EXHAUST SYST. oo M TO PROVIDE 5-CHANGES P/H (E BATH (E) BEDROOM (E) BEDROOM CONVERTED INTO o (E) STUDIO I FAU la SD � SD SD nM n (E) LIVING ROOM C 11)Itrwima- Last )�I \E (E) KITCHEN r�r�■� r i!� w 9 (E) 0 z H in x w R E V I S I O N S A b A A d A A A A A A A A M 00 t0 v CL M Li.l M 00 J LLJ Q QC.) � P Ld CO 0:: oW � N m � �+- a w Q 0- w m a_ In z a .d r: i r1 i• • r • 1 r• t! d- 0 0 N I U M w N m z 4 A w o a rzr OEM* SITE PLAN 4N SCALE: 1 /8"=1'-O" THESE DRAWINGS AS INSTRUMENTS OF SERVICE ARE THE PROPERTY OF THE ENGINEER AND SHALL NOT BE REPRODUCED WITHOUT THE CONSENT OF B.C.ADAMS Li J C u L D r L 1 NOTES APPLICABLE CODES: A-2 EXISTING DWELLING i 968 SQ. FT. 2001 CALIFORNIA BUILDING CODE EXISTING GARAGE 440 SQ, FT, 2001 CALIFORNIA MECHANICAL CODE PROPOSED ADDITION1 371 SQ. FT, 2001 CALIFORNIA PLUMBING CODE TOTAL 1,779 2001 CALIFORNIA ELECTRICAL CODE TRACT SANTA ANA MUNICIPAL CODE LOT 26 2001 CALIFORNIA ENERGY CODE APN = 198-252-40 LOT AREA 4 60 x 125 = 7,500 SQ, FT, TOTAL BUILDING AREA 1,779 LOT COVERAGE, 1,779 / 7,500 = 24 %{50Y. O.K. OCCUPANCY GROUP R3/Ul TYPE OF CONSTRUCTION VN APPLICABLE CODESi CBC 2001 WALL LEGEND (N) REPRESENTS NEW (E) REPRESENTS EXISTING CLR. REPRESENTS CLEAR sD HARD WIRE SMOKE DETECTORS WITH A BATTERY BACK UP. SMOKE DETECTORS BATTERY OPERATED ON EXISTING ROOMS -{ REPRESENTS LIGHT FIXTURE REPRESENTS 120V DUPLEX WALL OUTLET - REPRESENTS LIGHT SWITCH REFERS TO NEW WALL (SHOWN SHADED) REFERS TO EXISTING WALL EXISTING TO BE REMOVED NOTE: 1.- ALL NEW EXTERIOR WALLS TO HAVE R-13 BATT INSUL. 2.- NEW RAISED FLOOR TO HAVE R-19 BATT INSUL. 3.- NEW RAISED FLOOR TO HAVE R-19 BATT INSUL. WINDOW SCHEDULE 4'-0"W x 4'-O"H SLIDER 6'-O"W x 3'-O"H SLIDER 2'-O"W x 2'-O"H SLIDER 4 5'-O"W x 3'-0"H SLIDER 2'-O"W x 4'-0"H SLIDER OBSCURE & TEMPERED GLASS 2'-0"W x 4'-O"H SLIDER Note: 1.- SILL HEIGHTS ARE NOT MORE THAN 44" ABOVE THE FLOOR 2.- ALL NEW GLAZING TO BE DUAL -PANE w/ U = 0.75 MAX. FENESTRATION SHOO = 0.40 MAX. DOOR SCHEDULE 2'-6" x 6'-8" INTERIOR DOOR GENERAL NOTES: 1. ALL FABRICATION TO BE PERFORMED BY A LICENSED FABRICATOR. 2. 2x4 STUDS MINIMUM. 3. BATHROOM TO HAVE FLUORESCENT GENERAL LIGHTING. SWITCH TO BE THE FIRST NEAR THE DOOR. 4. WATER HEATER TO BE STRAPPED AT TOP AND BOTTOM WITH 1 1 /2x 16go STRAP w/ 3/8"DIax3" LAG BOLT EACH END. SEE LOWER LEVEL ELECTRICAL PLAN. 5. WALL COVERING SHALL BE CEMENT PLASTER, TILES OR APPROVED EQUAL TO 70 INCHES ABOVE DRAIN AT SHOWER. MATERIALS OTHER THAN STRUCTURAL ELEMENTS TO BE MOISTURE RESISTANCE. GLASS ENCLOSURE DOORS AND PANEL MUST BE LABELED CATEGORY 11. 6. CEILING HEIGHT FOR LAUNDRY ROOM & BATHROOM IS MIN. 7'-0" 7. NEW WATER CLOSET TO BE WATER -SAVING TYPE WITH 1.6 GALLON PER FLUSH LABELED CATEGORY 11. c7 i FLOOR PLAN NOTES TOILET 2. LAV 3. SHELF & POLE 4. ARCHED OPENING SEE FRAMING PLAN 5. DEAD BOLT 0 DOOR 6. PRIVACY LOCK 7. CERAMIC TILE SHOWER W/ ENCLOSURE 8. 30" CLEAR MIN. TOILET COMPARTMENT 9. SHELF 10. FINISH GRADE 11. ROOF SEE ROOF PLAN 12. RIDGE AT ROOF BELOW 13. GJ CRICKET AT ROOF 14. NICHE 15. METAL FLUE TRANSITION TO ROOF 16. STUCCO SOFFIT OVER ENTRY. SEE EXTERIOR E' 17. 22x30 ATTIC ACCESS. City ot Santa Ana CIVIL ENGINEER 11022 ACACIA PARKWAY SUITE E GARDEN GROVE, CA 92840 PH (714) 636-0294 FAX (714) 534-2494 BERNARD C. c- Ap EXP:12-a�-zoa6 UVIL Q PLAINS VOID WITHOUT INK SIGNATURE COMPANY NAME BLANCA & JORGE ZAMBRANO JOB TITLE HOUSE ADDITION 2613 S. Towner St. JOB ADDRESS SANTA ANA, CA, 92707 DRAWN BY: GREG AYALA PAGE(S) 1 OF 4 DATE 04-06-06 JOB # /_-) 9G, 1 14"x14" COMPOSITION SHINGLES CLASS "B" MIN ATTIC VENT ROOF SHEATHING TO MATCH EXISTING �. EXISTING STUCCO S TO EXISTII` EXISTING INN NORTH ELEVATION 12 ROOF 3 1/2�— SLOPE COMPOSITION SHINGLES CLASS "B" MIN ROOF SHEATH!NG TO MATCH EXISTING EAST ELEVATION 1 /2" CDX PLYWOOD P.I.=24/0 BLOCKED W/10d COMMON 6", 6",12" 2x FASCIA SYM TO (E) 1'-2" SYM. TO EXIST. 2x4 STUDS @ 16"o/c THESE DRAWINGS AS INSTRUMENTS OF SERVICE ARE THE PROPERTY OF THE ENGINEER AND SHALL NOT BE REPRODUCED WITHOUT THE CONSENT OF B.C.ADAMS R13 12 3 1/2 [-ROOF SLOPE 4x4 K.P. W/CB44 2x6 Roof Rafters @ 16"o/c NO 3 7/21 12 — e ATTIC VENT REQUIRED: 371 /150 = 2.5 SQ. FT. ATTIC VENT PROVIDED: 14/12 = 1.2 x1.2= 1.4 SQ. FT. THE REMAIN WILL BE PROVIDED BY EAVE VENTS HOLES COVERED W/1 /4" CORROSSION RESISTANT METAL MESH COVERING. 7/8" THCK. CEMENT PLASTER PLASTER MIX: 1:4 FOR SCRATCH COAT & 1:5 FOR BROWN COAT BY VOLUME, CEMENT TO SAND TYP. 2x6 Tie @ 16""o/c MAX. 2x6 Ceiling Joists @ 16"o/c O—INDICATES NEW CHANGE (3-24-06) 2x FASCIA SYM TO (E) ,.FIN. FLR. PROVIDE WOOD SHIM AT ROOF RAFTERS & TOP PLATES FOR FULL SUPPORT & SIMPSON "1-12", "H2.5„ "H4" OR "H5" AT OUTSIDE OF R.R.& TOP PL. PROM EAVE VENTS 2x FASCIA SYM TO (E) 1'-2" SYM. TO EXIST. 2x4 STUDS 0 16"o/c Q COMPOSITION SHINGLES CLASS "B" MIN. ROOF SHEATHING TO MATCH EXISTING 3 1 /2 Im --(N) STUCCO TO MATCF�' EXISTING WEST ELEVATION PROVIDE ROOF RADIANT BARRIER AT NEW CONSTRUCTION -- 2x6 Roof Rafters 4x4 K.P. CAD 16"o/c -- 4x8 RIDGE BM 1--2x6 Ceiiling Joist G� 16"o/c , �';;�Iggjjjjljjjjjm R30—Insulation R13 4" SLAB —ON —GRADE SEE PLAN CIVIL ENESINEER 11022 ACACIA PARKWAY SUITE E GARDEN GROVE, CA 92840 PH (714) 636-0294 FAX (714) 534-2494 4x4 K.P. REMOVE STUCCO AND REPLACE STRENGTH W/ PLYWOOD PER PLAN I TYP. ALONG (E) WALL 00 C:D —INDICATES NEW CHANGE (3-24- BERNARD C. �z C1Q183 � EXP.12-31-2006 �}. CIVIL OF C PLAINS VOID WITHOUT IN SIGNATURE rJ OMPANY NAME BLANCA & Jon OB TITLE HOUSE ADDIN JOB ADDRESS& S. To SANTA ANA, 1 DRAWN BY: GREG AYALA PAGE(, DATE 04-06-06 JOB # 0 0 NAILING SCHEDULE THIS NAILING IS TYPICAL UNLESS NOTED OR DETAILED OTHERWISE, ALL NAILS SHALL BE COMMON WIRE NAILS. DRILL HOLES FOR 20d NAILS & LARGER AND AS REQUIRED TO PREVENT SPLITTING. JOIST TO SILL OR GIRDER. TOENAIL . 3-8d BRIDGING TO JOIST, TOENAIL EACH END. 2-8d I" x 8" SUB FLOOR OR LESS TO EACH JOIST, FACE NAIL 2-8d WIDER THAN I" x 6" SUB FLOOR TO EACH JOIST. FACE NAIL 3-6d 2" SUB FLOOR TO JOIST OR GIRDER, BUND AND FACE NAIL , 2-16d SOLE PLATE TO JOIST OR BLOCKING, TYPICAL FACE NAIL AN AT 16" O.C. SOLE PLATE TO JOIST OR BLOCKINO.. .3-16d PER 18" AT BRACED WALL PANELS TOP PLATE TO STUD, END NAIL . . 4-8d, TOENAIL OR 2-16d, END NAIL DOUBLE STUDS. FACE NAIL. 16d AT 24" O.C. DOUBLED TOP PLATES, TYPICAL FACE NAIL. .16d AT 16" O.C. DOUBLED TOP PLATES, LAP SPLICE • AN O 12" BLOCKING BETWEEN JOISTS OR TOP PLATE, TOENAIL . . 3-8d RIM JOIST TO TOP PLATE, TOENAIL. 8d AT 6" Q.C. TOP PLATES, LAPS AND INTERSECTIONS, FACE NAIL. .2-18d COUNTINUOUS HEADER, TWO PIECES. Alld AT 16" O.C. ALONG EACH EDGE CEILING JOISTS TO PLATE, TOE NAIL. .3-8d CONTINUOUS HEADER TO STUD, TOE NAIL 4-8d CEILING. JOISTS, LAPS OVER PARTITIONS, FACE NAIL. 3-16d PER 16" CEILING JOISTS TO PARALLEL RAFTERS, FACE NAIL. .3-18d RAFTER TO PLATE. TOENAIL. 3-8d 1" BRACE TO EACH STUD AND PLATE.. FACE NAIL, 2-8d 1"x8" SHEATHING OR LESS TO EACH BEARING, FACE NAIL. 2-8d WIDER THAN 1"x8" SHEATHING TO EACH BEARING, FACE NAIL. 3-8d BUILT-UP CORNER STUD$. . 16d AT 24" Q.C. BUILT-UP GIRDER AND BEAMS, . 20d AT 32" Q.C. AT TOP AND BOTTOM AND STAGGERED 2-20d AT ENDS AND AT EACH SPLICE. 2" PLANKS. 2-16d AT EACH BEARINO I � ON OR BOX NAIL MAY BE USED EXCEPT WHERE OTHERWISE STATED, NAILS, SPACED AT 6 INCHES ON CENTER AT EDGES, 12 INCHES AT INTERMEDIATE SUPPORTS EXCEPT 6 INCHES AT ALL SUPPORTS WHERE 2 SPANS ARE 48 INCHES OR MORE 3 COMMON OR DEFORMED SHANK 4 DEFORMED SHANK 5 CORROSION - RESISTANT SIDING OR CASING NAILS. FASTENERS SPACED 3 INCHES ON CENTER AT EXTERIOR EDGES AND 8 INCHES ON CENTER AT INTERMEDIATE SUPPORTS. 6 CORROSION - RESISTANT ROOFING NAILS WITH 7/16 - INCH - DIAMETER HEAD AND 1 1/2-INCHE LENGTH FOR 1/2-IN04 SHEATHING AND 1 3/4-NCH'UNGTH FOR 23/32-INCH SHEATHING. 8 CORROSION - RESISTANT STAPLES WITH NOMINAL 7/16-INCH CROWN AND 1 1/8-INCH LENGTH TO 1/2-INCH SHEATHING AND 1 1/2-INCH LENGTH FOR 25/32-INCH SHEATHING. 9 PANEL SUPPORTS AT 16-INCHES IF STRENGTH AXIS IN THE LONG DIRECTION OF THE THE PANEL. UNLESS OTHERWISE MARKED. CASING OR FINISH NAILS SPACED 6 INCHES ON PANEL EDGES. 12 INCHES AT INTERMEDIATE SUPPORTS. 10 PANEL SUPPORTS AT 24-INCHES, CASING OR FINISH NAILS FACED 6 INCHES ON PANEL EDGES, 12 INCHES AT INTERMEDIATE SUPPORTS. SHEAR WALL SCHEDULE [.lit hhl,litth'fYhl, MARK SHEAR 75X WALL SHEATHING 0/ WOOD FRAMING 0/ CONCRETE 10 310 PLF 230 13/32" PLY W/ 10d NAILS 16d O 6" OC 5/8" AS O 28" OC O 6" OC EN & 12" OC FN GENERAL REQUIREMENTS 1, CONSTRUCTION SHALL BE IN CONFORMITY WITH THE 2001 EDITION OF THE CALIFORNIA BUILDING CODE (C.B.C,) AND ALL APPLICABLE LOCAL AND STATE CODES AND ORDINANCES. 2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT JOB SITE BEFORE COMMENCING WORK AND SHALL REPORT ANY DISCREPANCIES TO THE ENGINEER. 3. CONTRACTOR SHALL PROVIDE BARRICADES AND PEDESTRIAN PROTECTION AS REQUIRED BY STATE AND LOCAL CODES. 4. CONTRACTOR SHALL CONSULT WITH REPRESENTATIVES OF CITY AND UTILITY COMPANIES CONCERNING -AVAILABLE FACIUTTES BEFORE COMMENCING WORK OR CONNECTING TO SEWER, PIPING OR WIRINGi ETC.. AND REPORT ANY PROBLEMS TO THE ENGINEER. 5. 0M13Viv,NS CR C-INFUCTS BETWEEN VARIOUS ELEMENTS OF THE DRAWINGS, NOTES, AND DETAILS SHALL BE BROUGHT TC TnE ATTENTION OF THE ENGINEER AND RESOLVED BEFORE PROCEEDING WITH THE WORK. 6. CONTRACTOR SHALL INSTALL TEMPORARY TOILETS BEFORE START OF JOB. 7. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER THESE GENERAL NOTES. 8. TYPICAL DETAILS SHOWN SHALL APPLY WHERE NO SPECI& DETAIL IS SHOWN. 9, WRITTEN DIMENSIONS (NOT SCALED DIMENSIONS) SHALL BE USED. 10. TEMPORARY ERECTION BRACING AND SHORING SHALL BE PROVIDED AS REQUIRED ON ALL BEAMS, WALLS, ETC.. ADEQUATE TO PROVIDE FULL STRUCTURAL STABILITY AND SAFETY, BRACING SHALL NOT BE REMOVED UNTIL THE ELEMENTS ARE FULLY CONNECTED AND ARE CAPABLE OF SUPPORTING THE DESIGN LOADING. 11. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE UMLTED TO NORMAL WORKING HOURS: AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY. REAL OR ALLEGED. IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR UABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. BACKFILUNG 1. ALL BACKFILL SHALL CONFORM TO THE SOIL ENGINEER'S REPORT AND RECOMMENDATIONS. 2. UTILITY TRENCH BACKFILL AND ANY OTHER BACKFILL MUST BE MECHANICALLY COMPACTED. JETTING AND FLOODING SHALL NOT BE PERMITTED. 3. BACKFILL AT PERIMETER OF STRUCTURE IS NOT TO BE MADE UNTIL GROUT UNDER PANELS IS INSPECTED BY THE BUILDING DEPARTMENT. 4. WHERE WALLS ARE BACKFILI.ED ON ONE SIDE ONLY, PROVIDE SHORING OR OTHER APPROVED MEANS OF LATERAL SUPPORT UNTIL RESISTING ELEMENTS ARE ALL IN PLACE AND HAVE ATTAINED THEIR REQUIRED STRENGTHS. RESISTING ELEMENTS SHALL BE CONCRETE SLABS OR OTHER PERMANENT BUILDING COMPONENTS. 5, UNLESS NOTED OTHERWISE IN THE SOIL REPORT, ALL FILLS SHALL BE COMPACTED TO A MINIMUM OF 9OX OF MAXIMUM DENSITY IN ACCORDANCE WITH THE REQUIREMENTS OF C.B.C. APPENDIX SECTION 3313. FOUNDATIONS 1. THE CONTRACTOR SHALL ESTABLISH ALL BUILDING LINES AND PROCEED WITH THE EXCAVATION OF ALL FOOTINGS AS CALLED FOR ON THE DRAWINGS. 2. FOOTINGS SHALL BEAR ON NATURAL UNDISTURBED UNIFORM EARTH OR ENGINEERED COMPACTED FILL. 3. NO REINFORCING STEEL AND NO CONCRETE SHALL BE PLACED IN ANY EXCAVATION PRIOR TO APPROVAL BY THE BUILDING DEPARTMENT. 4. THE TOP OF ALL EXCAVATIONS SHAD. BE PROTECTED AGAINST HEAVY SURCHARGE LOADS AND FROM EROSION DUE TO RAINFALL OR SURFACE RUN-OFF DURING THE ENTIRE CONSTRUCTION PERIOD. CONCRETE 1. ALL CONCRETE MIX DESIGNS, CONFORMING TO UBC SECTIONS 1904 & 1905, SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW AND APPROVAL BEFORE ANY CONCRETE IS PLACED. ALL CONCRETE MIXES SHALL HAVE A MINIMUM CEMENT CONTENT OF 5 SACKS OF CEMENT PER CUBIC YARD OF MIX. ALL CONCRETE MIXES SHALL BE CERTIFIED BY A CONCRETE TESTING LABORATORY AND SIGNED BY A CAUFORNIA REGISTERED CIVIL ENGINEER. 2. CONCRETE SHALL HAVE MINIMUM 28 DAY COMPRESSIVE STRENGTH GIVEN BELOW: FOOTINGS. .2500 PSI SLAB ON GRADE.' .2500 PSI ALL OTHER CONCRETE. .2500 PSL THE MAXIMUM CONCRETE SLUMP SHALL NOT EXCEED 4". 3. GROUT UNDER PRECAST PANELS SHALL HAVE A MINIMUM 28-DAY STRENGTH THE SAME AS THAT OF THE PANELS. THE CONCRETE GROUT SHALL BE A SUITABLE MIX CONSISTING OF PEA GRAVEL, SAND, CEMENT AND WATER. MAXIMUM SLUMP SHAD. BE 5 INCHES. AN APPROVED SUPERPLASTICIZING ADMIXTURE MAY BE ADDED TO INCREASE THE SLUMP TO MAXIMUM 7.5 INCHES. GROUT UNDER STEEL COLUMN BASE PLATES SHALL BE "POR-ROK" OR "FIVE STAR GROUT" OR APPROVED EQUAL. 4. PORTLAND CEMENT SHALL BE TYPE 11, OR TYPE V WHERE SPECIFIED, CONFORMING TO A.S,T.M C150 AND SHALL BE TESTED. AGGREGATES SHALL BE NORMAL WEIGHT (145 PCF) U.N.O. CONFORMING TO A.S.T.M. C33. WITH CONCRETE SHRINKAGE CHARACTERISTICS OF LESS THAN 0.053% ; WHERE SPECIFIED, LIGHT WEIGHT CONCRETE FOR WALLS AND FLOOR SLABS SHALL HAVE AN IN -PLACE DENSITY OF 110 PCF. LIGHT WEIGHT AGGREGATE SHALL BE EXPANDED SHALE OR APPROVED EQUAL CONFORMING TO A.S.T.M. C330. 5. CONCRETE TEST SAMPLES SHALL BE TAKEN IN ACCORDANCE WITH &S.T.M. AND U.B.C. STANDARDS. RESULTS OF THE 7 & 28 DAY TESTS SHALL BE SUBMITTED TO THE ENGINEER FOR HIS RECORDS. SLUMP TESTS ARE REQUIRED FOR ALL TEST SAMPLES AND MUST ALSO BE REPORTED. ADDITIONALLY, ALL LIGHT WEIGHT CONCRETE SAMPLES MUST HAVE THEIR IN -PLACE DENSITIES DETERMINED AND REPORTED. 6. SIDES OF FOOTING PADS MAY BE POURED AGAINST STABLE EARTH. 7. TROWEL AND RETROWEL SLAB FOR SMOOTH FINISH WITH NO TROWEL MARKS SHOWING WHEREVER CONCRETE FLOOR IS EXPOSED. 8. SEE ARCHITECTURAL NOTES FOR COLORED OR TEXTURED CONCRETE. 9. CONCRETE FORM WORK TOLERANCES SHALL BE IN ACCORDANCE WITH U.B.C. AND A.C.I. STANDARDS. 10. WHERE NOTED, SOUND INSULATING CELLULAR CONCRETE SHALL BE 100 PCF (13 PSF AT 1-1/2" THICKNESS) FOR SECOND FLOOR FILL OVER PLYWOOD SHEATHING. ALL AREAS ARE TO BE TROWELED AND RETROWELED TO A SMOOTH FLAT FINISH SUITABLE FOR INTERIOR COVERINGS. PROVIDE WATERPROOF PAPER AND MESH, 11. NO FLY ASH SHALL BE USED IN ANY CONCRETE. NO CALCIUM CHLORIDE SHALL BE USED IN ANY CONCRETE. 12. ALL__CQNrRETE_TQ.@E_C�IRFQ FOR A MINIMUM OF 3 DAYS BY A METHOD THESE DRAWINGS AS INSTRUMENTS OF SERVICE ARE THE PROPERTY OF THE ENGINEER AND SHALL NOT BE REPRODUCED WITHOUT THE CONSENT OF B.C.ADAMS GENERAL NOTES: 1. 2x4 STUDS MINIMUM. 2. KITCHEN AND BATHROOMS TO HAVE FLUORESCENT GENERAL LIGHTING. SWITCH TO BE THE FIRST NEAR THE DOOR. 3. WATER HEATER TO BE STRAPPED AT TOP AND BOTTOM WITH 1 1/2x 16pa STRAP w/ 3/8"DIax3" LAG BOLT EACH END. SEE LOWER LEVEL ELECTRICAL PLAN. 4. WALL COVERING SHALL BE CEMENT PLASTER. TILES OR APPROVED EQUAL TO 70 IN^.HES ABOVE DRAIN AT SHOWER. MATERIALS OTHER THAN STRUCTURAL ELEMENTS TO BE MOISTURE RESISTANCE, GLASS ENCLOSURE DOORS AND PANEL MUST BE LABELED CATEGORY If. 5. CEIUNG HEIGHT FOR LAUNDRY ROOM & BATHROOM IS MIN. 7'-0" 6. NEW WATER CLOSET TO BE WATER -SAVING TYPE WITH 1.6 GALLON PER FLUSH LABELED CATEGORY If. I.- LUMBER: a) USE DOUGLAS FIR CONSTRUCTION GRADE #1 FOR 6x AND LARGER. D.F. GRADE #2 FOR ALL 4x AND SMALLER. b) ALL LUMBER IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED OR WOOD RESISTANT TO DECAY. c) 2x8 ROOF RAFTERS WITH R-30 RIGID INSULATION AND RIDGE VENTS PROVIDED STRUCTURAL LUMBER 1. ALL ROUGH LUMBER USED IN THE WORK SHALL BE OF THE FOLLOWING GRADE OF DOUGLAS FIR -LARCH, WITH THE BASE DESIGN VALUES COMPLYING WITH WESTERN WOOD PRODUCTS ASSOCIATION (WWPA) GRADING SPECIFICATIONS, UNLESS OTHERWISE NOTED ON PLANS. A.) HORIZONTAL FRAMING MEMBERS 2" TO 4- THICK AND 2" AND WIDER ...................... ..................................... tOOOF-NO. 1 B.) HORIZONTAL FRAMING MEMBERS 5" OR MORE IN THICKNESS, 5" AND WIDER (BEAMS & STRINGERS) ........1550E-DENSE NO. 1 C. POSTS (POSTS & TIMBERS........................ ................... ...1200E-NO. 1 D. STUDS 2" TO 4" THICK, 4 WIDE .....................................1004E-CONST E. ALL OTHER WOOD MEMBERS ............................................. 875F-NO. 2 2. SHEATHING SHALL BE OFPA GRADE STAMPED, TYPE STRUCTURAL 1. EXTERIOR HAVE INDEX NO, UNLESS 32/16.TM23/ 2 SHEATHINGAND SHALL HAVE I32- NDEXSHEATHING 48/2 .ALL 3. ROOF FRAMING. SHEATHING AND NAILING SHALL BE INSPECTED PRIOR TO PLACING OF ROOFING MATERIALS. 4. PROVIDE METAL WASHERS FOR ALL BOLTS AND NUTS BEARING ON WOOD. 5. BOLT HOLES IN WOOD MEMBERS, SHALL BE THE SAME AS THE BOLT DIAMETER FOR A TIGHT FIT. WOOD MEMBERS WITH HOLES NOT MEETING THE ABOVE CRITERIA SHALL BE REMOVED AND REPLACED BY THE CONTRACTOR AT HIS OWN EXPENSE, 6, ALL LUMBER IN CONTACT WITH CONCRETE THAT IS IN CONTACT WITH THE GROUND, SHALL BE REDWOOD OR APPROVED PRESSURE TREATED WOOD. 7. INDIVIDUAL PIECES OF SHEATH:i:3 SHALL, NOT BE LESS THAN 2'-0* IN THEIR LEAST PLAN DIMENSION, NOR LESS THAN 8 SQUARE FEET IN AREA. GENERAL FRAMING NOTES 1, REFER TO SHEET SN-1 FOR GENERAL NOTES AND TYPICAL DETAILS. 2. ALL STUD WALLS SHALL BE 2x4 STUDS AT 16" O.C. HEIGHT SHALL NOT EXCEED 10'-0", UNLESS OTHERWISE NOTED. 3. ROOF SHEATHING SHALL Bi 1 /2" PLYWOOD, PANEL INDEX 24/0 WITH ad NAILS AT 6" O.C. BOUNs."'Y; 6" O.C. EDGES; AND 12" O.C. FIELD. 4. PLYWOOD SHEATHING SHALL BE PLACED WITH FACE GRAIN PERPENDICULAR TO JOISTS OR RAFTERS. 5. PROVIDE DOUBLE JOISTS UNDER PARTITIONS RUNNING PARALLEL TO JOISTS AND AROUND OPENINGS. 6. PROVIDE SOLID BLOCKING SETWEEN JOISTS UNDER WALLS RUNNING PERPENDICULAR TO JOISTS. 7. PROVIDE FURRING TO ALIGN GYPSUM SHEATHED NON -SHEAR WALLS'WITH PLYWOOD SHEATHED SHEAR WALLS, WHERE OCCURS. 8. PROVIDE Ix6 DIAGONAL LET -IN BRACING AT APPROXIMATELY 45 DEGREE AT EVERY 25'-0" MAXIMUM, AT STUD WALLS WHICH ARE NOT SHEATHED. 9, TOP PLATES OF ALL STUD WALLS SHALL BE TWO PIECES OF THE SAME SIZE AS THE STUDS. SPLICES SHALL ,BE LAPPED 4'-0" MINIMUM WITH 10-16d AT EACH SIDE OF THE SPLICE. 10. STRUCTURAL MEMBERS SHALL NOT BE CUT FOR PIPES, ETC. UNLESS SPECIFICALLY DETAILED. 11. ALL HARDWARE SHALL BE aS MANUFACTURED BY SIMPSON STRONG -TIE OR EQUAL. 12. D.S. INDICATES DRAG STRUT. PROVIDE BOUNDARY NAIUNG ALONG THE ENTRS LENGTH OF THE STRUT, 13. 0 INDICATES SHEAR WAD., REFER TO SHEAR WALL SCHEDULE. NOTES: 1. USE 3X SILL PLATE F01*1 ALL WALLS WHERE ALLOWABLE SHEAR VALUES EXCEED 350 Plf. 2. USE 3X SILL PLATE AIlD UPPER TOP PLATE WHEN PLYWOOD IS APPLIED ON BOTH SIDES OF THE WALL. 3. AT ALL ADJOINING PLYWOOD EDGES, USE 3X STUDS & SLOCKINGS. 4. PROVIDE 1/2" EDGE DISTANCE FOR PLYWOOD BOUNDARY NAILING, 5. SQUARE WASHERS SHALL BE USED WITH ALL ANCHOR BOLTS, 5/8" BOLTS - 2.54.50/4 3/4" BOLTS - 2.754.754/16 7/8` BOLTS - 3x3x3/8 6. ALL SHEAR WALL NAILING SHALL' UTILIZE COMMON NAILS. 7. PLYWOOD SHALL BE C-'T, C-C, 'SHEATHING, PLYWOOD PANEL SIDING OR ANY OTHER GRADE S COVERED IN ;j.B.C. STANDARD 23-2 OR 23-3. 8. ALL PLYWOOD SHALL EE FOUR -PLY MINIMUM. 9. MAXIMUM ALLOWABLE SHEAR FOR THREE-PLY PLYWOOD IS 200 PLF. 10. + DESIGNATES WALL SHEATHING IS APPLIED TO BOTH SIDES OF THE WALL 11. EN DESIGNATES EDCE NAILING. 12. FN DESIGNATES FIELD NAIUNG. ' 13. OC DESIGNATES ON CENTER. 14. LAG DESIGNATES LAS BOLT WITH 5" MINIMUM PENETRATION INTO MAIN MEMBER. 15. AS DESIGNATES ANCHOR BOLTS, 16, 0/ DESIGNATES OVER. NAILING AND FASTENERS 1. ALL NAILS SHALL BE COMMON WIRE NAILS, UNLESS OTHERWISE NOTED. 2. NAILING OTHER THA14 ROOF OR FLOOR DIAPHRAGM SHOWN ON THE DRAWINGS SHALL BE IN ACCORDANCE WITH THE NAILING SCHEDULE OF THE UNIFORM BUILDING CODE. 3. WHERE NAIL SPACINO I5 REQUIRED TO BE LESS THAN 3" O.C., NAILS SHALL BE STAGGERED. 4. PLACEMENT AND NA;LING OF ALL SHEATHING MUST BE INSPECTED AND APPROVED BEFORE COVERING. 5. EXPANSION BOLTS SHALL BE AS MANUFACTURED BY HILTI, HIT C-100 ADHESIVE THREADED RODS (IN COMPLIANCE WITH ICBO NO. 4016). UNLESS NOTED OTHERWISE ON THE DRAWINGS, JSE MINIMUM 3/4" DIAMETER WITH 5" EMBEDMENT. REINFORCING STEEL 1. ALL REINFORCING STEEL, UNLESS NOTED OTHERWISE, SHALL CONFORM TO A.S.T.M. SPECIFICATIONS A615 AND BE INTERMEDIATE GRADE 60 FOR BARS #4 AND GREATER, AND GRADE 40 FOR BARS LESS THAN #4 AND ALL TIES AND DOWELS. ALL REINFORCEMENT TO BE WELDED SHALL CONFORM TO A.S.T.M. A706. UNLESS NOTED OTHERWISE. 2. REINFORCEMENT MARKED CONTINUOUS MAY BE SPLICED BY LAPPING 30 BAR DIAMETERS IN CONCRETE AND 40 BAR DIAMETERS IN MASONRY WITH 24 INCH MINIMUM LAP IN EACH CASE, UNLESS OTHERWISE NOTED ON PLANS. ALL SPLICES WHEN DETAILED SHALL BE LOCATED WHERE SHOWN ON PLANS. 3. REINFORCING STEEL SHALL BE ACCURATELY PLACED AND SECURED IN POSITION WITH METAL OR CONCRETE BLOCKS, CHAIRS, SPACERS, ETC., BEFORE PLACING CONCRETE. 4. WELDED WIRE FABRIC FOR SLABS ON GRADE SHALL CONFORM TO A.S.T.M. A185, BE IN FLAT SHEETS AND HAVE MIN. LAP OF ONE PARALLEL STRAND BUT NOT LESS THAN 6". 5. ADD11IONAL REINFORCING REQUIRED FOR ERECTION OF PRECAST CONCRETE SHALL BE ADDED PER THE CONTRACTORS DETAILS. 6. MINIMUM CONCRETE COVER FOR REINFORCING STEEL SHALL BE AS FOLLOWS, UNLESS NOTED OTHERWISE. CONCRETE BELOW GRADE OR IN CONTACT WITH SOIL: WHEN POURED AGAINST EARTH 3", WHEN FORMED 2". WALLS ABOVE GRADE: EXTERIOR FACE 1-1/2", INTERIOR FACE 1". TILT -UP PANELS AND OTHER PRECAST CONCRETE ELEMENTS: AS DETAILED. CONCRETE SLAB ON GRADE: REINFORCING STEEL AT CENTER OF SLAB. 7. REINFORCEMENT DETAILING SHALL BE IN ACCORDANCE WITH U.B.C. SECTION 1907. = INDI( 1 SEE St 0: U N c CDQQ ©T Z 10 T = 2x6 C.J. CAD 16"o/C 4 (N) A-4 24 R.R. 4 (� 16"o/c L=4'-0" 10 % A-4 Z. 46 HDR. 46 HDR. 1' 0 zD L= -0 El 44 POST BELOW = X 2x6 C.J. @ 16"o/C Ga NEW c0 "d 44 HDR. � �i► 1 m'� CIVIL EN13INEER 11022 ACACIA PARKWAY SUITE E GARDEN GROVE, CA 92840 PH (714) 636-0294 FAX (714) 534-2494 5V 'C10183 ' EXP.12-31-2006 CIVIL QF CAU�a��, D WITHOUT INK SIGNATURE SEE SHEARWALL SCHEDULE 1 -4 FOUNDATION PLAN SCALE: 1 /4"=1 `-0" ROOF FRAMING PLAN SCALE: 1 /4"=V-0" COMPANY NAME BL.ANCA & JORGE ZAMBRANO JOB TITLE HOUSE ADDITION 2613 S. Towner St. JOB ADDRESS SANTA ANA, CA. 92707 DRAWN BY. GREG AYALA PAGE(S) 3 OF 4 DATE 04-06706 JOB #1A, 4d OR 4# MIN, cu 90 HOOK 180 HOOK I�D = 6d FOR #3 TO #8 D = 8d FOR #9 TO #1 PRINCIPAL REINFORCING NOTE, ALL BENDS SHALL BE MADE COLD. MIN. D = 1-1/2' FOR #3 MIN. D = 2' FOR #4 MIN, D = 2-1/2' FOR #5 6 i 90 HOOK 135 HOOK MAX. OFFSET BEND BAR BENDS I KT.S, 121 10'-U- MIN, /—GROUND LINE BACKFILL Z/ PER SPECS 2 *TRENCH MIN. X AV BOTTOM OF TRENCH EXCAVATIO SHALL NOT EXTEND BELOW THIS LINE COMPACTED FILL 90% DENSITY -------- NOTEi THE CONTRACTOR SHALL BE RESPONSIBLE FOR SHORING, SHEATHING OR OTHERWISE MAINTAINING THE SIDES OF THE EXCAVATION FROM CAVE-INS UNTIL ALL BACKFILL IS COMPLETED PER SPECIFICATIONS. PIPE THROUGH FTG. WALL EL KT,S, 122 I FOR PIPES IN THIS AREA LOWER FTG. .44 a. 6 SLEEVES 2' LARGEF j THAN O.D. OF PIPES ru 'D' OF SLEEVE NOTES 1 7 zo FOR PIPIES 2'-0' OR LESS BELOW FTGS, PROVIDE SLEEVE AND CONCRETE AS SHOWN MORE THAN 2'-0' PROVIDE A MINIMUM OF 95% COMPACTION IN TRENCH FOR FULL DEPTH AND FOR A DISTANCE OF FOOTING DEPTH ON EACH EACH SIDE OF FOOTING, EXCVATION PERPENDICULAR _T[l FOOTING I N.T.S. 123, STARTER WALL AFTER SET CLEAN TO REMOVE cu LAITANCE & SCUM 4' A .64 •4 242 CUT BACK .A . 4 SPAIL NEAT CUT TRENCH A Im CONT, CLEAN OUT, STAKES NOT PERMITTED WITHIN FOOTING WIDTH I FTG, AREA NOIES i SHOWN ON DWGS + 2' 1. FOOTINGS POURED AGAINST EARTH ARE SUBJECT TO APPROVAL OF ARCHITECT/ENGINEER, 2. FOOTING WIDTHS SHALL NOT BE MORE THAN 4' WIDER THAN SHOWN ON PLAN, FTG. PnURED AGAINST EARTH KT.S. 124 THESE DRAWINGS AS INSTRUMENTS OF SERVICE ARE THE PROPERTY OF THE ENGINEER AND SHALL NOT BE REPRODUCED WITHOUT THE CONSENT OF B.C.ADAMS #D#+ V-6f #4 SI <I( Ih HEADER -- PLA" IPSON CAF IPSON - CAF ITS PI A.- 11 6 SHEAR WALL SCHEDULE SILL BOLT SILL & TOP PLATE FRAMING MARK SHEAR WALL MATERIAL NAILING ATTACHMENT ATTACHMENT (SN) ATTACHMENT 1/2- PLYWOOD STRUCT 1 8d 0 6'.6',12-O.C. 5/8-0 A3. 16d 0 3* D.C. A35 0 Cap-210 (75X OF 280) 0 4'-0" O.C, STAGGERED 12* D.C. Nm 1. ALL PANEL EDGES SHALL BE BLOCKED. 7. PLYWOOD NAIL EDGE DISTANCE SHALL BE 3/8" SHALL BE INSTALLED AT 2x PLYWO FRAMING AND 1/2' AT 3x OR WIDER Z00Ug'LS HORIZO WITH FACE GRAIN FRAMING. PERPENDICULAR TO STUDS. 8. ALL NAILS TO BE COMMON NAILS, NAIL HEADS 1 SPACE NAILS 12* O.C. ALONG INTERMEDIATE MUST NOT DAMAGE OUTER PLY OF SHEATING. FRAMING MEMBERS. 9. SHEAR WALL EDGE NAILS SHALL BE APPLIED TO 3. FRAMING AT ADJOINING PANEL EDGES SHALL HOLDOWN POSTS AT EACH END OF THE WALL BE 3* NOMINAL OR WIDER AND NAILS SHALL AND TO THE TOP MOST TOP PLATE AND BOTTOM BE STAGGERED WHERE I Od NAILS PENETRATING MOST SOLE PLATE. 4. FRAMING MORE THAN 1 5/8* ARE SPACED 10. MINIMUM SIZE OF ANY PLYWOOD SHEET SHALL 4' OR LESS ON CENTER. BE 2'-0* x 4'-04. 5. WHERE PANELS ARE APPLIED ON BOTH FACES 11. PLYWOOD SHEATHING SHALL BE OF A WALL, PANEL JOINTS SHALL BE OFFSET 5 PLY C—C GRADE, P.I. 32/16. TO FALL ON DIFFERENT FRAMING MEMBERS 6. FRAMING SHALL BE 3* NOMINAL OR WIDER AND 12. USE 3X SILL PLATES TYP. NAILS ON EACH SIDE SHALL BE STAGGERED, FRAMING AT ADJOINING PANEL EDGES SHALL BE 3' NOMINAL OR WIDER AND NAILS SHALL BE STAGGERED WHERE NAILS ARE SPACED 4* OR LESS ON CENTER. PLYWOOD SHEARWALL SCHEDULE 117 N.T.S, SCALE: NTS TG. LAI,) I INU r I U, 3-10d TOE NAILS 48" O.C. W/ 3-10d TO RIDGE NAILS EA END im 2x P.T.D.F, MUDSILL WITH 5/8Dlam, 40' A,B. @ 48' O.C, MAX,-12' FROM 2x FLAT CORNERS & SPLICE BLKG W/4-16d PER BLK, ENDS-7' MIN. EMBED, TYP, (ALT. USE SIMPSON A35 CONC, SLAB U.N.O. SEE SHEAR WALL SCH, 16, O.C.) SEE PLAN B.N, EIN� 2xBLKG W/4-16d :GALV PER BLK, - WEEP SCREED 'Tz - — — — — — — — — -- — — — — - FIN. GRADE E.N. 7 7 co 2xCEIL, JOIST @ 16' O.C. AT 4'-0' O.C. NAIL TO PLYWOOD WHERE OCCURS RAFTER W/4-16d #5 CONT, PER PLAN FOR DIRECTION SEE PLAN TOP & BOTTOM Mgt 2' CLEAN SAND HEADER WHERE OCCURS SEE 6' MIL VISQUEEN FDN PLAN EXTERIEIR CONC. FOOTING I N.T.S. 7 SHEA WALL WHER OCCURS- S PLAN 1-2xKING S (TYP.) 2-2xKING S AT OPENINg OVER 6-0 POST WITH HOLDOWN PER PLAN COUNTERS11' STUD M.B, 4- 16d END NAIL AT STUD OR TOE NAIL AT POST )N "A35" ER PLAN C. (TYP.) U D (TYP.) SURD @ 4x8 OR POST PER PLAN WALL FRAMING AT OPENING N.T.S. 13 L- FOOTING AS REQ'D. MO. �*Aft-*IWM i NOTES, 1- PLATE WASHERS ARE REQUIRED FOR ALL HOLDOWN, 2- ALL HOLDOWN ANCHOR NUTS SHALL BE TIGHTENED JUST PRIOR TO COVERING, 3- DEPUTY INSPECTION IS REQD, 4- POST FOR HD20A & HD15 SHALL BE 6x MIN, ALLOWABLE LOAD FOR OTHER HOLDOWNS ARE BASEN ON 4xPOST, 5- AT EXISTING FOOTING USE SIMPSON 'ET' EPDXY (ER-4945) WITH EMBEDMENTS AS SHOWN IN THE TABLE ABOVE, loin lumul N,T,S. 115 A-3, (N)f EXIS1 RIDGE CL. PANEL JOINT —CL. NAIL 2x4 FLAT wA2)-10d 0 EACH END DIAPHRAGM I DIAPHRAGM NOTES; 1, STAGGER JOINTS AS SHOWN 2. MIN, SIZE OF SHEET SHALL NEW R.R. 2x W/ 3-16d EA. SEXIST R.R. PANEL BOUNDARY & BOUNDARY NAILING (B.N.) CONTINUOUS PANEL EDGE, NAILING .PER PLAN CONITINUOUS PANEL -cm.,; UNBLOCKED DISCONTINUOUS PANEL EDGE & NAILING. PER PLAN FFIELD NAILING PER PLAN 2-#5 DOWELS SIMPSON 'ET22 IN 3/4' Dian, 6 NEW CONIC, FE10TING INTO EXISTING P.T. PLATE W/ 5/8- DIA. 2x STUDS AT 16" O.C. A.B. AT 72" O.C. U.N.O. AND 7" EMBED. INTO FIRST POUR PROVIDE 2 1/2"SQ.xl/4" PLATE WASHER ON EA. BOLT SEE CONCRETE SLAB SEE SHEARWALL SCHEDULE FOR PLANS FOR THICK & 3x SILL PLATE REQ. REINF. REQ. E.N. TYPICAL I -x—x4 ;i (1) #4 TOP & BOTTOM U.N.0 ON PLANS Lj SEE CLR. FDN PLAN 7 TYP INTERIOR FOOTING FN01 7E SCALE: 1"=l'- 0" ORIENTATION OF FACE SIMPSO STRAP CORNEf BLK*G h*1 ATES STRAPS AROUND OPENINGS SCALE: NTS 2x BLK'G, EX 2x BLK'G, W/ 4-16d PER BLK. GRAIN PERPENDICULAR 4-16d TO SUPPCAT PER BLK, FRAMING SEE SHR, WALL SEE PLAN SCHDULE EX E.N. SEE SHR. WALL— SCHDULE If 10 SHEAR TRANSFER CIVIL ENGINEER 11022 ACACIA PARKWAY SUITE E GARDEN GROVE, CA92840 PH (714) 636-0294 FAX (714) 534-2494 3- 16d 1 R,R, SEE PLAN C,J, SEE PLAN '�R0 ESS/0 COMPANY NAME BLANCA & JORGE ZAMBRANO BERNARD C JOB TITLE HOUSE ADDITION ,APAM 2613 S. Towner St. __S 683 'Z� - - JOB ADDRESS SANTA ANA, CA. 9 EXP�12312006 2707 CIVIL DRAWN BY: GREG AYALA PAGE(S) - 4 OF 4 PLAI SSIGNATURE DATE 04-06-06 JOB # Az A� I i NM'ONAL PIMMAST NO. 186A - 24x36 -- MANDATORY MEASURES CHECKLIST: RESIDENTIAL (Page 1 of 2) MF-1R Note: Lowrise residential buildings subject to the Standards must contain.these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate u Compliance. When this checklist is incorporated into the permit documents, the features noted shall be cofirt red by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. Instructions: Check or initial applicable boxes when completed or enter N/A if not applicable.' DESCRIPTION DESIGNER ENFORCEMENT 1 nullaing Envelope Measures: * §150(a): Minimum R-19 ceiling insulation. § 150(b): Loose fill insulation manufacturer's labeled R-Value.. * § 150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U- (does noFactor in metal frame walls t a I to exterior mass walls). * §150(d): Minimum R-I3 raised floor insulation in framed floors. § 150(l) : Slab edge insulation - water absorption rate no greater than 0.3%, water vapor transmission rate no reater than 2.0 rm/inch. § 1 I & Insulation specified or installed meets insulation quality standards. Indicate type and form. § 116-17: Fenestration Products, Exterior Doors, and Infiltration/Exfiltration Controls I. Doors and windows between conditioned.and-uncond tioned.spaces_designed to limit air leakage. 2. Fenestration products (except field -fabricated) have label with certified U-factor, certified Solar Heat Gain Coefficient (SHGC), and infiltration certification. 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. § 150(9).* Vapor barriers mandatory in Climate Zones 14 and 16 only. § 150(f): Special infiltration barrier installed to comply with § 151 meets Commission quality standards. § f 50(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs. I. Masonry and factory -built fireplaces have: a. Closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilot lights allowed. JU l >< CERTIFICATE OF COMPLIANCE: RESIDENTIAL (Page 3 of 3) CF-IR %L Project Title Z Date COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title 24, Parts I and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate Of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features/Remarks section. The undersigned recognize that compliance using duct sealing and TXVs requires installer testing and certification and field verification by an approved HERS rater. Designer or Owner (per Business and Professions Code) Documentation Author Name: b /�s Z ltiirV4fsa 0 Name: C '� ` ALA �. A Title/Firm: 0 ----- Title/Firtn: Address: i0 _• C3 W Address: ',� b w C Au t _.._` A_ r .sue' A illy .4. C767 Telephone: 7/ C"} "7 L�� Telephone: (p Lic. #: \ (signature) /2 (date) (si ture) (date) Enforcement Agency Name: Title: Space Conditioning, Water Heating and Plumbing System Measures: Agency: § 110-§ 1 I3: HVAC equipment, water heaters, showerheads and faucets certified by the Commission, y/ I5O h g Telephone: § N: Heating and/or cooling leads calculated in accordance with ASHRAE, SMACNA or ACCA. § 1500): Setback thermostat on all applicable heating and/or cooling systems. § 150(j): Pipe and tank insulation (signature /stamp) I . Storage gas water heaters rated with an Energy Factor less than 0.58 must be externally wrapped with insulation having an installed thermal resistance ofR-12 or greater. 2. First 5 feet of pipes Closest to water heater tank, non -recirculating systems, insulated (R-4 or greater) 3. Back-up tanks for solar system, unfired storage tanks, or other indirect hot water tanks have R-12 external insulation or R-16 combined intemal/external insulation. 4. All buried -or p exposed _ i _ ....-....... _ P in P g in rectrCulafing secnons of not water sys#erns:..... 5. Cooling system piping below 55° F insulated. 6. Piping insulated between heating source and indirect hot water tank. Compliance Forms August 2001 A-5 (date) CERTIFICATE OF COMPLIANCE: RESIDENTIAL (Page I of 3) CF-IR Project 11tle _ Date ' 4 CICi iA.311J tz Project Address 71y f � 2 Building Pemiit if Documentation Author t Telephone ( Plan Check % Date Compliance Method (Package or Computer) Field Check r Date P ) Climate Zone GENERAL INFORMATION Total Conditioned Floor Area .3ft2 Average Ceiling Height: ft Conditioned Slab Floor Area ft2 Building Type: Single Family "Addition (check one or more) Multi -Family Existing -Plus -Addition Front Orientation: North / South Oin West / All Orientations Number of Stories (input front oriedegrees from True North and circle one) Number of Dwelling Units: Floor Construction Type: Slab/Raised Floor (circle one or both) RADIANT BARRIER (required in climate zones 2= 4 8 I5) Required for this submittal!� yes no BUILDING ENVELOPE INSULATION Component Frame Type Cavity Sheathing Total R- Assembly Location/Comments Type wd = wood Insulation Insulation Valuer U-Factor' (attic, garage; typical, etc.) stl = steel R-Value R-Value Wall *40 1;:7 % -3 Wall , Roof r Roof W, Floor .Floor Slab Edge ' For prescriptive compliance Total R Value and As insulation requirements for the Prescriptive Package FENESTRATION Fenestration Orion_ Area #/T e/Pos. tation { Front Front Left •� Left R W A1,1. l_%J 4, L, t__ A 71A IL okVA�r Shading Devices Fenestration Fenestration Exterior Overhangs/ U-Factor SHGC Shadin Att. Fins I:!►.��_ ear 3 - - - 1%y --- V'• Rear-. _...:. . RI ht r_- e, to C S d 7S lance Forms August 200-1 A..4 Compliance Farms August 2001 A-2 MANDATORY MEASURES CHECKLIST: RESIDENTIAL (Page 2 of 2) MF-IR Note: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. CERTIFICATE OF COMPLIANCE.- RESIDENTIAL (Page 2 of 3) CF-1R Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be cop5j4ered by all parties as TDate minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents Project itle or on this checklist only. HVAC SYSTEMS Instructions: Check or initial applicable, boxes when completed or enter N/A if not applicable'. Nate: Input hydronic or combined hydronic data under Water Heating Systems, except Design Heating Load. Distribution Heating Equipment Minimum Type and Duct or Heat Pump DESCRIPTION DESIGNER ENFORCEMENT Type (furnace, heat Efficiency Location Piping Thermostat Configuration Pump, etc.) g {AFUE or HSPF} (ducts, attic, etc.) R-Value T e (s lit or aCkatre} Space Conditioning, Water Heating and Plumbing System Measures: (continued) h * §Iso(m): Ducts and Fans Coaling Equipment Minimum Duct Heat Pump S. All ducts and plenums installed, sealed and insulated to meet the requirement of the 1998 CMC Sections 601, Type (air conditioner, Efficiency Location Duct 603, 604, and Standard 6-3; ducts insulated to a minimum installed Ievel ofR 4 2 or enclosed entirely in Thermostat Configuration heat SEER) R-Value Type (split or package) conditioned space. Openings shall be sealed with mastic, tape, aerosol sealant or other duct Closure system um ,eve . cooling) that meets the applicable requirements of UL i 82, UL 1$ IA or UL 181 B. If mastic or tape is used to seal f' {attic, etc.} openings greater than 1 /4 inch, the combination of mastic and either mesh or tape shall be used. Building cavities shall not be used for conveying conditioned air. Joints and seams of duct systems and their components shall not be sealed with cloth back rubber adhesive duct tapes unless such tape is used in combination with mastic and drawbands. 2. Building cavities, support platforms for air handlers, and plenums defined or constructed with materials SEALED DUCTS and TXVs (or Alternative Measures) other than sealed sheet metal, duct board or flexible duct shall not be used for conveying conditioned Sealed Ducts (aft climate zones) air. Building cavities and support platforms may contain ducts. Ducts installed in cavities and support El piatfarnts-shall arorbe compressed to Cause-reciuctiens in-the.cross:sCCfionat.area of the ducts. (Installer testing and certification and HERS rater field verification required) 3. Joints and seams of duct systems and their components shall not be sealed with cloth back rubber adhesive duct tapes unless such tape is used in combination with mastic and drawbands. { I_I TXVs,-readijy'aOoeSSItSIe {climate zones 2 aniT 8=IS only} 4. Exhaust fan systems have back draft or automatic dampers. tdJ (Installer testing and certification and HERS Rater or field verification required) 5. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. ❑ Refrigerant Charge/Air Flow (climate zones 2 and 8-15 only) 6. Protection of Insulation. Insulation shall be protected from damage, including that due to sunlight, (Installer testing and certification and HERS Rater or field verification required) moisture, equipment maintenance, and wind but not limited to the following: Insulation exposed to weather shall be suitable for outdoor service e.g., protected by aluminum, sheet metal, painted canvas, 1. or plastic cover. Cellular foam insulation shall be protected as above or painted with a coating that is �� water, retardant and Provides shieldingfrom solar radiation that can cause degradation of the material § I14: Pool and Spa Heating Systems and Equipment. I. System is certified with 78% thermal efficiency, on -off switch, weatherproof operating instructions, no Alternative to Sealed Ducts and TXVs (see Package C or D Alternative Package Features for Project Climate Zone) electric resistance heating and no pilot light, 2. System is installed with: Climate Zone Window SHGC Window U-Factor SEER Heating a. At least 36" of pipe between filter and heater for future solar heating. / C) t' f ,9 b b. Cover for outdoor pools or outdoor spas. .. ._ __ ....__ ... _ _..... a,., ._. 3. Pool system has directional .inlets and a circulation pump time switch. § 115: Gas fired central furnaces, pool heaters, spa heaters or household cooking appliances have no �'^ % � 'k WATER HEATING SYSTEMS continuous) bu flat li ht. (Exception: Non -electrical cookie appliances with pilot < 150 Btu/hr 1 Energy' External Rated' Tank Factor or Tank § 118 (f): Cool Roof material meet specified criteria Water Heater Distribution Number Input (kw Capacity Recovery Standby' In Type P ty ry y Insulation T e in S stem or Btu/hr allow) Efficient Loss %o R-Value Lighting Measures: - § 150(k)l.:.Luminaires for general lighting in kitchens shall have lamps with an efficacy of 40 lumens/watt or 'bl far :Decal lighting g lighting f 1. For small gas storage water heaters (rated inputs of less than or equal to 75,000 Btutlir}, electric resistance, and heat purti}i water heaters, list Energy g ghl pa el kitchens. This general Ii htin shall be Controlled by a switch on a readily (� i Factor. For large gas storage water heaters (rated input of ater than ?5 000 Btu/hr accessible lie' tin Control anal at an entrance to the kitchen• gre ), list Rated Input, Recovery Efficiency and Standby Loss. §ISO(k)2.: Rooms with a shower or bathtub must have either at )Cast one luminaire with lamps with an _ For instantaneous gas water heaters, list rated input and recovery efficiencies, efficacy of 40 lumens/watt or greater switched at the entrance to the room or one of the alternatives to this SPECIAL FEAT' requirement allowed in § 150(k)2.; and incandescent recessed ceiling fixtures are IC (insulation cover) _FEATURE (add extra sheets If necessary), Package C and D: TXVs, Sealed Ducts, Radiant approved. Barriers (see installation requirements for radiant barriers in Section 8.I3 of the 2001 Residential Manual). Package C: thermal mass (thermal mass type, covering, thickness, and description). Gompiiance Forms August 2001 A-,0 Compliance Forms August 2001 A-3 DRAWN CHECKED DATE SCALE JOB NO. SHEET OF SHEETS t 0