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Home My WebLink About10139266.pdf115 Cp :vKrI- 1. - - - - - - - - - - 7 7 Fn 7 ZA A 1� -"I ol or y 14N 0 TMIP0 IMTH T' 31' TY I- 3 AIIIL Aul PSI." C-1 INS �--f 1891 Vic - IL Imp zz: Q Mae, I SIT TYI �,CTL A LANN 1- tot T) KFE ANSFE., j PLANNIN CONM% CONTA SUBJEC' 4w All REVISIONS I BY GM 4" 11,, C-1 # va 416 A, v� _ ter � �-��z,i ►��.� - ��.��E��rt" �S4 �IG�..�.y X OF BALL '711 VALL. FENCE OR SLOG. 'IN15H GRAPE FOP. -UP HEAD 5CHEPULE bO NIPPLE PVC 5CHEOULE 40 5T.ELL PVC LATERAL PIPE MARLEX 5T. ELL ------- PVC TEE TA1 --------- -- TOP OF BALL 1" A13OVE FIN15H GRADE ROOT BALL 13ACKFILL (PER 5PEC5.) —PLANT TA135 (NO./TYPE PER 5PEC.) "`COMPACTED 5ACKFILL (WATERED IN) �* t>k��16tk Tf 4 r's kr1,b T6 -Trz, !M* \(i wK L- 14 "GRO-STRAIGHT"' TREE TIE (4) NAILED TO STAKE (2) P.T. LODGEPOLE 5TAKE5 ZVIA. X 10' LONG 4e' PER,F. PVC DREATHER TU13E W1 4�' PVC GRATE (12" FROM TRUNK) 2 PER TREE 4 PER 36" L30X DA51N (REMOVE 0 FIN15H GRADING} FIN15H GRADE Cq awe ROOT BALL ACKFILL (70% ON 51TE50IL/30% N95 C, ) X PLANT TA[35 (NO.MPE PER 5PEC5.) COMPACTED bACKFILL ROOT BALL r EQUA ALL GROUND COVER TO BE PLANTED AT EQUAL TRIANGULAR 5PACING PEP, ON CENTER 5PACING LIM m- Date Scale Drawn Job Shoot e Of Shoots 0 SHEAR WALL SCHEDULE (1997 UBC) TOP SILL CONNECTION ANCHOMGE SYM SHEAR WALL SHEATING 2 CONCRETE & WOOD SIMPSON (97 UBC) MASONRY . A35 180 STUCCO OVER PAPER -BAKED LATH 11111 GA STABLES 0 6" O.C. TOP BOTTOM DIA. A.B� a 72" O.C. 16d 0 6" O.C. 16l, O.C. E.N. & F.N (PER SECT. 2513) 260 �-D C-C PLYW'D 8LK0. �; B'd 1 6" O.C. E.N. & 12" O.C. F.N. W, DIA. A.B. 0 48" O.C. 16d 0 5" O.C. 16" O.C. 11 340 C-De C-C !�.YWD BLKD. ZP*110d 6" 0 C. E.N. & 12 O.C. F.N. 8� 01A. &0 32" O.C. 16d 0 3" O.C. 12" O.C. 490 C-0, C-C O.C. BLKIA. ly,81d 0 3" O.C. EX & 12" O.C.OF X A.B. a 24" O.C. SA6" LAG Q 8" O,C. all O.C. 550 S1STR IPLY'D BLKO. IW/) 8 Wd 0 3" O.C. E.N. & 12" D.C. IF X %*IDIA A.B. a 161, O.C. SX6- LAG a 6 O.C. 81, O.C. 665 1 STRIPLYW'D BLKD. Ztpll3O.C. E.N. & 12" O.C. F.N. WVA A.B. a 16,, O.C. S% LAG v 51, O.C. 8** O.C. 870 ' STR I PLYW'D BLKD Zu'lOd 0 2" O.C. E.N. & i2" D.C. F.N. DIA && 0 8 O.C. LAG 0 4" O.C. 6" O.C. NOTES: A. ALL EXTERIOR WALL TO BE SECURED WITH %" DIA X 12" A,B.3S 0 72" O.C. WITH 7" MIN. EMBEDMENT, UNLESS OTHERWISE NOTED, AND WITH MINIMUM 2" X 2" X 3/jr," THICK PLATE WASHER UNDER NUT 0 EACH BOLT. B. ALL INTERIOR WALLS WITH SHOT PINS. RANSET u3348, OR EQUIVALENT. AT 36" O.C. 0 BEARING WALLS AND 48" O.C. 0 NON -BEARING WALLS, UNLESS OTHERWISE NOTED. C. CODE MINIMUM (2) ANCHOR BOLTS PER PANEL. D. CODE MINIMUM 16d SOLE PLATE NAILS @ 16"'O.C. TYPICAL AT ALL SECOND FLOOR WALLS (U. O. N.). E. WHERE DOUBLE 2x SOLE PLATES ARE USED, PROVIDE PROGRESSIVE NAILING. F. ALL NAILS ARE COMMON NAILS. G. TABLE FOR USE WITH STUDS 0 16" O.C. MAXIMUM. H. ALL LAG BOLTS (LB) TO BE 8" LONG INSTALLED WITH PILOT HOLE AND WRENCH. J. %" DIA A. B. MAY BE REPLACED BY %" DIA THREADED RODS W/ 5--Y4" EMBED. WITH CIA -GEL 7000 EPDXY SYSTEM I. C. B. O. ER. 4846. (OR EQUIVALENT), AT THE SAME SPACING. K. FRAMING MEMBERS OR BLOCKING SHALL BE PROVIDED AT ALL EDGES OF ALL PLYWOOD SHEETS IN SHEAR WALL.. L. ALL PLYWOOD PANELS SHALL BE MANUFACTURED USING EXTERIOR GLUE. FOOT NOTES: 1. USE 3x STUDS, AND 3x BOTTOM PLATE WITk STAGGERED NAILING WHERE THE ALLOWABLE SHEAR VALUE EXCEEDS 350 PLF. Ot. WHERE SHEAR MATERIAL IS INSTALLED ON BOTH SIDES, THE SPACING FOR THE ABOVE TOP ANCHORAGE AND SILL CONNECTION SHALL BE HALF SHOWN. UNLESS OTHERWISE NOTED ON PLANS. -------- ----- ---- - - - - u QAF-A t LEGEND I Zl 1,61 6 8, I-Al"i �w�rl�� CALIFORNIA FRAMING x F-T 'SOFFIT FRAMING SHELF HUI AN L--/--% FRAMING NOTES 1. ROOF SHEATING,• 1/2" CDX PLYWOOD (32/16) OR Y16" OSB, UNBLOCKED DIAPHRAGM. W/ NAILING: 10d @ 6" O.C. SUPPORTED ENDS & BOUNDARY 10d 0 12" 0 ' C. FIELD. USE (8) 16d 0 TOP PLT. CHORD SPLICE W/ ST6224 (USE IX6 SOLID SHEATING .OR A-C GRADE PLYWOOD AT. EAVES & OVERHANG) 2. PROVIDE 4X POST AT EACH END OF 4X10 OR LARGER MEMBERS, DOUBLE STUDS FOR 4X8 SINGLE STUD FOR 4X6 OR SMALLER MEMBERS 3. FOR TYP. STUD WALL FRAMING SEE 4. B.N. ALONG STUDS *av FLOOR SHEATING: Y4" T&G PLYD (40/20)- UNBLOCKED W/ EXT. GLUE AND NAILING: 10d @ 6" SUPPORTED ENDS & BOUNDARY, 10d @ 10" FIELD. USE (8) 16d a TOP PLT. CHORD SPLICE W/ ST6224 6. PROVIDE MULTIPLE STUDS UNDER MULTIPLE JOISTS 7. PROVIDE FULL BEARING W/SOLID BLOCKING OR SHIMMING BELOW ALL POSTS AT FLOOR. Tt,14 y, 03 I' CONCRETE STEPS EA. WY. & 'SIMP CB I 18" SQ X12" DECF— e FOUNDATION NOTES 1. FLOOR SHEATING: PER FRAMING PLAN 2. LOCATION OF PLUMBING FIXTURE. 3. CONCRETE FOOTING. (12" W X 12" D W/ (2) *4 TOP & BOTTOM MIN. 4. 6" W CONC. CURB 5. JOINT 1" SAW -CUT 6. 18" X 24" CRAWL SPACE 7. 14"X 6" G.I SCREENED FOUNDATION VENT 8. CONCRETE LANDING. USE *30 FELT ON CONCRETE AGAINST ANY WOOD 9. 18"X 2441 G.I. SCREENDED FOUNDATION ACCESS 10. GIRDER POCKET OR MTL. HGR. GARAU"E lv___"_`kLAN 7 A, 32'-0" A 5'—oll 181-2's 40 6'-05/k" 5#-95/stat 6'- 3 -5/f t 9". mm irAmoolaWl m 11111111114011 1*10101 rtmT11111 1141 ANY ERRORS, OMISSION OR DISCREPANCIES OCCURRING .WITHIN THESE DOCUMENTS REQUIRE IMMEDIATE WRITTEN NOTIFICATION TO THE DESIGNER, OWNER OR CONTRACTOR. PROPER INSTRUCTION SHALL BE ISSUED PRIOR TO PROCEEDING WITH ANY SUCH WORK. REVISIONS Site: OWNER: 1/4#*'l#-Om# DRAWN: CHECKED: DATE: AL FEB-24-03 JOB NO: SHEET NUMBER: .ddwftm� .ws 'i 12i1 SECTION Q/ z,-,F-* "M C-Z- G N7, 1 PLYWOOD SHEATING PER PLAN 2 2X RAFTERS PER PLAN 3 2 X6 RIDGE BOARD 4 2X4 BRACES AT 45 DEG. 0 48" O.C. 5 2X8 CONT PURLIN 6 2X CEILING JST. PER PLAN W/ R-30 INS. 7 2X STUDS 0 16" O.C.PER PLAN 8 FLOOR SHTG. PER PLAN 9 2X FLR JOIST PER PLAN 10 PTDF PLATE 11 DRYWALL INT. FIN. 12 j1011 EXT. FINISH MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 1 MF-1R ------------------- ====== Project Title.. ....... 908 STAFFORD Date..02/24/03 22:29:24 Project Address........ 908 E. STAFFORD *******--------------------- SANTA ANA, CA Documentation Author... AL MACIEL ******* Building` Pe`rmi3` Bird Desiggns One Columbia, Suite 2020 PI`an` Cbe`cTc` 1` Dade Aliso VIVO CA 92656 949-362-9705 `$ace Climate Zone........... 08--------------------- Compliance Method...... MIC__RO_PA_S6_v_6.01__fo_r_2001 Sta__nd_a_r_ds_by_Ene_r_com_p_,_Inc. _=-===MICROPAS6 v6.01 File-908STAFF Wth-CTZ08S92- Proc-lram-FORM MF-1R-------- _ User#-MP2176 User -Bird Designs Run-STAFF _______________._________________________________________________-____ 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 su erseded 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 considered by all parties as minimum component performance specifications for the mandator measures whether they are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES --------------------------140 Design- Enforce- *150(aj: Minimum R s ment ceiling insulation. ____� g 150(b)% �0, : Loose fillinsulation manufacturer's labeled R-Value. _ ___ *150(c : Minimum R-13 wall insulation in wood framed walls or equivalent U-factoIsn metal frame walls (does not apply to exterior mass w). *150(d Minimum R-�,ised floor insulation in framed floors. ----- ----- 150(1): Slab edgge insulation - water absorption rate no greater than 0.3%, wafer vapor transmission rate no greater than 2.0 pperm/inch. 118: Insulation specified or installed meets insulation quality standards. Indicate type and form. 116-17: Fenestration Products, Exterior Doors and Infiltration/ ` Exfiltration Controls 1. Doors and windows between conditioned and unconditioned 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. -�tq 3. Exterior doors and windows weatherstripped; all joints _ and penetrations caulked and sealed. 150(g : Vapor barriers mandatory in Climate Zones 14 and 16 "- ISO(f): Sp1aecial infiltration barrier installed to comply with " "` `"`_ Sec. 151 meets Commission quality standards. 150(e): Installation of Fireplaces, Decorative Gas Appliances ""-` " """ and Gas Logs 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door 4 MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 2 MF-1R ------------------------------------------------------------------------------- Project Title .........._908_STAFFORD _______ __Da_te..02/24/03 22:29:24 ==MICROPAS6-v6.01-TFtle-908STAFF-_Wth-CTZ08S92 Program-FORM^MF-1R== ' User#-MP2176 User -Bird Designs Run -STAFF ------------------------------------------------------------------------------- b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. _____ ____- SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES -------------------------------------------------------------- Desi n- Enforce- er men 110-113: HVAC equipment, water heaters, showerheads and faucets certified by the Commission. _ _ 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACCA. 150(i}: Setback thermostat on all applicable heating and/or ----- _____ cooling systems. ----- _____ 150(j): Pipe and Tank insulation 1. Storage gas water heaters rated with an Ener yy Factor less than 0.58 must be externally wrapped with insulation having an installed thermal resistance of R-12 or greater. 2. First 5 feet of pipes closest to water heater tank, non - recirculating systems, insulated (R-4 or gtreater). 3. Back-up tanks for solar system, unfired s orage tanks, or other indirect hot water tanks have R-12 external insulation or R-16 combined internal/external insulation. 4. All buried or exposed piping insulated in recirculating sections of hot water system. 5. Cooling.system piping below 55 degrees insulated. 6. Piping insulated between heating source and indirect hot water tank. * 150 (m) • Ducts and Fans 1. All ducts and plenums installed sealed and in- sulated to meet the requirements of the 1998 CMC sectons 603K 60r3, and 604, and standard 6-3; ducts insulated to a minimum installed level of R-4.2 or enclosed entirely in conditioned space. Openings shall be sealed with mastic, to e, aerosol sealant, or other duct -closure syystem that meets the applicable requirements of UL181, UL181A, or UL181B. If mastic or tape is used to seal 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 addhesive duct tapes unless such tape is used in combination with mastic and drawbands. 2. Exhaust fan s stems have backdraft or automatic dampers. 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. 114: Pool and Spa Heating S stems and Equipment 1. System is certified wNh 78% thermal efficiency, on -off switch, weatherproof operating instructions, no electric 0 MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 3 MF-1R Project_ Title.......... 908 STAFFORD_ _ _ Dat_e..02/24/03_22_:29:24 - MICROPAS6-v6.01 File-908STAFF--Wth-CTZ08S92 Program -FORM MF-1R- User#-MP2176 User -Bird Designs Run -STAFF -- -� resistance heating and no pilot light. 2. System is installed with: a. At least 36 inches of pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spas. 3. Pool system has directional inlets and a circulation mp time switch. ----- ----- 115: as -fired central furnaces pool heaters, spa heaters or household cooking appliances have no continuously burning pilot light (Exception: Non -electrical cooking appliances with pilot < 150 Btu/hr) . _____ ----- LIGHTING MEASURES ----------------- Design- Enforce- er meat 150(k)l: Luminaires for general 1iq Ming in kitchens shall have lamps with an efficac of 40 lumens/watt or greater for eneral lighting in ki chens. This general lighting shall be controlled by a switch on a readily accessible lighting control panel at an entrance to the kitchen. 150(k)2: Rooms with a shower or bathtub must have either at least one luminaire with lamps with an efficacy of 40 lumens/watt or reater switched at the entrance to the room or one of She alternatives to this requirement allowed in Sec. 150(k)2.; and recessed ceiling fixtures are IC (insulation cover) approved. --W-IL A-�, �, .......... TORT L" 9'3..11-RA..,.-MAII Wf.- crM=n111 c CONNECTION NAILING~ I . Joist to sill or girder, toenail 3 8d 2. Bridging to joist, toenail each end 2-8d 3. 1" x 6" (25 mm x 152 mm) subfloor or less to each joist, face nail 2-8d 4. Wider than I" x 6" (25 mm x 152 mm) subfloor to each joist, face nail 3-8d 5. 2" (51 mm) subfloor to joist or girder, blind and face nail 2-16d 6. Sole plate to joist or blocking, typical face nail Sole plate to joist or blocking, at braced wall 16d at 16" (406 mm) o.c. panels 3-16d per 16" (406 mm) 7. Top plate to stud, end nail 2-16d 8. Stud to sole plate 4-8d, toenail or 2-16d, end nail 9. Double studs, face nail 16d at 24" (6 10 mm) o.c. 10. Doubled top plates, typical face nail Double top plates, lap splice 16d at 16" (406 mm) o.c. 8-16d 11. Blocking between joists or rafters to top plate, toenail 3-8d 12. Rim joist to top plate, toenail 8d at 6" (I52 mm) O.C. 13. Top plates, laps and intersections, face nail 2_16d 14. Continuous header, two pieces 16d at 16" (406 mm) o.c. along each edge 15. Ceiling joists to plate, toenail 3-8d 16. Continuous header to stud, toenail 4-8d 17. Ceiling joists, laps over partitions, face nail 3-16d 18. Ceiling joists to parallel rafters, face nail 3-16d 19. Rafter to plate, toenail 3-8d 20. 1" (25 mm) brace to each stud and plate, face nail 2-8d 21. I" x 8" (25 mm x 203 mm) sheathing or less to each bearing, face nail 2-8d 22. Wider than 1" x 8" (25 mm x 203 mm) sheathing to each bearing, face nail 3-8d 23. Built-up corner studs 16d at 24" (610 mm) o.c. 24. Built-up girder and beams 20d at 32" (813 mm) o.c. at top and bottom and staggered 2-20d at ends and at each splice 25. 2" (51 nun) planks 2-16d at each bearing 26. Wood structural panels and partieleboard:2 Subfloor and wall sheathing (to framing): 1/2' (12.7 mm) and less 6d 3 19/32"-3/4" (15 mm-19 mm) 7/8"-1" (22 mm-25 m) 8d4 d5 or 6 11/8"-11/4" (29 mm-32 mm) d3 IOd4 or 8d5 Combination subfloor-underlayment (to framing): 3/4" (19 mm) and less 6d5 7/8"-1" (22 mm-25 nnn) 11/8"-11/4" (29 mm 32 mm) $d5 lOd4 or 8d5 27. Panel siding (to framing)2: 1/2" (12.7 mm) or less 6d6 5/8" (16 mm) 8d6 28. Fiberboard sheathing:' 1/2" (12.7 mm) No. 1I ga.8 6d4 2s/32" (20 mm) No. 16 ga.9No. 11 ga.8 , 8d4 29. Interior paneling No. 16 ga.9 1/4" (6.4 mm) 3/g" (9.5 mm) 4d10 - _ 6d11 CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF-1R _____ ____-_ -- Project Title.. ......._908-STAFFORD� _ --- - Date..02/24/03 22:29:24 Project Address..... ... 908 E. STAFFORD ******* _____________________ SANTA ANA, CA *v6.01* _ ,�______�- Documentation Author... AL MACIEL ******* Building Permit--4 Bird Designs One Columbia, Suite 2020 Plan- .' eck 7-Dace Aliso Vie110 CA 92656 949-362-9"10� k'1e1a CFiecY/- aT-e Climate Zone........... 08 --------------------- Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. ________________________ _ __________________ MICROPAS6 v6.01 File-908STAFF Wth-CTZ08S92 Program -FORM CF-1R �- User#-MP2176 User -Bird Designs Run -STAFF ____________________________________________________________._..._____________-_-- GENERALINFORMATION r Conditioned Floor Area..... 1312 sf Building Type .............. Single Family Detached Construction Type .. .... New Building Front -Orientation. Front Facing 0 deg (N) Number of Dwelling Units... 1 Number of Stories.. ... 1 Floor Construction Type.... Raised Floor Glazing Percentagge......... 13.3 % of floor area Average Glazing U-factor... 0.41 Btu/hr-sf-F Average Glazing SHGC....... 0.38 Average Ceiling Height..... 8 ft BUILDING SHELL INSULATION _ _ Component Frame CavitySheathing Total Assembly Type Type R-value R-value R-value U-factor Location/Comments __ _ ___.._------------ ----------------------- Wall WoodR^13R_0R- RoofRadiant Wood R-11 R-19 R-30 0.031 Attic FloorExt Wood R-19 R-0 R-19 0.048 Subfloor Door None R-0 R-0 R-0 0.330 FENESTRATION -_-______--- Over - Area U- Interior Exterior hang/ Orientation (sf) Factor SHGC Shading Shading Fins Window___ Front- N _ _16.0 _0.400 _0.350 Standard____ Standard _Yes Window Front N 20.0 0.400 0.350 Standard Standard Yes Window Left E 12.5 0.400 0.350 Standard Standard Yes Window Left E 12.5 0.400 0.350 Standard Standard Yes Window Left E 12.5 0.400 0.350 Standard Standard Yes Window Left IE 12.5 0.400 0.350 Standard Standard Yes Window Left E 12.0 0.400 0.350 Standard Standard Yes Door Left E 17.7 0.500 0.650 Standard Standard Yes Window Left E 6.0 0.400 0.350 Standard Standard Yes Window Back S 12.5 0.400 0.350 Standard Standard Yes CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF-1R Project Title.......... 908 STAFFORD Date..02/24/03 22:29:24 -----_________________________________________________________________ MICROPAS6 v6.01 File-908STAFF Wth-CTZOSS92 Program -FORM CF-1R User#-MP2176 User -Bird Designs Run -STAFF ------------------------------------------------------------------------------- FENESTRATION ------------ Over- Area U_ Interior Exterior hang/ orientation (sf) Factor SHGC Shading Shading Fins Window Back S 12.5 0.400 0.350 Standard Standard Yes Window Right W 6.0 0.400 0.350 Standard Standard Yes Window Right W 16.0 0.400 0.350 Standard Standard Yes Window Right W 6.0 0.400 0.350 Standard Standard Yes HVAC SYSTEMS - Refrigerant Tested ACCA Equipment Minimum Charge and Duct Duct Duct Manual Thermostat Type -- Efficiency Efficiency Airflow Location R-value Leakage D Type __________________ ____ __ _______ ______ Furnace_ 0.780 AFUE_ n/a Attic R-4 2 No No Setback ACSplit 10.00 SEER No Attic R-4.2 No No Setback WATER HEATING SYSTEMS .. _____ __________Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R-value ^� Storage Gas Standard1_---0.58__ _ 50 R- n/a SPECIAL FEATURESANDMODELINGASSUMPTIONS _- -N *** Items in this section should be documented on the plans, *** *** installed to manufacturer and CEC specifications, and *** *** verified during plan check and field inspection. *** This building incorporates a Radiant Barrier. The radiant barrier must have an emissivity less than or equal to 0.05, must be installed to cover the roof trusses rafters, able end walls and other vertical attic surfaces, and must meet attic ventilation criteria. REMARKS ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- _-____.______________________________________________________________________ CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 _ CF-1R Project MTitle..........-908�STAFFORD Date..02/24/03 22:29:24 _---==MICROPAS6 v6.01--File-908STAFF Wth-CTZ08S92- Program -FORM CF-1R U ser#-MP2176 User -Bird Designs Run -STAFF COMPLIANCE STATEMENT _ _ _ This certificate of complianceliststhebuilding features and performance specifications needed to comply with Title-24, Parts 1 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 Modeling Assumptions section. DESIGNER or OWNER DOCUMENTATION AUTHOR Name.... IGNACIO G. OCHOA Name.... AL MACIEL Company. OCHOA ESIGNS Company. Bird Designs Address. 769 EBEC DR Address. One Columbia, Suite 2020 4E�RCEMENT N BEACH,CA Aliso Vie o CA 92656 Phone.1 0643 Phone... 949-3 2-Mob LicensSignedSigned..AGENCY Name... ame.. C�(ic.. 1�Q�✓� """ Title Agency".. v------- Phone . �?= _ Signed.. �..;'4._ ................. _...... ommon or box nails may be used except where otherwise stated. Nails spaced at 6 inches (152 nun) on center at edges, 12 inches (305 mm) at intermediate supports except 6 inches (152 mm) at all supports where spans are 48 inches (1219 mm) or more. For nailing of wood structural panel and particleboard diaphragms and shear walls, refer to Sections 2315.3.3 and 2315.4. Nails for wall sheathing may be common, box or casing. 3Comman or deformed shank. 4Common. 5Deformed shank. 6Corrosion-resistant siding or casing nails conforming to the requirements of Section 2304.3. 7Fasteners spaced 3 inches (76 mm) on center at exterior edges and 6 inches (152 mm) on. center at intermediate supports. Corrosion -resistant roofing nails with 7/16-inch-diameter (1I mm) head and 11/2-inch (38 mm) length for 1/2-inch (12.7 mm) sheathing and 13/4-inch (44 mm ) length for 25/32-inch (20 mm) sheathing�conforming to the requirements of Section 2304.3. 9Corrosion-resistant staples with nominal /16-inch (11 mm) crown and 11/8-inch (29 mm) length for 1/2-inch (12.7 mm) sheathing and 11/2-inch (38 mm) length for 25/32-inch (20 mm) sheathing conforming to the requirements of Section 2304.3. IOpanel supports at 16 inches. (406 mm) [20 inches (508 mm) if strength axis in the long direction of the panel, unless otherwise marked]. Casing or finish nails spaced 6 inches (152 mm) on panel edges, 12 inches (305 mm) at intermediate supports. 11Panel supports at 24 inches (610 mm). Casing or finish nails spaced 6 inches (152 mm) on panel edges, 12 inches (305 mm) at intermediate supports. 2-282 ANY ERRORS, OMISSION OR DISCREPANCIES OCCURRING WITHIN THESE DOCUMENTS REQUIRE IMMEDIATE WRITTEN NOTIFICATION TO THE DESIGNER, OWNER OR CONTRACTOR, PROPER INSTRUCTION SHALL BE ISSUED PRIOR TO PROCEEDING WITH ANY SUCH WORK. REVISIONS Site: OWNER: TITLE 24/ SECTION 114.._1._O.. DRAWN: rnrsr� AL CHECKED: - DATE: FEB-24-03 .lag NO: - SHEET NUMBER: 24 -TILE 6 om -A *�k 0IT, rj V Ac A � 1113 x1b 11) _010 y ro-1 W1 xe IIJ 40,4 Uy 1. Exterior swinging doors must be solid core, 1 3/4" thick or with panels 9/16" thick. (8-210,A) 2. Doors leading from a garage into a dwelling unit must be sold core, 1 3/8" thick. (8-210,B) 3. Specify that above doors be equipped with deadbolt locks approved by the Police Department (8-2 10,C) - specify make and model number. C2 4. Specify flush bolts with 5/8" imbedment into head and threshold on inactive leaves of exterior double doors. (8-210,E) 5. Glazing in exterior doors or within 40" of the latch must be tempered. or burglary resistant (8-210,F) 6. Hinges for outswinging doors must have non -removable pins. (8-210,G)' 7. Strikeplates must be 3 1/2" long, secured to the jamb with screws 2 1/2" in length. (8-210,H) 8. Front exterior doors to be equipped wit 1800 door viewers or clear vision panels. (8-210,1) 9. Each structure must have a street address or other identification which is visible from the street. Figures must be 4" minimum in height of a color contrasting to the background. (8-210,K1) 10. Provide an illuminated plot plan of the complex at each driveway entrance. (8-210,K2) 11. Specify light fixtures, at exterior doors, which provide one foot candle of light at ground level. (8-210,L) 12. Exterior walkways, passageways within multiple dwelling complexes must be provided with .25 foot y t) - Z�� candle of light. (8-210,M) 13. Parking lots and parking structures of multiple dwelling complexes must be provided with one foot candle of light. (8-210jN) 14. Required exterior light fixtures must be vandal resistant type. 15. Wooden garage doors must have panels 5/16" in thickness. (8-208,A1) 16. Garage doors more than 16 feet in width must have two locking points. (8-208,C) 17. Slide bolt assemblies must be attached to the door frame with non -removable bolts. (8-208,D) 18. The slide bolt must be 3/8" in diameter. (8-208,D) 19. Windows and sliding glass do9rs must comply with test standards of section 8-212. Specify make and model number. (8-209,A) 20. Louvered windows may not be used within 12' vertically or 6" horizontally from any walkable surface, 21. All ng glaz skylights shall be provided with rated burglary resistant i. (8'-210) C� glazing. HO 19:12/15!96 100 A. VERIFY LOCATION W/ INSPECTOR 100- A MAN 0101 . . . . . . . . . . . . . . . . ........... .......... ------ KITCHEN. �vxkyl SMALL APPLIANCE 20 AMP.REC. is SMALL APPLIANCE 20 AMP.REC. DEVICE 2 __AaP 0 R DEVICE LIVING/ PORCH 1&0 1 BATH- BED3 EXTERIOR 20 AM RE DEVICE HALLI ATTIC GAR-AGF,- EXT. DEVICE 20.7 AMP _REC DEVICE DEVICE 20 AMP.REC. ;1 _DF_VICE 20 AMP.REC. N 4 10 a "SOM 1. RANGE/ OVEN PER OWNER SPECS. PROVIDE FUEL GAS & 110V OUTLET W/ LIGHT, FAN & HOOD ABOVE VTOSA, PROVIDE 110 V OUTLET FOR HOOD. 2. 36" REFRIGERATOR SPACE , PROVIDE 110V OUTLET & -18" COLD WATER STUB OUT FOR ICE MAKER. 3. SINK W/ GARBAGE DISPOSAL PER OWNER SPECS. PROVIDE HALF HOT 110V OUTLET & SWITCH. 20 AMP. DEVICE REO'D 4. BUILT-IN UNDER COUNTER DISHWASHER W/ SURFACE MOUNTED AIR GAP 5. DRYER SPACE, PROVIDE FUEL GAS & 220V OUTLET. PER OWNER SPECS. PROVIDE 110V OUTLET. 6. WASHER SPACE, PROVIDE RECESSED WATER AND WASTE HOOK-UP AND 110V OUTLET. 9. FAU ON PLYWOOD PLATFORM 0 ATTIC . PROVIDE FUEL GAS AND 110V OUTLET, VENT THROUGH ROOF A MIN 5 FEET ABV. THE HIGHEST VENT COLLAR WHICH IT SERVES (PROVIDE LIGHT & SWITCH 0' AMC) FAU CAPACITY- 60 000 BTU 13. OUTLET FOR -OVERHEAD GARAGE DOOR OPENER. 19. ELECTRIC METER. VERIFY LOCATION. NOTES - GAS METER PLUMBING FACILITIES, INCLUDING LAUNDRY FACILITIES, SHALL BE PROVIDED.- IN ACCORDANCE - WITH THE CALIFORNIA PLUMBING CODE (CPC) SECTION 413.0 AND CPC TABLE 4-1 UNDERGROUND UTILITIES SHALL BE REQUIRED FOR THIS PROJECT. 1/2 HOT. 110V @_ -12" U,NO. 110V OUTLET 6F I GROUND FAULT INTERRUPTER 220V OUTLET SWITCH 3 WAY SWITCH CEILING LIGHT HANGING CEILING LIGHT WALL MOUNTED LIGHT MINIMUM AIR EXCHANGE FAN CHIMES � DOOR BELL PUSH BUTTON TELEPHONE JACK THERMOSTAT SMOKE DETECTORS CONNECT SMOKE DETECTOR TO BUILDING WIREING & & TV OUTLET BATTERY BACK-UP AND SHALL SOUND ALARM AUDIBLE FROM 1--n. PLUMB FOR ICE MAKER ALL SLEEPING AREAS FLUSH CL,r, JUNCTION BOX HOSSE 8188 LOG LIGHTER FUEL GAS RECESSED CAN LIGHT CEILING/FLOOR SUPPLY AIR DIFFUSER WALL SUPPLY AIR DIFFUSER RETURN AIR DIFFUSER FLUORESCENT LIGHT FL FLUORESCENT AS REO'D + SURFACE MOUNT CEILING FAN ANY ERRORS, OMISSION OR DISCREPANCIES OCCURRING WITHIN THESE DOCUMENTS REQUIRE IMMEDIATE WRITTEN NOTIFICATION TO THE •DESIGNER,,. OWNER OR CONTRACTOR. PROPER INSTRUCTION SHALL BE ISSUED PRIOR TO PROCEEDING WITH ANY SUCH WORK. REVISIONS Site: OWNER: AZ' C) "n rk7 -e DRAWN: CHECKED: DATE: AL FEB-24-03 JOB NO: SHEET NUMBER: Planning & Building Agency Building and Safety Division RESIDENTIAL WATER 20 Civic Center Plaza P.O. Box 1988 (M-19) HEATER INSTALLATION Santa Ana, CA 92702 (714) 647-6800 www.santa-ana.org D-1: 11-01.02 A. APPLICABLE BUILDING STANDARDS: , r4l? v MINIMUM FROM 1 1.2001 California Plumbing Code (CPC) COMBUSTIBLES 2.2001 California Energy Code (Title24, Part 6) 3.2001 California Building Code (CBC) 4. Santa Ana Municipal Code APPROVED 1M t BRACKET , UP WINDOW OR OTHER.OPENING INTO THE BLDG. BUILDING WALL U.L. LISTED VENT CAP MINIM MINIMUM 12* ABOVE ROOF STORM COLLAR THE PERMIT APPLICANT SHOULD CHECK WITH THE PLANNING DIVISION FOR SHED SHEET METAL FLASHING CONSTRUCTION MATERIAL REQUIREMENTS AND SUBMITA SITE PLAN SHOWING EXACT MINIMUMS-W I* MINIMUM CLEARANCE BETWEEN VENT IAND LOCATION OF THE SHED ON THE ANY COMBUSTIBLE MATERIAL PROPERTY.THE PLANNING DIVISION'S APPROVAL IS REQUIRED PRIOR TO THE ISSUANCE OF BUILDING AND PLUMBING PERMITS APPROVED FULL OPENING SHUT-OFF VALVE MINIMUM 3" DW U.L. LISTED S-VENT (DBL-WALL) COLD VENT CONNECTOR PIPE APPROVED INSIDE THE ENCLOSURE ONLY HOT UPPER COMBUSTION -AIR MIN. 50 SO. IN. if FLEXIBLE WATER CONNECTION UNIONS (TYP) 4k. AN APPROVED PRESSURE AND TEMPE- C RATURE RELIEF VALVE IS REQUIRED. TERMINATE THE DISCHARGE PIPE NO 9*+ MORE THAN 24* OR LESS THAN ir ABOVE THE GROUND. DO NOT REDUCE PIPE SIZE.. TPR DRAINLINE SHALL BE METAL FOR INTERIOR WATER HEATER INS- TALLATION (IN-HOUSE OR GARAGE) DRAINLINE SHALL EXTEND TO EXTERIOR If OF BUILDING. PROVIDE 114-PERFOOT If 'If FALL ON DRAW LINE WATER HEATER SHALL BE ANCHORED APPROVED STEEL OR STRAPPED TO RESIST HORIZONTAL STRAPS > EMREFNR DO TOEARTHQUAKE A.G.A. LISTED APPLIANCE VALVE WITH > MOTIONTILLUSTRATIONS ON PAGE 2. THE PERMIT APPLICANT 11 FLEX -CONNECTOR, MAX. LENGTH SHALL BE RESPONSIBLE FOR THE ACTUAL DESIGN OF EARTHQUAKE I !I ! 13/4* RESTRAINTS. _E GAS PIPING MAY REQUIRE A ION AIR TEST. CHECK WITH FIELD INSPECTOR GAS 3*0 ,— LOWER COMBUSTION -AIR MIN. 50 80. IN. 4r"+ LEVEL FLEXIBLE GAS CONNECTION CONCRETE SLAB 3" Page I of 2 'TANK HAS AN ISULATION LANKET, LEAVE I PLACE APPROVED STEEL STRAPS SNUGGLY WRAPPED AROUND TANK AND SNUG SPACER PROVIDED BETWEEN THE WATER HEATER AND WALL THIS SYSTEM MAY BE USED TO ANCHOR A HOT WATER HEATER THAT IS ADJACENT TO A WALL. TANK FEET NEED TO BE BOLTED TO THE FLOOR AND THE HEATER HOOKED UP WITH A FLEXIBLE GAS CONNECTION. 2X FRAMING MEMBER 2X4 ATTACHED WITH 16D NAILS 4X4 POST APPROVED STEEL . STRAPS ATTACHED WITH 16D NAILS TO 4X4 POST - STEEL ANGLE BRACKETS ALTERNATE METHOD OF BRACING FOR FREE STANDING WATER HEATER SNUG SPACER REQUIRED BETWEEN THE WATER HEATER AND THE WALL 2X4 STUD 1/4"X 4 1/4* LAG SCREW WITH WASHER (FOR CONCRETE WALLS, SUBSTITUTE 1/4* EXPANSION BOLTS FOR SCREWS) SECTION A 2X4 STUD 2X4 EXTRA SPACER OF WOOD NAILED TO 2X4 TO CREATE SNUG FIT BETWEEN TANK AND WALL ALTERNATE SECTION A -A Page 2 of 2 WIDTH BORED HOLES MAX 40X OF STUD WIDTH 0 BEARING WALLS, 607, MAX. 0 NON -BEARING WALLS. —NOTCHES- MAX.DEPTH 257 OF STUD WIDTH 0 BEARING WALLS, 407. MAX. 0 NON -BEARING WALLS. NOTCHING & BORING OF STUDS Ww 11 7AQ d 3 U, C;J 14 NOTCHING & BORING OF JOIST OR BEAM A �Aoa U UF ER GRO""UN", C-10 6-1-96 P APPLICABLE BUMDING STANDARD: 1995 California Electrical Code (CEC) 0 40 GROUND ELECTRODE SHALL BE TERMINATED IN A DRY LOCATION IF REBAR IS USED (Di*- 20 FT. OR MORE NOA (OR LARGE BARE 4D COPPER CONDUCTOR BELOW THTVAFIOR BARRIER APPROX. T ABOVE FOOTING BASE (CEC) 25" 1 C) EXTERIOR FOUNDATION 10 . (-) - 7. UFER GROUND 2" MIN. SLEEVES, HOLES. ETC. 2" MIN. GRADE SERVICE DISCONNECT IF NEUTRAL BUS IS INSULATED FROM THE ENCLOSURE INSTALL A BONDING JUMPER (CEC) 250-79) SEE CEC FOR TYPE AND SIZE OF MATERIAL AND PROTECTICN OF THE GROUNDING ELECTRIC CONDUCTOR (CEG 250-91 a FOR INSTALLATION CEC 250-b4 FOR SIZE) APPROVED SYSTEM GROUND CLAMPS SHALL M ACCESSIBLE (CEC 250-112) BOND TO Itff ERK>R METALLIC COLD WATER PIPING SYSTEM (CEC 250-80) GROUND ELECTRODE OP APPROX. 3" NOT: 20 FT OR MORE NOA REINFORCING STEEL OR 3/4"OR LARGER RIGID MIETALLIC CONDUIT fAAY BE USED IN LIEU OF COPPER CONDUCTOR, CITY OF SANTA ANA Il-A.NNING & BUILDINGs AGENCY 206 WEST FOURT17, 6TREFIT SjkNTA ANA CA V2702 (714) 847-5800 SEE SHEAR WALL SCHED. FOR SHEAR TRANSFER 0 SHEAR WALLS HT'G 0/ 2X ROOF RFT AN I ] OX6 STARTER BOARD AT EXPOSED EAVES) RFTR. TIE 4- 2 X—Obk I - 4 U.N.O. 5- 2X CEILING JST. PER PLAN it DBL TOP PLATE PER PLAN 7- 2X STUDS @ 16" O.C. OR WD. B,,. PER PLAN 8- SHEAR WALL PER PLAN WHERE OCCURS SHEAR TRANSFER AT EAVE 1 1811 MAX 3 SEE SHEAR WALL SCHED. FOR SHEAR TRANSFER 0 SHEAR WALLS SHEAR TRANSFER AT 0 GABLE END 4'-0" MIN. LAP (8) 165d 0 MIN. _&4 LAP TOP PLT. 16d 0 16" O.C. 0 STUD MAX 4X4 HDR. 1- ROOF SHT'G 0/ 2X ROOF RFTR. PER PLAN OX6 STARTER BOARD -SHIPLAP- AT EXPOSED EAVES) 2- 2X4 FLAT LOOKOUT 0 32" O.C. NOTCH INTO FIRST RAFTER 3- B.N. 4- (2)- 16d 0 EA. 2X4 5- A-35 0 2'-0" O.C. OR SEE SHEAR WALL SCHEDULE OR U.N.O. 6- 2X STUDS 0 16" O.C. 7- SHEAR WALL PER PLAN WHERE OCCURS (2) 16d / STUD MIN. PROVIDE 1X6 LET -IN BRAC'G (IF NO SHEAR WALLS OCCUR) 0 60') 16d @ 2 4 MAX.@ 450 MIN. W/ O.C.FACE (3) 8d EA. END & EA. NAIL (3) 16d E.N. STUD BRACE EA. TYP. CORNER 0 25'O.C. MAX. 2X TRIM'R & KING STUDS (2) 16d E.N. PROVIDE 2X FIRE @ JAMB oo TO 2X SILL 4Z BLOCK WHERE WALLS TYP. EXCEED 10'H. & AT ALL CL*G & SOFFIT LINES 2X STUDS a 16" O.C. 2X P T.D.F. SILL PLT. , (2) 10d T.N. 0 W/5/E DIA. ANCHOR BOLTS "EMBEDMENT PER EA. SIDE STUD TO PLT. --\, FOUNDATION PLAN. PROVIDE A. B. 0 6'-0" O.C. & 411 " IN. 12" MAX. FRM. SILL1ND U --------------------------------------- I SIMPSON' NO. I POST BOLT CONIC. BOLT I Le I HB SEI MIN. PST SIMP. I SSTB MqAXX- _ 0 LOXb HD2A (2) 5/8 5/8 12" 41/2r�/2.4X4 16 2775 HD5A (2) :y4 :Y4 16.. 51/4 3 4X4 20 4010 HDr6A (2) % % 24" 61/e 31/2 4X6 28 5510 HD8A (2) % 4" 6ye 3 2 4X6 28 7910 HD10A , (2) % % 2 4 " 61/8 31/2 4 X 6 28 9990 .3% ro" al 12" MIN k 1811SO. k FRAMING CONCRETE PIER r_.yw110EM&__A "-0 TOP PLATE SPLICE 1. CONC.FTG. PER PLAN 2. 04 BAR TOP & SOT MIN. SEE PLAN 32 OR 3X P.T.D.F. SILL PLATE PER PLAN C A.B. PER PLAN 4. *4 REBAR DOWELL AT 24" O.0 AT 2-POUR OPTION 5. LOCATION OF TOP REINF. AT 2-POUR OPTION 6. COLD JOINT AT 2-POUR OPTION 7. 2 OR 3X STUDS 0 16 O.C.PER PLAN 7. GARAGE SLAB CURB AT -GARAGE co SHEAR PANEL 3 PER PLAN 7"-*/ / / .1 1 / Z SSTB A ANCHOR L 5" L FRM CORNER & 1 -y4" FRM EDGE i 1- 2X STUD WALL PER PLAN 2- 2X4 PLT. 3- SHEAR WALL WHERE OCCURS 4- 2X BLK'G OR RIM JST. 5- -Y4" PLYW'D SHEAT'G PER PLAN 0/ 2X FLR.JST. PER PLAN W/ R-19 INS. ANY ERRORS, OMISSION OR DISCREPANCIES OCCURRING WITHIN THESE DOCUMENTS REQUIRE IMMEDIATE WRITTEN NOTIFICATION TO THE DESIGNER, OWNER OR CONTRACTOR. PROPER INSTRUCTION SHALL BE ISSUED PRIOR TO PROCEEDING WITH ANY SUCH WORK. ----- --- -- REVISIONS 6- MUDSCREED AT EXT. WALLS 12 7- A-35 0 16" O.C. < 8- 2X4 P.T. DY MUDSILL W/ A.B. PER PLAN W/ 2"X2" X 1/4" THK. PLATE WASHER 0 9- CONCRETE FTN'G PER PLAN 10- (2) 04 REBAR TOP & BOT. U. w < LL Z < 6 K OWNER: k, 04, C V V G STRUCTURAL DETAILS AS SHOWN DRAWN: AL CHECKED: DATE: FEB-24-03 JOB NO: NUMBER: S