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HomeMy WebLinkAbout10147460.pdfr b PL S, I (°3 'r+..a r..»..4r..«..........,.r�., Y', i{�. ' 3 dfi � 4 ^-, T �+ dd" it 1 N y t GENERAL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE 2001 C.B.C. PLUMBING AND MECHANICAL CODES, THE C.E.C. AND LOCAL ORDINANCES. 2. VERIFY ALL DIMENSIONS, DO NOT SCALE DRAWINGS. 3. IT SHALL BE THE RESPONSABILITY OF THE CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS ON THE SITE PRIOR TO COMMENCING WORK AND IS TO NOTIFY THE OWNER AT ONCE UPON DISCOVER OF ANY OMISSIONS OR CONFLICT IN THE DRAWINGS. 4, ALL NAILING TO COMPLY WITH TABLE 23-11-B-1 C.B.C. 5. THE MANUFACTURED WINDOWS SHALL HAVE A LABEL ATTACHED CERTIFIED BY THE NATIONAL FENESTRATION RATING COUNCIL (NFRG) AND SHOWING COMPLIANCE WITH THE ENERGY CALCULATIONS. 6. LIGHT AND VENTILATION PER C.B.G. SECTION 1202. MINIMUM OF 16 C.F.M. OF OUTSIDE AIR PER OCCUPANT IS REQUIRED FOR VENTI,LATON. PLUMBING NOTES 7. ALL PLUMBING WALLS TO BE 2" x 6" 8. DOUBLE WALLS USED AS PLUMBING WALLS ARE TO BE A MINIMUM OF 8" WIDE AND NO "FLAT" STUDS PERMITTED. STAGGERED STUDS ARE ACCEPTABLE. 9. SMOOTH, HARD, NON ABSORBENT SURFACE IS PROVIDED TO A HEIGHT OF 70" ABOVE THE DRAIN INLET OF THE SHOWER OR TUBISHOWER COMBINATION, MATERIALS SHALL BE OF A TYPE NOT ADVERSELY AFFECTED BY MOISTURE. 10. GLASS ENCLOSURE DOORS AND PANELS MUST BE LABELED CATEGORY 11, NET AREA OF SHOWER RECEPTOR SHALL BE NO LESS THAN 1024 SQ. IN. OF FLOOR AREA, AND ENCOMPASS 30" DIAMETER CIRCLE 11. ALL WATER CLOSETSMARE LOCATED IN A CLEAR SPACE NOT LESS THAN 30" WIDTH AND HAVE 24" MIN. CLEARANCE IN FRONT OF THE STOOL. 12. FOR EXHAUST VENTILATION AIR, PROVIDE MECHANICAL FAN 6 AIR CHANGES PER HOUR. 13. WATER HEATER TO BE BRACED TO RESIST SEISMIC FORCES, PROVIDE TWO STRAPS (ONE STRAP AT TOP 113 OF THE TANK AND ONE STRAP AT BOTTOM 113 OF THE TANK), 14. WATER CLOSETS SHALL BE AN ULTRA LOW FLUSH TYPE WITH 1.6 GALLONS , ,,r 16. MAXIMUM PER FLUSH. CONTROL VALVE FOR SHOWER OR .TUB -SHOWER SHALL BE OF THE PRESSURE BALANCE OR THERMOSTATIC MIXING VALVE TYPE. 16. PROVIDE DEVICES TO ABSORB HIGH PRESSURES RESULTING FROM THE " QUICK CLOSING OF THE QUICK -ACTING VALVES FROM THE WASHER AND DISHWASHER, ETC.. ELECTRIC NOTES 17. RECEPTACLE OUTLETS LOCATIONS WILL COMPLY WITH NEC Art 210-62 (a) t "20 AMP. CIRCUIT DEDICATED TO EACH BATHROOM" 18. ALL BEDROOM CIRCUITS REQUIRE ARC -FAULT PROTECTION. 19. GROUND -FAULT CIRCUIT INTERRUPTER (GFI) PROTECTION COMPLIES WITH NEC Ark. 210-8: "ALL 125 volt SINGLE PHASE, 15 AND 20 AMPERES RECEPTACLES INSTALLED IN BATHROOMS, GARAGES, BASEMENTS, .,r OUTDOORS, KITCHEN COUNTERS AND AT WET BAR SINKS. STRUCTURAL NOTES 20. THE CONTRACTOR SHALL PROVIDE ANY SHORING ANDIOR BRACING TO THE EXISTINGS WICH MAY BE REQUIRED DURING CONSTRUCTION. 21. PERMISSIBLE LE NOTCHING AND BORING OF JOISTS ARE TO BE SHOWN ON THE PLANS AND SHALL NOT EXCEED CBC SECTION 2320.8.3 ALLOWANCES. 22. NOTCHING OF EXTERIOR AND BEARINGINONBEARING WALLS SHALL NOT 4h EXCEED 26°/u ! 40% RESPECTIVELY. BORED HOLES IN BEARINGINONBEARING WALLS SHALL NOT EXCEED 40%/600/6 RESPECTIVELY. IN NO CASE SHALL THE EDGE OF THE BORED HOLE NEARER THAN 618" TO THE EDGE OF THE STUD (2320.11.9 AND 2320.11.10) 23. HEADER AND TRIMMER DETAILS FOR DOORS AND WINDOWS ARE TO BE SHOWN WITH THE FULL LENGTH TRIMMERS, SPECIFYING THE SIZE OF THE HEADER AND TRIMMER (2320.11.6) - * '00 24. USE SIMPSON ST 6224 TO TIE-IN TO EXISTING TOP PLATES, ANALYSIS AREA (E) S.F.R. 1,430 S.F. (E) 2 CAR GARAGE 504 S.F. (N) PROPOSED ROOM ADDITION 960 S.F. TOTAL LOT RATIO 2,894 S.F. LOT SIZE 7,880 S.F. % LOT COVERAGE 37% PLANNING DIVISION 3. NIS 7 p ' .. ir i . r r - x V REVISIONS 1 BY 1�-7heet Aft 1' .. 24 X 28 PRINTED ON NO.1000H Cf EARPRINTO W -FLOOR PLAN C= 1/ "= 11.099 A (J VE :1 F I M _ , 4'r �x ? r r REVISIONS BY xy� g Date . 4»y . Scale Drawn >b Jab Sheet am ldfflft� ®fAmZ 24. X 38 PRINTED ON Na. IODOM CLEARPRINT(D 211-011 1 91-n" A t-tv A" (E) 5040 AL SL FLujgmh'OKm"h PLAN SC_ Y4"- I V.V WALL LEGEND 2ZZ22ZZZZZZ7ZZ=�� ELECTRIC LEGEND (E) WALLS TO REMAIN (N) WALLS (E) WALLS TO REMOVE LIGHT -0 REESES LIGHT FLUOR LIGHT - ---------- __ -- OUTLET 110 VS G.F.1 P. OUTLET IIOVCFVWP INTERRUPTOR SMOKE DETECTOR rol FAN 6 AIR CHANGES PER HOUR a& 7EL -CT FLFJ1qG LUG ELF pstAM4,T'TWE° C_,,jA0V\1G MECH ,y)E EN7fl0t,i-' N j­rjfFIEUD YES YES No IV! ) ES NO 'F No E Y r A'111,1 f YEIIS fiv-NX IAL NO o 9Y0� (VO is Marco A. Ahumada 11111 Barclay Dr. Apt. I Phone 714 / 470-9162 Garden Grove, Ca 92841 1A w co N ■ Owner: Ceferino Sanchez Ph # 714 / 265 - 9726 Vescription of Jo,,T Relocate Existing Bathr,#11-m # 2 N=- m 3., 0- New Nm 00"" Ri H E L® E VW NJk% T 10 N SC= 1/4"= V-0" E I "�T, Q. � ----------------------- z� L—J co G� 00 T-o A 9,w r_-:t .. ... .. ... I �,t\l rq 4, IOU Pp AF-M %J Irv. EAST ELEVW AIF kT I SC® 1/4"- 1 -0" v EL M MUM WW16alT ELEUW AAMTION SC= 1/4"= V-0" , 71 Q, L, i 77-7 ATTIC VENT CALIC'S 960 S.F./150= 6.4 Sq. Ft. x144= 921.6 SQ. IN. REQUIRED I.- ATTIC VENT 14"x18"= 252 x4= 1008 SQ. IN. PROVIDED UNDER FLOOR VENT. CALCS, 960/150= 6.4 Sq. Ft REQUIRED I.- Foundation Ventilation = 15- 12" x 6" found vent provided 15 x 0.5 Sq. Ft. = 7.5 Sq. Ft. PROVIDED Data Scale IN Drawn Job ,-?heet of Amj 24)(38 PRINTSM M Mn Innnu m cAmn—,— T SHINGLE TO MATCH (E) S.F.R. 75 PROYECTBY co V- — — — — — — — — — — — — — — — — — -7 STUCCO TO MATCH (E) S.F.R. --- --- - --------- - - - - - - - - - - - - - --- - --- - - - - - - - --- - 91 NORTH ELEVATION sc-lle-v-w Is Marco A. Ahumada 11111 Barday Dr. Apt. I Phone 714 / 470-9162 Garden Grove, Ca 92841 ■ on Owner: Ceferino Sanchez Ph # 714 / 265 - 9726 Description of Job: New Elevations A �162�0� Sheet: A-4 REVISIONS I BY FLOOR SHEATING 3/4" T&G PLYWOOD W/ 8d @ 6" 0/c ENIBN & 8d @ 10" oic FIELD t # 0 -b 0 fi ....... .... .......... .......... . 10 -0 L ­rla,w, 7`777" -77 �4 41,71-Ti,`77� 14�j �5 X ­0 ............. A i -Ica— �k Ic, A 4 _ F7 L7 71Sf (2) lub/1 e J., C6 W. 771 4� Avr AV t:-J4 I LA "lip �,J A 4.4 01_�%,�Nj V L 76 4* ........... . FOUNDATION PLAN SC= 1/4"= V-0" -P emce, piquu,_ -m hS 4,1h-0, mhra� v SECTION A SC= 1/4"= V-0" ROOF SHEATING %I1 CDX, 2410 INDEX PLYWOOD W/ 8d COMMON NAILS @ 6" ENIBN. 8d A- 10" 01C FIELD. PROVIDE ROOF RADIANT BARRIER PER T44- AT PLYWOOD UNDERSIDE ROOFING MATERIAL ASPHALTH SHINGLE CLASSB'OR BETTER TO MATCH (E) S.F.R. W/ #IS FELT UNDERLAYMENT ROOF FRAM10 PLAN SC= 1/4"= V-0" I ,n4 vm (-tip) Data Scale Drawn Job 1� x 39 PRINTED ON Nn, 1AW CLSARPRINTO (E) 5040 AL SL FRAMING PLAN ml 2" x BL JC'G @ 49 c/c - MAINTAIN MIN 4-16d @ 4@" o/c MAX 8d @ 6- o/c SIMP. U OR U2 HANGERS DIRECTLY TO BM/ ADD 2 x SLCICG IN BETANd 3-16d TO BM 2" x C.J. PER PLAN A-35 16" o(c1 ❑0 PROYECT BY Marco A. Ahumada �ry (E) C.J. AS OCCURS B.N. (E) 2- 2"x TOP PL O 11111 Barclay Dr, BM. PER PLAN (E) R.R.. - NEW SHEATING FLOOR TO Phone ROOF TING 714 / 470-9162 BEAM AS OCCUR Garden Grove, Ca 2 - 2x TOP PLATE 92841 ---SIMPSON S r 6236 r� SIMPSON EPC I � - COLUMN PER PLAN I ES DESIGN - an Lo Owner: Ceferino Sanchez Ph # 714 / 265 - 9726 SHEAR WALL SCHEDULE 2001 C.B.0 SILL BOLTING MARK WALL TYPE ALLOWABLE SHEAR 0 ONE SIDE SHEAR 0 BOTH SIDES SILL NAILING 7/8-STUCCO OVER PAPER BACKED LATH W/16 GA STAPLES AT 6CO,C. AT TOP & BOTTOM SHEAR OF WALL OF WALL 0 UPPER STORIES g PLATES, EDGE OF SHEAR WALL AND ON FIELD (ICBO REPORT No.1318, AUG. 2002) OR (ICBO REPORT No.1254, MAR 1990) NOTE 4 AND 9 BELOW 180 PLF 5/8"055"0.0. 5/8"027 1/2"0.e 16d 0 8"0,C. 3/$ PLYWD STRUCT II OR STD SHTG WITH 8d NAILS 0 6"O.C. AT EDGES & 12" O.C. FIELD 1� TABLE 23-II-1-1 UBC NOTE 1, 9, 10 & 11 BELOW 260 PLF 5/8"038"0,c. 5/8"019"a.e. 16d 0 6"0.C. 3/8-PLYWD STRUCT If OR STD SHTG WITH 8d NAILS ® 4" O.C. AT EDGES & 12" O.C. FIELD (TABLE 23-11-1-1 UBC) NOTE 1, 6, 9, 10 & 11 BELOW 350 PLF 5/8"026n c, 5/$"013"o.e. 16d 04"O.C. 3/8-PLYWD STRUCT 11 OR STD SHTG WITH 8d NAILS CAD 4"O.C. AT EDGES & 12" O,(. FIELD 1 1 (TABLE 23-11-1-1 UBC) NOTE 1, 3, 5, 6, 9, 10 & 11 BELOW 380 PLF 5/8'026"0.c, 5/8*01,3*0.C. 16d 0 4"O,C. A3/8" PLYWD STRUCT 11 OR STD SHTG WITH 8d NAILS 0 3" O.O. AT EDGES & 12" O.C. FIELD (TABLE 23-11-1-1 UBC) NOTE 1, 3, 5, 6, 9, 10 & 11 BELOW 490 PLF 5/s a2o-o.C, 5/8-010"O,C. 16d 0 3 1/2"O.C. A 3/8" PLYWD STRUCT 11 OR STD SHTG WITH 8d NAILS 0 2" O.C. AT EDGES & 12" O.C. FIELD 1 TABLE 23-11-1-1 UBC NOTE 1, 3, 5, 6, 9, 10 & 11 BELOW 614 PLF s/ass"O.C. s/8"�s"a.C. 16d 2 1 j2"O.C. 1/2" STRUCT I PLYWD WITH 10d NAILS 0 2" O.C. AT EDGES & 12" O.C. FIELD 1 `� OVER 3X STUDS (TABLE 23-11-1-1 UBC) NOTE 1, 3, 5, 6, 9, 10 & 11 BELOW 870 PLF s/4"its"O,c, 3/408•0.C. N/A NOTES: 1. ALL EDGES OF PLYWOOD SHEARWALLS MUST BE 5. FRAMING AT ADJOINING PANEL EDGES SHALL BE BLOCKED WITH, 2X SOLID BLOCKING FOR WALL TYPES 3-INCH NOMINAL OR WIDER & NAILS SHALL BE 9 & 10, AND 3X SOLID BLOCKING FOR WALL TYPES STAGGERED, 11, 12, 13, & 14. 6, WHERE PLYWOOD IS APPLIED ON BOTH FACES OF A 2. WHERE SHEAR WALL SHEATHING IS TO BE APPLIED WALL AND NAIL SPACING IS LESS THAN 6 "O,C ON TO BOTH SIDES IF WALL, DOUBLE THE NUMBER OF EITHER SIDE, PANEL JOINTS SHALL BE OFFSET TO FALL BOLTS. (I.E. HALF THE O/C SPACING) ON DIFFERENT FRAMING MEMBERS OR FRAMING SHALL BE 3- INCHES NOMINAL OR THICKER & NAILS ON 3. USE 3X PRESSURE TREATED DOUGLAS FIR EACH SIDE SHALL BE STAGGERED, SILL PLATES AT FOUNDATION/FIRST FLOOR ONLY. 7. ALL CONTINUOUS EXTERIOR FOOTING TO HAVE 4. PAPER BACKED SELF FURRING EXPANDED METAL 5/8" X 10" A.B.'S 0 48"O,C, UNLESS OTHERWISE LATH WITH ICBO APPROVAL NOTED ON PLANS. 8. ALL INTERIOR BEARING AND NON BEARING FOOTINGS TO HAVE 7/32" SHOT PINS AT 32" O,C. & 48"O.C, RESPECTIVELY: I.E. HILTI ICBO REPORT No.2388, NOV 1995 OR RAMSET/REDHEAD ICBO REPORT No.1639, DEC 1995 9, USE 2 1/2" x 2 1/2" x 3/16" PLATE WASHERS. 10. USE CDX. CC OR STD SHTG IN LIEU OF STRUCT 11 PLYWOOD. ALL PLYWOOD SHALL BE DOUGLAS FIR. OTHER SPECIES MAY REQUIRE CHANGES. 11. AT EXISTING FOOTINGS USE SIMPSON EPDXY BOLTS PER SCHEDULED SILL BOLTING, EMBEDED 8", PER ICBO #25279 WITH SPECIAL INSPECTION. Description of Job: New Trusses Design UP Z Sheet: St�2 �m STRUCTURAL NOTES CONCRETE 1.- ALL CONCRETE UNLESS OTHERWISE NOTED SHALL BE REGULAR WEIGHT HARD ROCK TYPE (150 -CU FT) AGREGATES SHALL BE NATURAL SAND AND ROCK CONFORMING TO ASTM C-33 WITH PROVEN SHRINK AGE CHARACTERISITCS OF LESS THAN 0.05 %. 2.- READY MiX CONCRETE SHALL BE MIXED AND DELIVERED IN ACCORDANCE WITH ASTM C-94 PLACEMENT OF CONCRETE SHALL CONFORM TO ACi 301, 3.- CEMENT FOR ALL CONCRETE SHALL BE PORTLAND CEMENT TYPE V OR BLOW ALKALL CONFORMING TO ASTM C-150. 4.- MINIMUM COMPRESSIVE STRENGHT OF CONCRETE AT AGE OF 28 DAYS FOR: FOOTINGS 2,500 PSI SLAB OR GRADE 2,500 PSI SIDEWALKS 2,000 PSI 5.- MAXIMUM SLUMP SHALL NOT EXCEED 4". 6.- CONCRETE SHALL BE MAINTAINED IN A MOIST CONDITION FOR A MINIMUM OF 5 DAYS AFTER PLACEMENT. ALTERNATIVE METODS WILL BE APPROVED IF SATISFACTORY PERFORMANCE CAN BE ASSURED. 7.- ALL REINFORCING STEEL ANCHOR BOLTS, DOWELL$ AND OTHER INSERTS SHALL BE SECURELY FASTENED IN THE FORMS BEFORE CONCRETE IS POURED. ADEQUATE CLEANOUTS SHALL BE PROVIDED IN BOTTOM OF CONCRETE FORMS FOR PROPER CLEANOUT AND INSPECTION. 8.- VIBRATION OF CONCRETE SHALL BE IN ACCORDANCE WITH THE GENERAL PROVISIONS OUTLINED IN PORTLAND CEMENT ASSOCIATION SPECIFICATIONS ST-26. 9.- EXPOSED CORNERS OF COLUMNS, BEAMS, WALLS, ETC., SHALL BE FORMED WITH % CHAMFERS UNLESS DETAILED OTHERWISE. 10.- CONCRETE CONTRACTOR SHALL BE SUBMIT PROPOSED CONCRETE DESIGN MIX TO THE ARCHITECT AND ENGINEER OF RECORD, PRIOR TO STARTING THE WORK. I I,- NO WATER SHALL BE ADDED TO CONCRETE WITH TEMPERATURE IN EXCESS OF 95 ° F. 12: WIRE MESH LAP (END & SIDE) SHALL BE ONE FULL MESH -2 PLYWOOD 1.- PLYWOOD SHEETS SHALL BE CDX CONFORMING TO PS 1-95 AND SHALL BE STAMPED WITH THE DRPA GRADE OF THE AMERICAN PLYWOOD ASSOCIATION, UNLESS NOTED OTHERWISE ON THE PLANS. 2.- EACH SHEET SHALL HAVE A MINIMUM AREA OF 8 SQ. FT. WITH A MINIMUM DIMENSION OF 2 FEET. 3- SEE FRAMING PLAN FOR DIAPHRAGM NAILING SHEDULE, NAILING SHALL BE INSPECTED AND APPROVED BEFORE COVERING. FOUNDATION NOTES 1.- FOUNDATION HAS BEEN DESIGNED ASSUMING MINIMUM ALLOWABLE DOIL BEARING PRESSURE PER 2001 UNIFORM BUILDING CODE SHALL BE AS FOLLOWS: CONTINUOUS FOOTING 1,000 P.S.F. ISOLATED FOOTING 1,000 P.S.F. 2.- ALL FOOTINGS SHALL BE FOUNDED ON OR BELOW FIRM UNDISTURBED NATURAL SOIL OR APPROVED COMPACTED FILL AND ADJACENT FINISH GRADE UNLESS NOTED OTHERWISE. 3- ALL FOOTING SHALL BE CENTERED ON PLASTER AND10R WALL AND COLUMN UNLESS OTHERWISE NOTED. 4.- FINISH FLOOR (F.F) EXCAVATION SHALL BE AS NOTED ON GRADING PLANS. 5.- THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL EXCAVATION PROCEDURES INCLUDING LAGGING, SHORING AND PROTECTION OF ANY ADJACENT PROPERTY STRUCTURES, STREETS AND UTILITIES IN ACCORDANCE WITH ALL NATIONAL, STATE AND LOCAL SAFETY ORDINANCES. 6: ALL FOOTINGS SHALL BE FORMED TO MEET SIZES INDICATED ON DRAWINGS, DETAILS AND/OR SHEDULES. 7.- ALL FOOTINGS AND PIERS SHALL BE CENTERED UNDER THE BUILDING COLUMNS (U.N.O.) 8.- ALL EXISTING UTILITIES THAT INTERFERE WITH THE STRUCTURAL FOUNDATIONS SHALL BE REMOVED AND RELOCATED. 9.- ALL PIPES, DUCTS AND CONDUITS WITHIN THE SPHERE OF INFLUENCE OF THE FOOTING (THE PRESSURE ZONE, EXTENDING BELOW THE FOOTING, BASED ON A 2 HORIZONTAL TO 1 VERTICAL SLOPE) SHALL BE SLEEVED THROUGH CONCRETE CAST -IN - PLACE AT THE FOUNDATION POUR. 10.- FOUNDATION MAY BE SUBJECT TO TRUCTURAL REVISION IN THE FIELD DUE THE POSSIBLE VARYING SUBSURFACE CONDITIONS. LUMBER I,- ALL LUMBER SHALL BE GRADE MARKED DOUGLAS FIR LARCH CONFORMING TO DIVISION 23 (2001 C.B.C). 2.- RAFTER, BEAMS, PURLINS SHALL BE DOUGLAS FIR NO, UNLESS OTHERWISE NOTED 3.- GRADE JOIST, PURLINS 2- TO 4" WIDE, 6 & DEEPER No. 1 BEAMS, PURLiNS OVER4" WIDE No. 1 SUBPURLJNS 2' TO 4' WIDE, 6 & DEEPER No. 1 LEDGERS No.2 STUDS 2' x 4" OR 3' x 4" STUDS STUDS 2" x 6" No. 1 POSTS 5" x 5' AND LARGER No. 1 SILLS, PLATES AND BLOCKING No. 2 4.- SILLS AND PLATES IN CONTACT WITH CONCRETE OR MASONRY AND WiTHiN 48" OF GROUND, SHALL BE PRESSURE TRESTED DOUGLAS FiR (PTDF) SILLS SHALL BE BOLTED TO THE FOUNDATION WITH 5/8" DIAMETER x 10" LONG BOLTS AT 48" ON CENTER 12" MINIMUM FROM ENDS OR TWO BOLTS MINIMUM PER PIECE, INLESS OTHERWISE NOTED. 5: STUD WALLS ABUTING A CONCRETE OR MASONRY WALL, SHALL BE BOLTED TO THE WALL WITH 5/8" ANCHOR BOLTS AT 24" 0/C. 6.- ALL NON BEARING STUD WALLS, SHALL BE 2" x STUDS AT 16" 01C WITH 5/8' GYP, BOARD EACH SIDE, UNLESS OTHERWISE NOTED. 7.- ALL STUD WALLS SHALL HAVE FULL HEIGHT 1" x 6" DIAGONAL LEFT -IN BRACES AT ENDS AT INTERVALS NOT EXCEEDING 25 FEET O/C UNLESS OTHERWISE NOTED ON PLANS, BRACES SHALL COVER A MINIMUM OF SIX STUD SPACES, 8.- COMMON NAILS SHALL BE USED. 9.- FIRE BLOCKING 2" x 1 % " THICK, SHALL BE PLACED IN STUD WALLS AT CEILING AND FLOOR LEVELS AT EACH 19 HEIGHT OF STUDS AND BETWEEN STAIR STRINGERS AT SUPPORTS. 10.- JOISTS SHALL BE BNLOCKED AT SUPPORTS AND BRIDGED OR BLOCKED AT INTERVALS OF 8' WHERE JOISTS ARE 2" x 12" OR DEEPER. 11 - MAXIMUM UNSUPPORTE HEIGHT FOR NON -BEARING PARTITION SHALL BE: 2"x4'@16'O/C UPTOI4'4Y 2' x 6" @ 16' O/C UP TO 20'-0" 2" x 8" @ 16" OIC UP TO 26'-0' 12.- PROVIDE DOUBLE JOISTS UNDER PARALLEL BEARING PARTITION WALLS. 13.- BOLTS HOLES IN WOOD MEMBERS SHALL BE A MINIMUM 1/32" AND A MAXIMUM 1/16' LARGER THAN THE BOLT DIAMETER. REINFORCING STEEL 1 - REINFORCING STEEL SHALL BE INTERMEDIATE GRADE DEFORMED BEARS AS FOLLOWS: FOOTING, SLAB ON GRADE, MASONRY AND BENT DOWELLS, TIES: # 3 BAR AND SMALLER ASTM A- 615 GRADE 40 # 4 BAR AND LARGER ASTM A- 615 GRADE 60 2.- DEFORMATION OF REINFORCING SHALL BE IN ACCORDANCE WITH ASTM A-305 AND BENDING IN ACCORDANCE WITH ACI-318-95. 3- MINIMUM ONCRETE COVER OVER REINFORCING REBAR FOR: (EXCEPT AS NOTED OTHERWISE) NOT EXPOSED TO WEATHER OR EARTH 1" EXPOSED TO WEATHER 1 %" EXPOSED TO EARTH 2" PILASTER, BEAM & COLUMN TiES FORMED FOOTING AND WALL EXPOSED TO EARTH 2" UNIFORMED FOOTING AND WALL EXPOSED TO EARTH 3" SLAB ON GRADE 2" 4.- SPLICE iN CONCRETE: MINIMUM OF 36 BAR DIAMETER OR I WiGHEVER IS GREATER. 5.- WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 AND 1-82. 6.- ALL DETAILING OF REINFORCING SHALL CONFORM TO THE REQUIREMENTS OF ACI 318- 95 TALL REINFORCING STEEL, DOWELS, ANCHOR BOLTS, INSERTS, ETC. SHALL BE SECURED PLACE PRIOR TO PLACING ANY CONCRETE OR GROUT. 8-- ALL REINFORCING STEEL SHALL CONFORM TO THE REQUIREMENTS OF ASTM A-615 GRADE 60. 9.- ALL REINFORCING BAR BENDS SHALL BE MADE COLD. 10.- ALL REINFORCING BARS SHALL BE FREE FROM GREASE, RUST, MILL SCALE OR ANY OTHER FOREIGN MATERIAL WISH MAY AFFECT THE BARS ABILITY TO BOND TO THE MORTAR. 11- REINFORCEMENT THAT IS PARTIALLY EMBEDED IN CONCRETE SHALL NOT BE FIELD BENT EXCEPT AS SPECIFICALLY DETAILED IN THESE DRAWINGS OR WITHOUT THE WRITTEN APPROVAL OF THE ENGINEER OF RECORD. 12.-ALL REINFORCING STEEL SHALL BE PROVIDED AT ALL POUR JOINTS ON THE DRAWINGS, WHERE LAP AND/OR SPLICE LOCATIONS ARE NOT SPECIFICALLY INDDCCATED„ PROVIDE CLASS 'C' SPLICE PER SCHEDULE. ALL SPLICE LOCATIONS SHALL BE CLEARLY SHOWN ON SHOP DRAWINGS AND APPROVED BY ENGINEER OF RECORD BEFORE FABRICATION. 13.- PLACING TOLERANCES AND BAR SUPPORTS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR REINFORCING CONCRETE CONSTRUCTION BY WCRSi. 14.- CLEARANCE BETWEEN PARALLEL BARS IN A LAYER SHALL NOT BE LESS THAN V NOR 1 BAR DiA NOR 1 x MAX AGRAGATE SIZE. BARS IN SECOND LAYER SHALL BE DIRECTLY ABOVE BARS IN FIRST LAYER, MIN DISTANCE BETWEEN LAYERS V. SHEAR WALL SCHEDULE 1997 U.B.0 SILL BOLTING ALLOWABLE EXTERIOR INTERIOR SILL NAILING UPPER MARK WALL TYPE SHEAR WALLS WALLS STORIES 7/8" STUCCO OVER PAPER BACKED LAT W/16 GA STAPLES @ 6" O/C @TOP & BOTTOM $ PLATES, EDGE OF SHEAR WALL AND ON FIELD (ICBO REPORT No, 1823, FEB, 1973) OR (ICBO 180 PLF 5/8 @ 55" O/C 518 @ 55" OiC 16d @ 8" Ole No. 1318, FEB, 1973) OR ( ICBO No. 1254, FEB 1972) NOTE 4 AND 9 BELOW 3/8" PLYWD SRUCT It OR STD SHTG WITH 8d NAILS @ 6" 01C @ EDGES & 12" OIC FIELD 260 PLF 518 @ 38" OIC 5/8 @ 38" O/C 16d @ 6" O/C TABLE 23-11-1-1 U.B.Cj NOTE 1,9,10 & 11 BELOW 3/8" PLYWD SRUCT 11 OR STD SHTG WITH 8d NAILS @ 4" O1C @ EDGES & 12" OiC FIELD 350 PLF 5/8 @ 26" OIC 5/8 @ 26" O/C 16d @ 4" O/C (TABLE 23-11-1-1 U.B.C. NOTE 1, 6,9, 10 & 11 BELOW 318" PLYWD SRUCT II OR STD SHTG WITH ad NAILS @ 4" O/C @ EDGES & I Z' OIC FIELD 380 PLF 5/8 @ 26" O/C 5/8 @ 26" O/C 16d @ 4" O/C FABLE 23-I1-1-1 U.B.C. NOTE 1, 3, 5, 6 9 10 & 11 BELOW WS" PLYWD SRUCT 11 OR STD SHTG WITH 8d NAILS @ 3" O/C @ EDGES & 12" O/C FIELD 490 PLF 5/8 @ 2W O/C 5/8 @ 20" O/C 16d 3 TABLE 23-11-1-1 U.B.C. NOTE 1 3 5, 6 9, 10 & 11 BELOW 1t2" OtC 3/8" PLYWD SRUCT 11 OR STD SHTG WITH 8d NAILS @ 2" O/C @ EDGES & IZ' O/C FIELD 810 PLF Sl8 @ 16" OlC 5/8 @ 16" O/C 16d @ 2 TABLE 23-11-1-1 U.B.C. NOTE 1 3, 5, 6, 9 10 & 11 BELOW 1/2" O/C 1 1/2" STRUCT (PLYWD WITH 10d NAILS @ 2" O/C @ EDGES & 12" O/C FIELD 870 PLF 3/4 @ 16" O/C 3/4 @ 16" O/C N/A OVER 3X STUDS(TABLE 23-11-1-1 U.B.C.1 NOTE 1. 15, 6. 9, 10 & 11 BELOW NOTES: 1, ALL EDGES OF PLYWOOD SHEARWALLS MUST BE BLOCKED WITH 2x SOLID BLOCKING FOR WALLS "TYPES 9 & 10, AND 3 x SOLID BLOCKING FOR WALLS TYPES 11, 12,13 & 14 2: WHERE SHEAR WALL SHEATING IS TO BE APPLIED TO BOTH SIDES IF WALL, DOUBLE THE NUMBER OF BOLTS. (I.E. HALF THE Ole SPACING) 3: USE 3 x PRESSURE TREATED DOUGLAS FIR SILL PLATES AT FOUNDATION/FIRST FLOOR ONLY 4.- PAPER BACKED SELF FURRING EXPANDED METAL LATH iCBO APPROVAL 5: GRAMING AT ADJOINING PANEL EDGES SHALL BE 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 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 10" A.B.'s @ 48" 01C UNLESS OTHERWISE NOTED ON PLANS 8.- ALL INTERIOR BEARING AND NON BEARING FOOTINGS TO HAVE 7/32" SHOT PINS @ 32" O/C & 48" 0/0 RESPECTIVELY: I.E. OZARK # H-67 ICBO REPORT 1280, MAY 1987 9: USE 2 1/2 x 2 1/2" x 3116" PLATE WASHERS 10: USE CDX CC OR STD SHTG IN LIEU OF SRUCT li PLYWOOD. ALL PLYWOOD SHALL BE DOUGLAS FIR. OTHER SPECIES MAY REQUIRE CHANGES. 11.- AT EXISTING FOOTINGS USE REDHEAD WEDGE ANCHORS TO COMPLY WITH SILL BOLTING ICBO # 1372 MIN EMBED 7112" 12.- USE DOUBLE FLOOR JOISTS BELOW ALL PARALLEL SHEARWALLS U.O.N. 13.- AT FLOOR LEVELS USE SOLID BLOCKING AT PERPENDICULAR SHEARWALLS AND DOUBLE FLOOR JOISTS AT EACH END OF THE SHEARWALL. 14.- ALL BEAMS SUPPORTING SHEARWALLS MUST BE STRAPPED TO THE WALLS BELOW. 15.- ALL HOLDOWNS ON UPPER LEVEL MUST BE CONNECTED TO A POST BELOW PER HOLDOWN SCHEDULE TO THE LOWER LEVEL OR TO THE FOUNDATION. 2" x Studs wl 2" x Blocking ( �) Provide Returns @ each end miter comers 2"x 6" (54S) wood Rail w/ eased edges Counter Sink & Plug @ bolts Ye " DID x 7" Lag Bolts @ 46" o/c # 12 x 4" F.N. Screws @ 24" olc (� }J 2 x 3 (S4S) Cont. Spacer Exterior Finish () 4" x Blocking w/ A-34 Both Sides / Top & Bottom @ 48" o/c 12 4 A-35 @ 32" Ole (Aft) 1/2" Drywall Int. Wall & Ceiling (D Roofing Material o/ 15# Felt & 112Z'CDX, 2410 Plywood 2" x Roof Rafters per plan 2" x Ceiling Joists per plan w/ R 30 Insul 2" x Blocking w/ 3-16d per block & 5-16d @ Rafter Tie 2 - 2" x 4" Double Top Plate 2" x 4"" Studs @ 16" o1c w/R-13 Insul (Exterior) Exterior Finish Plywood sheating 1" x 6" Starter Board (shiplap) 2" x 4"" Flat Lookout @ 32" o% Notch into 2-16d Ea 2" x 4" First Rafter E. N. 2" x 4" Cont. Blocking w/ 16d @ 8" olc or A-35 @ 32" olc ; 2 - 2" x 4V' DbI Top Plate I i i 2" x 4"' Studs @ 16" Ole w/ R-13 Insul" i I I t 2" x 4" Studs @ 16" Ole w/ R-13 Insul (Exterior) Exterior Finish W T & G Plywood or Blocked 2" x 4" Sole Plate 2" x 6" F.J. @ 16" olc w/ R-19 Insul 2" x Blocking A- 35 @ 16" otc 6" min LO _""� 2" x 4" P.T. Mudsill w/ 6/8" x 10" 18" min L. A. B. & Mudscreed w/ 2" x 2" x 3116" washers @ 48" Ole 6" 12" 6" 31' 1 3„ 6." 3". 12"" # 4 Rebar Top & Bott 2" x 6" Floor Joist @ 16" Ole w/ R-19 Insul. 3/4" T & G or Blocked Plywood P.B. 44 ~- YY YV VY YM YV YY 4," x 8" Girder 18" ml 4" x 4" Post (As Required) IT, 6"" x 6"" x22" P. T. Block Conc. Pier 18" Sq. CL 31/2" Post per plan ' (4 x min) WBper sched --_-- Holdown (HDA) per plan ----- 2 xStud Filler '2 x 2-2x Le Simpson or 3x Min Embed SST6 per plan Per Schedule 3`° min cir Note: Concret Stem walls shall be: 6" min widht for 518°' o Anchors 8" min widht for 718" o Anchors 81' min for cone block ** PHD or HD per Plans & Simpson Catalog Drill Holes 1116" Larger than Bolt Dia. ** Use Equivalent PHD 0 u _ SCHEDULE TYPE HD2A HD5A HD6A HD8A _ HD10A MB 2-5/8 2-3/4 3.3/4 3-7/8 4-7/8 QTY/DiA HB 41/2" 514' 51/8" 61/8" 61/8" SB 21/2" 3" 3112" 31/7' 31/2" CL 11/2" 21116" 21116" 21116' 21/16" SO 14' 1/2" 1 3/4" 3/4"' 3/4" SSTB# 16 20 28 28 28 1 pour Le 12 16 24 24 24 min embed SSTB# 20 24 34 34 34 2 pour Le 16 20 28 28 28 min embed Allowable toad(133) . 2775 4010 5100 7460 9540 Wind Allowable (oad(133) 2775 4010 5100 7460 9540 Earftuake Loans oasea on min 4 x post size or max anchor toaa Note For raised foundation use SSTB for two pour system and extend bolt beyond sill plate above floor sheating 4 x 4 Post Min. W/ E.N. - Existing Footing Threaded Rod w/ Epoxy I.C.B.O. # 4945 City of L.A. R.R. @ 25185 w/ Special Inspection, Use ET 22) U.N.O. RLLOWABLE TENSILE LOAD Note: For Raised CONCRETE COMPRESSION Pc 2M (EM) Floor use Longer 2775 Bolts to extend _ 4010 above Floor 7/8 1- 3/4 1 8 1 15 1 5100,7460 Sheatin * Use Simpson Set Epoxy I.C.B.O. # ER 5279 or RR #25279 HDAORI BOLT I EDGE I W(IN.) PHD n"n 11K" I 1Kn1 en" =0 ; - �1i=1 I 24 X 88 PRINTED ON NO. 1W, H 0ljEpAPppINTM -C' " d 1J Project Title -3454 !!, \ . Pro' ct ddress � to Docu tion uthor Telephq � Compliance Method (Package or Computer) Climate Zone CERTIFICATE OF COMPLIANCE: RESIDENTIAL ") kt`l 04,L 1_, S A D D vnaw 2 of 3) CF-IR t 2 t '51 54 �e Project Title Date Building Permit # HVAC SYSTEMS Plan Check /Date Note: Input hydronic or combined hydronic data under Water Heating Systems, except Design Heating Load. Distribution Field Check / Date Heating Equipment Minimum Type and Duct or Entorcement Agency Use Only Type (furnace, heat Efficiency Location Piping Thermostat GENERAL INFORMATION � � Total Conditioned Floor Area ra d Average Ceiling Height: Conditioned Slab Floor Area ftz Building Type: Single Family Addition (check one or more) Multi -Family Existing -Plus -Addition Front Orientation: © o h South / East / West / All Orientations ` input front orientation in degrees from True North and circle one) Number of Stories j- Number of Dwelling Units: Floor Construction Type: Slab/ ailed loor (circle one or both) RADIANT BARRIER (required in climate zones 2, 4, 8-15) Required for this submittal_ yes no BUILDING ENVELOPE INSULATION Component Type Frame Type wd = wood stl = steel Cavity Insulation R-Value Sheathing Insulation R-Value --To-talk- Value' Assembly U-Factor) Location/Comments (attic, garage, typical, etc.) Wall ' . I 1 - -�° `� ka t CrSt �o t 4 Wall Roof -2 X 6 . Roof Floor V �1 a -a a 9.. Floor Slab Edge 'For prescritttive compliance Total R Value and Assembly U-Factor are not required tar a wood-iramea wait that meets caygy x-vatic insulation requirements for the Prescriptive Package. FENESTRATION Shading Devices Fenestration #/T e/Pos. Orien- tation Area Fenestration U-Factor Fenestration SHGC Exterior Shadin Alt. Overhangs/ Fins Front Front Left VNIA4C () Left Rear 8l? '2 0, tb &, 45 Rear Right Ri ht S Iight Skylight Compliance Forms August 2001 A-2 Heat Pump Configuration Cooling Equipment Minimum Duct Heat Pump Type (air conditioner, Efficiency Location Duct Thermostat Configuration heat um , eva . cooling) (SEER) (attic, etc.) R-Value Type (s lit or ackage) V.D I 6, SEALED DUCTS and TXVs (or Alternative Measures) 'i Sealed Ducts (all climate zones) (Installer testing and certification and HERS rater field verification required) ❑ TXVs, readily accessible (climate zones 2 and 8-15 only) (installer testing and certification and HERS Rater or field verification required) ❑ Refrigerant Charge/Air Flow (climate zones 2 and 8-15 only) (Installer testing and certification and HERS Rater or field verification required) OR ❑ Alternative to Sealed Ducts and TXVs (see Package C or D Alternative Package Features for Project Climate Zone) Climate Zone Window SHGC Window U-Factor SEER Heating 35 a.�a CERTIFICATE OF COMPLIANCE: RESIDENTIAL ( Project Title COMPLIANCE STATEMENT 'age 3 of 3) Date This certificate of compliance lists the building 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/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: (2e E lw a '5kp C*(=�L- Name: r e.� � �s Title/Finn: � Title/Finn: xr� Address: " ' Address: t ���� °✓� Telephone: 11 Telephone: r t rJ C Lic. #: (signature) (dat r 2 %, ,/, (stgnatu ) (date) Enforcement Agency Name: Title: WATER HEATING SYSTEMS Agency: Energy' External Telephone: Rated Tank Factor or Tank Water Heater Distribution Number Input (kW Capacity Recovery Standby' Insulation Type T e in S stem or Btu/hr(gallonsEfficient Loss % R-Value 1. For small gas storage water heaters (rated inputs of less than or equal to 75,000 Btulbr), electric resistance, and heat pump water heaters, list Energy Factor. For Iarge gas storage water heaters (rated input of greater than 75,000 Btu/hr), list Rated Input, Recovery Efficiency and Standby Loss. For instantaneous gas water heaters, list rated input and recovery efficiencies. SPECIAL FEATURES (add extra sheets if necessary). Package C and D: TXVs, Sealed Ducts, Radiant Barriers (see installation requirements for radiant barriers in Section 8.13 of the 200 1 Residential Manual). Package C: thermal mass (thermal mass type, covering, thickness, and description). o C Le SS' Compliance Forms MANDATORY MEASURES CHECKLIST: RESIDENTIAL (Page 1 oft) MF-IR Note: Lowrise residential buildings subject to the Standards trust contain these measures regardless of the compliance approach used. Items marked with an asterisk (*)tray 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 considered 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 Building Envelope Measures: * §150(a): Minimum Rying insulation - § 150(b): Loose fill insulation manufacturer's labeled R Value. * §150(c): Minimum R-13 wall insulation in wood framed wails or equivalent U-Factor in metal frame walls t/ does not apply to exterior walls . * §150(d): Minimum R-.Jdrai ed Vloor insulation in framed floors. § 150(1) : Slab edge insulation -water absorption rate no greater than 0.3%, water vapor transmission rate no greater than 2.0 erm/incb. §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. 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. § 150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. § s 50(f): Special infiltration barrier installed to comply with § 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 b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilot lights allowed. Space Conditioning, Water Heating and Plumbing System Measures: §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. §1500): Pipe and tank insulation 1. Storage gas water heaters rated with an Energy 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 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/extemai insulation_ -. 4. All buried or exposed piping insulated in recirculating sections of hot water systems. 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 August 2001 A-3 (signature / stamp) Compliance Forms MANDATORY MEASURES CHECKLIST: RESIDENTIAL (Page 2 of 2) M&IR 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 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 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 Space Conditioning, Water Heating and Plumbing System Measures: (continued) * §I50(m): Ducts and Fans 1. All ducts and plenums installed, sealed and insulated to meet the requirement of the 1998 CMC Sections 601, 603, 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, tape, aerosol sealant, or other duct -closure system that meets the applicable requirements of UL 181, UL 181 A, or UL 181 B. 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 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 other than sealed sheet metal, duct board or flexible duct shall not be used for conveying conditioned air. Building cavities and support platforms may contain ducts. Ducts installed in cavities and support platforms shall not be compressed to cause reductions in the cross -sectional area of the ducts. 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_ 4. Exhaust fan systems have back draft or automatic dampers. 5. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. 6. Protection of Insulation. Insulation shall be protected from damage, including that due to sunlight, 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, or plastic cover. Cellular foam insulation shall be protected as above or painted with a coating that is water retardant and provides shielding from solar radiation that can cause de radation of the material. §I 14: Pool and Spa Heating Systems and Equipment. 1. System is certified with 78% thermal efficiency, on -off switch, weatherproof operating instructions, no electric resistance heating and no pilot light. 2. System is installed with: a. At least 36" 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 pump time switch. § 115: Gas fired central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously burning ilot light. Exception: Non -electrical cooki2g a liances with falot < 150 Btulhr) § 118 (f): Cool Roof material meet specifiers criteria Lighting Measures: § 150(k)l.: Luminaires for general lighting in kitchens shall have lamps with an efficacy of 40 lumens/watt or greater for general lighting in kitchens. 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 greater switched at the entrance to the room or one of the alternatives to this requirement allowed in §I50(k)2.; and incandescent recessed ceiling fixtures are IC (insulation cover) approved. Compliance Forms August 2001 A-6 (date) August 2001 A-4 Date s x sra t'R11s1TED 014 NO. SOWN CLE ARPRINTz