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HomeMy WebLinkAbout10150715.pdf{ :'7v GENERAL NOTES _ 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE 2001 C.S.C. PLUMBING AND MECHANICAL CODES, THE C.E.C. AND I LOCAL ORDINANCES, 2. VERIFY ALL, DIMENSIONS, DO NOT SCALE DRAWINGS. N. IT SHALL BE THE RESP4NSABILITY OF THE CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS ON THE SITE PRIOR TO COMMENCING WORK AND IS TO NOTIFY THE OWNER AT d ONCE UPON DISCOVER OF ANY OMISSIONS 43R CONFLICT IN TIME DRAWINGS, � I t r 4, Ad_3 NAILING TO COMPLY WITH TABLE 23-11-B.-1 C.S-C. I 5. THE MANUFACTURED WINDOWS SHALL HAVE A LABEL { ATTACHED CERTIFIED BY THE NATIONAL FENESTRATION RATING COUNCIL (NFRC) AND SHOWING COMPLIANCE WITH r THE ENERGY CALCULATIONS. PLUMBING NOTES < ; 6_ ALL PLUMBING WALLS TO BE 2" x 6" 7_ DOUBLE WALLS USED AS PLUMBING WALLS ARE TO BE A ° MINIMUM OF 8" WIDE AND NO "FLAT" STUDS PERMITTED. ii ! ak STAGGERED STUDS ARE ACCEPTABLE. _ 8. SMOOTH, HARD, NON ABSORBENT SURFACE is PI�OVIoEo i t i t �. TO A HEIGHT OF 70" ABOVE THE DRAIN INLET OF THE '4 � d. l pr A ED By; Ida — I � 1 � 714 % 285 tI2I 2017 W. ALCo ACE. a; A ttll T, l a.l 'l,Jkl S.ANTA ANA ,. � SHOWER OR T UBtSHOWER COMBINATION, MATERIALS SHALL BE. OF A TYPE NOT ADVERSELY AFFECTED BY iU{�lI.3T5.Fi\5.:. 55 MAi C E:LAL@MSN. CPM i 9 GLASS ENCLOSURE DOORS AND PANELS MUST BE ( p t+ LABELED CATEGORY n- NET AREA OF SHOWER RECEPTOR i��VlJ��N�. �s,. , r'� I I SHALL BE NO LESS THAN 1024 SO IN OF FLOOR AREA AND I Et,.C'OMPASS 30"DIAMETER CIRCLE, 1P. ALL WATER CL OSETSMARE LOCATED IN A CLEAR SPACE I NOT LESS THAN 30" WIDTH AND HAVE 24" MIN. CLEARANCE IN FRONT OF THE STOOL. ,gyp ,s . III. FOR EXHAUST VENTILATION AIR, PROVIDE MECHANICAL /S4iXI `_.�P�'i. • 1t N 3 AIR CHANGES PER HOUR. WATER HEATF_R TO BE BRACED TO RESIST SEIS1t9IC " � t FORCES, PROVIDE TWO STRAPS ONE STRAP AT TOP 113 OF f 1 a e I q THE TANK AND ONEPAT BOTTOM 13 OF THE TANK). i 1P- ALL NEW WATER CLOSE1 TS WISH USE NO MORE THAN 1.6 GALLONS PER FLUSH I „ S LOCATIONS WIL C EXEC URIC. NOTES I 34. RECEPTACLE OUTLET L OMPLY WITH IN s NEC Art 210-52 (a) "20 AMP. CIRCUIT DEDICATED TO EACH BATHROOM" ALLBEDROOM CIRCUITS REQUIRE ARC -FAULT a PROTECTION. Y GROUND -FAULT CIRCUIT INTERRUPTER {CFI PROTECTION AfI , ,� � COMPLIES WITH NEC Art,210-8c "ALL 12>= volt SINGLE PHASE, "i I= 15 AND 20 AMPERES RECEPTACLES INSTALLED IN �h i,� t I BATHROOMS, GARAGES, BASEMENTS, OUTDOORS, KITCBIEN dp t . I h, t_ . COUNTERS AND AT WET BAR SINKS. }} { STRUCTURIA8. NOTES TES X '" sT ' THE CONTRACTOR SHALL. PROVIDE, ANY SHORING AND/OR 13RACING TO THE EXISTING STRUCTURE WICH MAY BE Di€I21NG CONSTRUCTION. _+ 18 •---� s r,. '; _, _r„aK�,.. �,, , '. k.r�-«- ;' "�"a`w++"„w: # �....... ....:._._ u__..,.wY.._...:._,. ,, PERMISSIBLE T BORING OF JOISTS ARE TOTOBESI-IOe+�Ft'<I w ON THE AND HALL NOT EXCEEDCf3C P D S 19 SECTION 2320.8.3 ALLOWANCES, - NOTCHING CHING OF EXTERIOR AND BEARINGINONSEARING I 46, ,, I WALLS SHALL NOT EXC~ED 25°fa140°fa RESPECTIVELY, HOLES IN I3EARINGtItiONF3EAR3NG WALLS 10, � �*�1�: '`'` „� "r ,. _. •�--•- I �.^trt,< iV®T EXCEECD 40%!60°!a RESPECTVELY. II+I NO CA`.�•E SI•iALL `t �I THE EDGE OF THE BORED HOLE NEARER THAN 518" TO THE t AEI f-15qulllafttfN " x EDGE OF THE STUD 2320A1 9 AND 232Ii 11 10) 2 - HF.,,' DER AND TRIMMER DETAILS FOR DOORS AND WINDOWS L3 y APE TO BE SHOWN WITH THE FULL LENGTH TRIMMERS, E SPECIFYING THE SIZE OF THE HEADER AND TRIMMER z (2320.11.6) r - 3 tt21. USE SIMPSaN ST 6224 TO TIE-IN TO EXISTING TOP PLATES. q , NA- 17 , - FLOOR FLAN NOTES k p I I.- WATER CLOSET 1.6.F. MAX G. P r. 3--LAVATORY F.G.F.G TUB&S. HOWER Wl SHVIUR PROOF ENCLOSORE. S ECU�� �,TURM2.- REC'D MED CABINET. 5.- SHOWER STALL WI TILE FINISHON FLOOR &WALLS a _ E�« UP TO CEILING NET AREA TO BE NO LESS THAN I024 iSi�l f a ,. ', S . IN OF ARE �� A, AREA TO ECOMPASS A 30 DIA. POLE.. �1 v a� s 9rca� ss 4x#�. �`; t 3 i y } - E Y I'x E��; y SMCC t 5 a x.ft� 4` F& POLE... .. {� <. , .:.. 6y .- p ## ffO n �1 -.., BDFL 4 X bus+._ :9i:3a a. x , OOR'T - - ROOF. _ �4 .,,, .0 , • + .. � I 1 k ,ta U�1P t * °: St �,:, �. " , 1 it x�# p';; ,. L✓� . - Via.. j x r..,Y, 7, ..., z ,.,;Y-.-§ `:,; ,,�� � x7 S t k., a 7. 'xbs I�td�` a, a'`.b �.. �s2A�p &&. _r..a <.�+..,.4aeuo .a s'� 2ar ......._,..._.z.... ..:..:.... ...'__-_,. _. .._ :._. C:k MCC ., &,unl', r'a`:li$. T, a r i' T � > EGEND ° I A-. N o t .„,.......a....,.a,.«....._ i h` ,n 'd;-•o. `snsw, !F I,"dA.I. 101 s 110 V WI BATTERY R Y �[—ACK-UP , SMOKE QETEGTORf,S,3Ezasa nutsS,- EwU BATTERY OPERATED SMOKE DE TECTOR NOTE! A C!9V SMOKE DETECTOR PROVIDE a° SMOKE DETECTORS IN EACH. BEDROOM OP .��,„?,,,_.,,,+f,„.,,r,.,;,.,.4,,,._...:,,.,,,,,.,.,,„,.,,..e,::a,..,,-.:.<..a,/:?,.., RECESSED CEILING LIGHT AND CORRIDOR OR HALLWAY ACCESSING SUCH - ° I BEDROOMS PER SECTION 310.9.1.3 & 310.9.1.4 _..-71 3 CESSED MIN{ LIGHT Z d 1 CBC, SEE NOTE " Y' BELOW FOR S.D IN REo EXISTING BEDROOMS 3 1'• .� I. .' e. , „m.. » CEILING MOUNTED f t- a OU ED LIGHT -t WALL M . t r MOUNTED LIGHT N 1 rr ,T 6' s-,�� t z 110V OUTLET _. . .. . .. ........_ .. s " t a a 1'�w �,. is T , 1p -rT lam FUEL GAS _ a 4 aaa gEL 220V OUTLET ., ' GFI GROUND FAULT INTERRUPTOR ! r SWITCH , _ v .� 3'WA.YSWITCI--I e i HOSE BIB s NOSE 818BS TO HAVE ANON-REMC7v ABLE � k t AIR DIFFUSER GRILLE ATMOSPHERIC VACUUM BREAKER. i. . BACK -FLOW PREVENTER OR WITH A LISTED ' # ` FL FLUORFSC£NT ";` i Q MECHANICAL FAN. MiOWN�s ErR' „ I 5 AIR CHANGES PER HR, LANym . y ,w a<.. , <., , ,. - 3 —o— SCENT LIGHT JUAN � ~ LUORE ak = `' LIGHTER � ( , -, G „ , :v .tt �, .s _•,• is �A ° r !_31 MAKER ` s PLUMB RICE M _ HTE Ill �`��/ ���� •max FOR TELEPHONE „ JACK v $ ? AFI RECEPTACLE OUTLETS SUPPLIED BY A i ,: # _ BRANCH CIRCUITS PROTECTED BY AN ARC -FAULT CIRCUIT INTERRUPTER RCU N ERRUPT£R yy pp I r , INDEX tit if z _. .... _. A-1 PLOT PLAN, FLOOR PLAN° r n ,• a , A-2 ELEVATIONS , ANALYSIS AREA s-1 FOUNDATION PLAN, SECTION t S-2 ROOF FRAMING PLAN C # � j c (E) SFR WATTACHED GARAGE 1,561 S.F. AD-1 STRUCTURAL DETAILS c-) (N) ADUN 684 S.F. .. (N) PORCH 95 SFT-24 T-24 ENERGY CALCULATIONS .. TOTAL AREA S F _ WIND©W SCHEDULE MARK WIDTH HEIGHT GLAZING MATERIAL TYPE g C D E 3 p" 3'_p° 41_0° 57_0" 4'-0" 3'-O" 4'-0" 4%0" DBL PANE! DBL PANEL DBL PANEL DBL PANEL VINYL. SINGLE HUNG VINYL SINGLE HUNG VINYL SINGLE HUNG VINYL SINGLE HUNG DESCROFTEON OF JOB.. 684 SQ 6F'6 NEW ADWN FXXTE D (E) SORM I & 2 (N) RATHRM, qmp MTR Barg mil! ZATHRM &W.I.C. 40 SSA Pa NEW PORCH FOR 3 WIRY ORAWN CHECKED GATE REV1810N8. BY� '. BILL SLAB WEEP SCREED 1.'EXITS DOORS FROM INDIVIDUAL DWELLING UNITS HAVING AN OCCUPANT LOAD OF 19 OR LESS MAY BE PROVIDED WITH A NIGTH LATCH, DEAD BOLT OR SECURITY CHAIN, PROVIDED SUCH DEVICES ARE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR TOOL OR SPECIAL KNOWLEDGE OR EFFORT AND MOUNTED AT A HEIGHT NOT TO EXCEED 48inches ABOVE THE FINISHED FLOOR. 2. REGARDLESS OF THE OCCUPANT LOAD, THERE SHALL` BE A FLOOR OR LANDING ON EACH SIDE OF A DOOR. I THE FLOOR OR LANDING SHALL NOT BE MORE THAN i I ".LOWER THAN THE THRESHOLD OF THE DOORWAY LANDINGS SHALL BE LABEL EXCEPT FOR EXTERIOR LANDINGS, WHICH MAY HAVE A SLOPE NOT TO. EXCEED 1/4 UNIT VERTICAL IN 12 UNITS HORIZONTAL'- (2% SLOPE). EXCEPTIONS a.- A DOOR MAY BE OPEN AT A LANDING THAT IS NO MORE THAN 71/2 inches LOWER THAN THE FLOOR LEVEL PROVIDED THE DOOR DOES NOT SWING OVER THE LANDING. b.- SCREEN DOORS AND STORM DOORS MAY SWING OVER STAIRS, STAIRS OR LANDINGS. Ab Ago* ELEVATION NOTES I.- ASPHALT SHINGLES To MATCH EXIST'G. _2, STUCCO TO MATCH EXIST'G, 3, 2 x FASCIA TO MATCH EXIST'G. 1 f i. DOIIJYF�1 A6i (+I.Cw nnss��T :nnnu win ....... .... FOUNDATION VENTS CALC'S 78 sq 150= .52 x 144= 75 sq in REQ'D G. SCREEN'D FOUND'N VENT 12"x 6"= 72 sq inch NORTH SIDE: - pieces SOUTH SIDE: - pieces EAST SIDE: - pieces WEST SIDE: - pieces (18" x 24" found'n access) PROVIDED = - x 72= - + 432= 432 sq inch. 12 sq / 150— 1.41 x 144= 204 sq in REQ'D G. . SC2EEN'D F0UND'N VENT 12"x 6"- 72 sq inch NORTH SIDE: - pieces SOUTH SIDE: 3 pieces EAST SIDE: 3 pieces (18" x 24" found'n access) WEST SIDE: - pieces PROVIDED = 6 x 72= 432 + 432= 864 N inch 39�REEYD sq ft 150= 2.64 x 144= 380 sq in_REQ'D FOUND'N VENT 12"x 6"= 72 sq inch NORTH SIDE: - pieces SOUTH SIDE: 1 pieces (18" x 24" found'n access) EAST SIDE: 3 pieces WEST SIDE: 3 pieces PROVIDED = 7 x 72= 504 + 432= 936 sq inch ~FLOOR NOTE: a: DOUBLE JOISTS ARE REQUIRED UNDER PARALLEL BEARING PARTITIONS. b.- PIi DUCTS AND OTHER NON STRUCTURAL CONSTRUCTION SHALL NOT INTERFERE WITH ACESSARILITY TO OR WITHIN UNDERFLOOK AREA. -_, ....-_...__.._... —`-E3UNDATION NOTES ( i.) FLOOR SHEATING: USE 3/4 " STRUCTURAL If C-D OR C-C PLYWOOD, MINIMUM PANI.INDEX NUMBER (40/20) T & G, W/ 10 D @ 10"O.C. IN THE FIELD (UNBLOCKED U.NO.) . FACE GRAIN OF PLYWOOD SHALL; BE PERT: TO SUPPORTS. EXISTING 12"08", CONC. FOOT"G 3 NEW CONCRETE FOOTING 12"W x 18" D W/ G (1) #4 TOP& BOTTOM MIN. 24" L #4 RF'BAR DOWEL L 6" INTO EXISTIG FOOT"G TOP & BOTT W/ SIMP "EPDXY 12"x 6"G. 1. FOUNDATION VENT 0*YP) 6. 18"".x 24" G.I. FOUNDATION ACCESS, 7. GIRDER POCKET OR HANGER PER PLAN 8. g/8°' DIA x 10" L. ANCHOR BOLT (a)40" O.C. MAX . 12" FROM ENDS, MIN 2 PER FIELD" T' MIN ENBED W/ 2"x 2" x 3/16" PLATE WAHERS (TYP) NOTES; a. VERIFY HRDWR. LOCATION W/ FLOOR PIAN b. 'HOLD-DOWN ANCHORS MUST BE TIED IN PLACE PRIOR TO FOUNDATION INSPECTION c. SURFACE WATER WILL DRAIN AWAY FROM BUILDING d., HOLD-DOWN CONNECTOR BOLE'S INTO WOOD FRAMING REQUIRE APPROVED PLATE 't'4'A.SH.R,S. AND HOL-DOWNS SHALL BE TIGHTENED JUST ,PRIOR TO COVERING THE. WALL FRAMING e. ALL INTERIOR NON -BEARING WALLS W/ SHOT PINS. RANSET #3348 OR EQUIVALENT AT 36"O.C. UNLESS OTHERWISE NOTED. f. 5/8" DIA. A. B. MAY BE REPLACED BY 5/8"DIA THREADED RODS W/ 5 '/" EMBED, WITH -CIA -GEL 7000 EPDXY SYSTEM I:C.B.O. ER —4846 (OREQUIVALENT), AT THE SAME SPACING PER 2320. 11. 4 : CBC &MING FOOT'G x : NEW FOOT'G MCC LU Cm MAX MCC x _ 19C "MCC act " IN, _ F ' Y1?/::</1 ��.,� .. ?�': �yFt� 7 �+Sj � 5{taY✓ .. fN t' i)rt! �LS"r �� kY�.�}1 ; r e e - c.. ,.. .-.._.-• -..�4 � - �,.14 " {gay t'➢tY®tl{D tYm O®Y OWNER: ..e. � �9... y+� .yf�'? f. MR. .� mi JUAN -9806 r sj 6.6�Ft'Ir - - 3 DESCRIPTION OF JOB- 684 SO FT NEW ADD°N EXTENDED (E) LIV RM EXTER-0 $Ef 8DRM I & 2 5 Wl BATHR & W.I.C. 0 SQ FT NEW PORCH FOR ENTRY S E C "' T I (" D'k A, INO sC=1/4=1'-o`i DRAWN CHECKED DATE SCALE Joe IYO. SHEET Sil OF SHEETS __R PLAN TS 22 PER PLAN ■ ' C a STRUCTURAL N i 1 •'Ai 1 CANCFtETE UNLESS OTHERWISE NOTETI SHALL • 'tGULAR WEIGHT HARD ROCK 3 GRADE TYPE (15o Cll ;FTI AGREGATES SHALL BE NATURAL SAND AND ROCK CONFORMING TO ASTM JOIST, PURUNS 2" TO 4" WIDE, 6 DEEPER - No.1 C 33 WITH PROVEN SHRINK AGE CHARACTERiSITCS 0 LESS T14AN 0.05 %, BEAMS, PURUNS OVER 4' W1pE NO.1 SUBPURLINS 2" TO 4" WIDE, 6 & DEEPER No.1 ONCRETE SHALL BE. MlXEp fiND DELMERED IN ACCORDANCE WITH RSTM C= LEDGERS 2,- READY MIX G No. 2 94 PLACEMENT OF CONCRETE SHALL CONFORM TO ACI301, STUDS 2" x 4" OR 3" x 4" STUDS ST.fiD5 - 2' x 8" NO.1 S.CEMENT FOR ALL CONCRETE SHALL BE PORTLAND CEMENT TYPE V OR BLOW ALKALL POSTS 5" x 5" AND LARGER No.1 CONFORMING TO ASTM C"75o. SILLS, PLATES AND BLOCKING No. 2 4: MINIMUM COMPRESSIVE STRENG14T OF CONCRETE AT AGE OF 28 DAYS FOR, 4: SILLS AND PLATES IN CONTACT WITH CONCRETE OR MASONRY AND WITHIN 48" OF GROUND, SHALL BE PRESSURE TRESTED DOUGLAS FIR (PTOF) SILLS SHALL BE BOLTED TO FOOTINGS 2 SOO THE FOUNDATION WITH 518' DIAMETER x 10" LONG BOLTS AT 48" ON CENTER 12" MINIMUM PSI ' SLAB OR GRADL!- 2,500 PSI FROM ENDS OR TWO BOLTS MINIMUM PER PIECE, INLESS OTHERWISE NOTED. SIDEWALKS 2,000 PSi 8: STUD WALLS ABUTING A CONCRETE OR MASONRY WALL, SHALL BE BOLTED TO THE WALL WITH 5/8 ANCHOR BOLTS AT 24 01C 6: MAXIMUM SLUMP SHALL NOT EXCEED 4", g,_ ALL NON BEARING. STUD WALLS, SHALL BE 2" x STUDS AT i6" Oro WITH 5t8" GYP. BOARD L 6: CONCRETE SHALL BE MAINTAINED IN A MOIST CONDITION 'FOR. A MINIMUM OF 5 DAYS EACH SIDE, UNLESS OTHERWISE NOTED. AFTER PLACEMENT. ALTERNATIVE METODS WILL BE APPROVED !F SATISFACTORY PERFORMANCE CAN BE ASSURED. - - 7.- ALL STUD WALLS SHALL HAVE FULL HEIGHT 1" x 6" DIAGONAL LEFT -IN BRACES AT ENDS I.- ALL :REINFORCING STEEL ANCHOR BOLTS, DOWELLS AND OTHER INSERTS SHALL BE AT INTERVALS NOT EXCEEDING 25 FEET O/C UNLESS OTHERWISE NOTED ON PLANS, BRACES SECURELY FASTENED IN THE FORMS BEFORE CONCRETE IS POURED. ADEQUATE SHALL COVER A MINIMUM OF SiX STUD SPACES, CLEANOUTS SHALL BE PROVIDED IN BOTTOM OF CONCRETE FORMS FOR CLEANOUT AND INSPECTION: PROPER a.- 30M"NAILS SHALL BE USED. - - 9.• FIRE BLOCKING 2" x 114"THICK, SHALL BE PLACED IN STUD WALLS AT CEILING AND FLOOR 8- VIBRATION OF CONCRETE SHALL BE IN ACCORDANCE WITH THE GENERAL PROVISIONS `. OUTLINED IN PORTLAND CEMENT ASSOCIATION SPECIFICATIONS 5T"2& " . LEVELS AT EACH 1W HEIGHT OF STUDS AND BETWEEN STAIR STRINGERS AT SUPPORTS. 9.- EXPOSED CORNERS OF COLUMNS, BEAMS, WALLS, ETC., SHALL BE. FORMED WITH 1/ " 10, JOISTS SHALL BE BNLOCKED AT SUPPORTS AND BRIDGED OR BLOCKED AT INTERVALS g CHAMFERS UNLESS DETAILED OTHERWISE. OF V WHERE JOISTS ARE 2" x 12" OR DEEPER. .•°� .{ ! 70.- CONCRETE CONTRACTOR SHALL BE SUBMIT PROPOSED CONCRETE DESIGN MIX TO THE 1I: MAXIMUM UNSUPPORTE HEIGHT FOR NOWBEARING PARTITION SHALL BE: ARCHITECT AND ENGINEER OF RECORD, PRIOR TO STARTING THE WORK. 2" x 4'.t� 16" OtC UP TO 14'-0' . 2" x S"-C IS" O/C UP TO 2V-0" 11, NO WATER SHALL BE ADDED TO CONCRETE WITH -TEMPERATURE IN EXCESS OF 95 ° F, 2" x We 16" O/C UP TO 26''-0" I Z. WIRE MESH LAP (END & SIDE)) SHALL BE ONE FULL MESH -2 12- PROVIDE DOUBLE JOISTS UNDER PARALLEL BEARING PARTITION WALLS. FLYWQCC - _ 13: BOLTS HOLES IN WOOD MEMBERS SHALL BE A MINIMUM 1132" AND A MAXIMUM 1/16" LARGER THAN THE BOLT DIAMETER. 1: PLYWOOD SHEETS SHALL BE CDX CONFORMING TOPS I -%AND SHALL BE STAMPED WITH REINFORCING &TEFL THE DRPA GRADE OF THE AMERICAN PLYWOOD ASSOCIATION, UNLESS NOTED OTHERWISE ON THE PLANS. - 1. REINFORCING STEEL SHALL BE INTERMEDIATE GRADE DEFORMED, SEARS AS FOLLOWS: 2, EACH SHEET SHALL HAVE A MINIMUM AREA OF 8 $0. FT. WITH A MINIMUM DIMENSION OF FOOTING, SLAB ON GRADE, MASONRY AND BENT DOWELLS, TIES: 2 FEET, 1113 BAR AND SMALLER ASTM A- 615 GRADE 40 1114 BAR AND LARGER ASTM A- 615 GRADE SO 3: SEE FRAMING PLAN FOR DIAPHRAGM NAILING SHEDUL:E, NAILING SHALL BE INSPECTED 2, DEFORMATION OF REINFORCING SHALL BE IN ACCORDANCE WITH ASTM A.305-AND AND APPROVED BEFORE COVERING. BENDING IN ACCORDANCE WITH ACI-3M95. ,0 FOUNDATION NOTES 3: MINIMUM ONCRETE COVER OVER REINFORCING REBAR FOR: JFXCEPTAS NOTED OTHERWISE) 1: FOUNDATION HAS BEEN DESIGNED ASSUMING MINIMUM ALLOWABLE ROIL BEARING NOT EXPOSED TO WEATHER OR EARTH 1" PRESSURE PER 2001 UNIFORM BUILDING CODE SHALL BE AS FOLLOWS: EXPOSED TO EXPOSED TO EARTH WEATHER 2" 1 %" , CONTINUOUS FOOTING 1000 P.S.F. PILASTER, BEAM & COLUMN TIES 1 `6 " ISOLATED FOOTING 1,000 P.S.F. FORMED FOOTING AND WALL EXPOSED TO EARTH 2" UNIFORMED FOOTING AND WALL EXPOSED TO EARTH 3" 21 ALL FOOTINGS SHALL BE FOUNDED ON OR BELOW FIRM UNDISTURBED NATURAL SOIL OR SLAB ON GRADE 2' APPROVED COMPACTED FILL AND ADJACENT FINISH GRADE UNLESS NOTED OTHERWISE. 4, SPLICE IN CONCRETE:. 3.- ALL FOOTING SHALL BE CENTERED ON PLASTER AND/OR WALL AND COLUMN UNLESS MINIMUM OF 36 BAR DIAMETER OR 12' WICHEVER IS GREATER. p 0 THER4I+ISE NOTED. 4, FINISH FLOOR (F.F) EXCAVATION SHALL 6E AS NOTED ON GRADING PLANS. S.- WELDED WiRE FABRIC SHALL CONFORM TO ASTM A.185 AND 1-82. 0, ALL DETAILING OF REINFORCING SHALL CONFORM TO THE REQUIREMENTS OF ACI 31$-95 5. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL EXCAVATION PROCEDURES INCLUDING LAGGING, SHORING, AND PROTECTION OF ANY ADJACENT PROPERTY 7.-ALL REINFORCING STEEL, DOWELS" ANCHOR BOLTS. INSERTS. ETC. SHALL BE SECURED STRUCTURES, STREETS AND UTILITIES IN ACCORDANCE WILT{ ALL NATIONAL, STATE AND PLACE PRIOR TO PLACING ANY CONCRETE OR GROUT. LOCAL SAFETY ORDINANCES. 8: ALL REINFORCING STEEL SHALL CONFORM TO THE REQUIREMENTS OF ASTM A-M 6: ALL FOOTINGS SHALL BE FORMED TO MEET SIZES INDICATED ON DRAWINGS, DETAILS GRADE 60. AND/OR SHEDULES. 9: ALL REINFORCING BAR SENDS SHALL. BE MADE COLD. T: ALL FOOTINGS AND PIERS SHALL BE CENTERED UNDER THE BUILDING COLUMNS (UN.O.) 16- ALL REINFORCING BARS SHALL BE FREE FROM GREASE, RUST, MILL SCALE OR ANY $> ALL EXISTING UTILITIES THAT INTERFERE WITH THE STRUCTURAL FOUNDATIONS. SHALL OTHER FOREIGN MATERIAL WISH MAY AFFECT THE BARS ABILITY TO BOND TO THE MORTAR, BE REMOVED AND RELOCATED. I I. REINFORCEMENT THAT IS PARTIALLY EMBEDED IN CONCRETE SHALL NOT BE FIELD BENT 9, ALL PIPES, DUCTS AND CONDUITS WITHIN THE SPHERE OF INFLUENCE OF THE FOOTING EXCEPT AS SPECIFICALLY DETAILED IN THESE DRAWINGS OR WITHOUT THE WRITTEN (THE PRESSURE ZONE, EXTENDING BELOW THE FOOTING, BASED ON A 2 HORIZONTAL TO i APPROVAL OF THE ENGINEER OF RECORD. VERT4CAL SLOPE) SHALL BE SLEEVED THROUGH CONCRETE CAST -IN -PLACE AT THE FOUNDATION POUR, 12.-ALL REINFORCING STEEL SHALL BE PROVIDED AT ALL POUR JOINTS ON THE DRAWINGS, WHERE LAP AND/OR SPLICE LOCATIONS ARE NOT SPECIFICALLY INIDICATED, PROVIDE 16- FOUNDATION MAY BE SUBJECT TO TRLICTURAL REVISION IN THE FIELD DUE THE CLASS 'C' SPLICE PER SCHEDULE, ALL SPLICE LOCATIONS SHALL BE CLEARLY SHOWN ON ; POSSIBLE VARYING SUBSURFACE CONDITIONS. SHOP DRAWINGS AND APPROVED BY ENGINEER OF RECORD BEFORE FABRICATION, LUMBER 13- PLACING TOLERANCES AND BAR SUPPORTS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR REINFORCING CONCRETE CONSTRUCTION BY WCRSI. .:. 1: ALL LUMBER- SHALL BE GRADE MARKED DOUGLAS FIRLARCH CONFORMING TO DIVISION - . . r 23 (2001 C;B.C). - 14,- CLEARANCE BETWEEN PARALLEL SAMSIN A LAYER SHALL NOT BE LESS THAN 1' NOR .I BAR OLA NOR Lae MAX AGRAGATE SIZE. 2,- RAFTER, SEAMS,;PURLJNS SHALL BE DOUGLAS FIR'NO. UNLESS OTHERWISE NOTED. BARS IN SECOND LAYER SHALL BE DIRECTLY ABOVE BARS IN FIRST .LAYER, MIN DISTANCE .. I BETWEEN LAYERS 1" - - . " ROOF DIAPHRAGMS NAILING TO,,E EXPECTED BEFORE COVERING. FACE GRAMbF PLYWOOD SHALL BE PERPENDICULAR TO S' UPPORTS" :[ TIC Y Elul T. LL' LC S a ., /150= .52 x 144= 75 sq in REQUIRED 1.-24rr o dormer vent 3.1416x144/2= 226 sq inch j 1 pieces x 226= 226 sq in 2. -(3) 2rro holes EAVE VENT= 9 SQ IN At NORTH SIDE - pieces At SOUTH SIDE - pieces At EAST SIDE 3 pieces At WEST SIDE - pieces 3 pieces (9) = 27 sq inch OTAL.=253 sq inch PROVIDED 1 I 212 F. /150= 1.4 x 144= 204 sq in REQUIRED III 1. -(3) 2rro holes EAVE VENT= 9 SQ IN At NORTH SIDE - pieces At SOUTH SIDE 7 pieces At EAST SIDE 16 pieces At WEST SIDE - pieces 23 pieces (9) = 207 sq inch OTAL.=207 sq inch PROVIDED 396 F. /150= 2.6 x 144= 380 sq in REQUIRED 1. -(3) 2rro holes EAVE VENT= 9 SQ IN At NORTH SIDE - pieces At SOUTH SIDE 14 pieces At EAST SIDE 17 pieces At WEST SIDE 17 pieces 48 pieces (9) = 432 sq inch TOTAL.=432.,sq, inch PROVIDED FRAMING NOTES_ PROVIDE ROOF RADIANT BARRIER PER TITLE 24 AT ROOF SHEATHING ROOF SHEATHING V2" CDX PLYWOOD (32!16) OR OSB, UNBLOCKED DIAPHRAGM. W/ NAILING- 8d 6" O.C. SUPPORTED ENDS & BOUNDARY 8d 12" O.C. FIEL D. 'USE (8) 16d @ TOP PL T . CHORD SPLICE W/ ST6224 (USE 1X6 SOEiD SHEATHING 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. INHERE DOUBLE 2x SOLE PLATES ARE USED, (PROVIDE PROGRESSIVE NAILING. 4, ALL NAILS ARE COMMON NAILS. 5. Ai_;_ STUDS @ 16" O.C. MAXIMUM. 6, ALL LAG BOLTS (LB) TO BE 8" LONG INSTALLED WITH PILOT HOLE AND WRENCH. 7. ;FRAMING MEMBERS OR BLOCKING SHALL BE PROVIDED A'7 ALL EDGES OF ALL PLWW'D SHEETS IN SHEAR WAii 8. ALL PLYWOOD PANELS SHALL BE MANUFACTURED USiNG EXTERIOR GLUE. 0. 2 LAYERS OF 15* FELT SHALL BE USED AT ALL STUCCO APPLIED OVER PLYWOOD. it 12 10, SEE DETAILS SC>I S01 FOR ALLOWED BORING AND NOTCHING OF STUDS AND JOISTS 13 11- SEE DET. 8C?1 FOR TYP, EXTERIOR 4) WALL FRAMING 12, MIN. 2X6 STUDS @ 16" O.C. AT PLUMBING WALLS. 13. .ROOF DIAPHRAGM NAILING TO BE INSPECTED BEFORE COVERING. FACE GRAIN OF FLY WOOD SHALL BE- PERPENDICULAR TO SUPPORTS 14. DOUBLE JOIST ARE REQUIRED UNDER PARALLEL BEARING PARTITIONS BRACING PANEL PER 2320.11,4 .CSC 3t8 " C-D, C-C PLYW'GX SLKD. W1 6d Q 6" O.G. EN. 4 12" D.G. F.N. 2X P,T,DFR. SILL CONNECTION W1 5S16"m . A.B. 6 36" O.C. TOP ANCHORAGE WITH A-38 0 16" O.C. - y 111L. Ys t i hl DRAWN CHECKED DATE SCALE JOB NO. SHEET OF SHEETS HIP BEAM� 3 s 1- (E) ROOF SHT'G 2- E .N. I 3- 2X BLOCKING CAI T-: i 4- 2X CONT, SHAPELY W/ 16d 6° O.C. TO BLOCK- OR- WITH b OR `NGD' 2- 16d NAILS TO EACH RAFTER T' EMBEDEMENT IN LIEU Or 2X BLOCKING. 5- 2X RAFTER 'CALIFORNIX t FRAMED 6- PLYW D SH T `G PER PLAN f 'CALIFORNIA' FRAMED a IRDER, HANGER C—a-) ROOF EW FNT �.. 1 Y FPA to x EXISTING SLAB NEW SLAB L 4" 12" \ 3 5 C T�> A µF DRILL 9/16"MIN N #4 REBAR- HOLE FILL W/EPDXY DOWELS 0- GROUT & INSERT DOWEL *.NO SPECIAL INSPECTION 2q."p°C L g { 0 ALTERNATE: USE 1/2'IS REO'D. FOR EPDXY INzi 0 4 REDHEADS & THRD'D ROD THIS APPLICATION, j j I- 2X STUD WALL PER PLANAT SAS � 2- 2X4 LT, 3- SHEAR WALL WHERE OCCURS r DRILL SLANT HOLES REBAR DOWELS 4- 2X SLK'G OR AY GE M t° EXSST`G N SAME SIZE Ec { RIM JST.. z 1/16* OVER DIA OF SPACING AS � 1 714 1285 1 1 2 I BAR FILL .W/EPDXY >e 5-" PLYW'EJ as IEAT`G IER GROUT 6" 24 MIN FOOTINGS PLAN O/ 2X FLR. JS T . 2017 W . A I_ C O AV-E. PER PLAN W/ R-19 INS. � S A N T A A N A 77 .._ . .._.. _,_. a :a+ •4 CALIFORNIA 9Z7O3 G,I, MUDSCREED AT EXT, WALLS 0 MAC I E I.. A L O M S N. C O M 7- A-35 @ 16" O.C. 2 u- 2X4 P.T. D.F MUDSILL W/ A.B. REVISIONS PER PLAN W/ 2;/2"X272" X ul to .5 ` ,,.- I14" THK. PLATE WASHER O !! - 9- CONCRETE FTN'G PER PLAN ir 0 � -- AT FOOTiNS 15" MIN 10- (1) 04 RESAR TOP & SOT, � t2I33 I r14 2)IsCZ) d _ 0 EXTERIOR FOOTING w _,.. 4'`..,,_ " (2) 16d STUD ,� at d. AA 1 OP PL T. EXI5TING FAR 5i-,T C Cs f Simi ._--- MAX / I. 'SIMP' EPDXY -TIE TO E z a WALL / FLR JST. PER PLAN I RFB 65X8 W/5" MIN, O A.I- 24 ACE (3) 16d E.N.. T YP, RIM'R & STUDS (2) 16d E.N. MB TO 2X SILL TYP„ Id T.N. Q DE STUD LT. 70 --____--.,,_______ -__ _.� -a S l FLR: J016T z U�` F=ER PI=� � F �j EXIS EMBEL7MENT 13EPTH TO CONC. AT I A, t/2° MIN. Ia PROVIDE IX6 LET IN FROM END, 12 MIN. g a E3f2AC'G (IF NO SI II:AR I FROM EDGE. SPACED PER WALLS OCCUR)(0 60 3 � FCIUNDATION PLAN SITE MAX. @ 45' MIN. W/ w W 2. EXISTING CONC. FOOTING (3) 8d EA. END & EA. STUD BRACE E.A. � � 0 � 3. END RIM, JST, OR BLI�'G a CORNER P 25' O.C. MAX. f 4 1 4. 16" LONG 2X SHIM OR 4. PROVIDE. 2X FIRE. � 2X BLOCK acl � BLOCK WHERE WAILS 2 .- -� O EXCEED 10' H, & AT ALL., 6 1- 4X4 POST WHERE � CL'G & SOFFIT LINES OCCURS W/ STS215 ,. �t EA, SIDE __ I 2X STUDS 2 ; 5 _ ? htDiES= � 2- FLR. SHEATINta PER z Q 16`, O.C. �, > A. BRILL HOLES PER mANOF, SPECS, PLAN (3l 2XE2 r ,J. U 2X P,T,D-F.' SII..L P1.1.. _ _I.?_..i, .._.; 1_ s/4== MIN. S. A307 THREATEO RODS W/ SIMPSON i � 16`° D.C.. WI` ;�-19 IRIS WI`%" DIA. ANCHOR � � SET EPDXY' IC90 a527S - a- 2-2X BLK'G � BOLTS WI 7" EMBED-T L... �.. ..n .� 4- 4X GIRDER PER PLAN PER FOUNDATION PLAN. I 5- A- 35 EA. SIDE � PROVIDE: A, B. _ 3 Q 6'-0" O-C. & 4%2 6- e3"X 8" X2" P.T. PLATE MIN. I i2" MAX. FRM. W/ �A" DIA A..B. O SILL END. j 7 CONC. PIER 18" 8-4X4 CRIPPLE POST w W/ 2- A35F" TO GIRDER x i BEARING ALL c i.F R CONNECTION (?P EXTERIOR10 A.-�. A�'" �,XI�T�Nta F�h�l C� ���R��"� �1�� 1.."�._4.° 0 '. ` 1 1 (�j jam''''^' \j�/ }f f�```Y�� �/+'�'.�� [[[.��. T FRAMING ,r��^ Y° a = .. }'1== .'` , t}LITER Its o MIDDI..E. I/3 0U ER 1/3 CF` SPAN � Of' SPAN � OF S47AN ONLY A r rnr) no Onr kin n,nrnurr !xT 'MP OP R04 r 1 �GUtfli:. , 1YK Hom Hm Hou HDOA .HD10A ° 2-5/4 2-3/ "/4 3-•7/6 =4-7/d H8 41 516a8 SO 2 1/ 3" 13 1/ 1/2 3 1 2" CL 1 1 a `a 0, 1/11 2 a 1 2 1 as So 1/4 1/2 /4. /4" 31e 16 20 28 28 28 r 12- 16" 24" 2e 24" 20 1 24 344 34 34 wLe am 16% 2V 21r 26" 2r 2775 4010 5100 7460 OW 2M 4010 $too 74$4 am it " A44 pr,'I"" I1 2 B.N. �I _ _ trit_UIiE_ E W LQAtliiFl. �41t PfJ47 9ZE 0R , _ hL S]i tNYIS SitAtf fIE 3- (5)- 16d RFTR. TIE { 2- B N F SHEATHING PER FLAN 4- 2X BLK'G W/ A-35 _... 3- 2X RIDGE BOAR #id1E. r s Z� 4- PLYW'13 ROOF SII 16' O.C.. U.N.O. JX I Aft{�I..?._' BORING RAFTERS PER PLAN a'rwlt wlnnl taoR 5/b`s � a'�I wmx �'/e'I► BORE DIA: el" �G1t 5- 2x CEILING JST. w ; ht/ MIN, ` 2X4 TIES LSE 48" O.C. IN 4`tIR taotrc. o g TOP PLATE PER PLAN ry IN THE LOWER 1I3 AND p 8di 1I8tI FOR ► �1 P MR SMW A _ D „ SEE SHEAR WALL SCHED. 7- 3- 16d TYPE I- ti- 7- 2x STUDS 1� PLAN , 8 L / - F't1f? SHEAR TRANSFER � FRACTION E ef1...tJYY 1�# w.a , a OR Wt3. BM. PE L SHEAR WALLS . 2X6 2Xt3 2Xi0 2Xi?. 'l..Xi4 s TCi RAFTER TES R � z (�-t�`��"#"-tea PLAN, Ali, W 4 1FSd 8- SHEAR WALL PER PLAN OF JOIST___ __. - 2001 CBC ' ? „ _ Il ._ _t _ _ A _. _f WHERE OCCURS D/6" _� Mai' i/� _.. i f _ 2/i#. C1 32 i a ` 14/ 434-9806 -_.. SECTION 2 0 8 f f4 I� . . SHEAR TRA�lSFER CH JOIST RIDGE < p �i N1J z AT 19 ..mom DESCROPTION OF JOB: Ems684 SO FT NEW AOWN EXTENDED49 EXTE., 2 r„ .. ja wall §°D �d I d - BORED HOLES MAX 40I. C}f STUD � z a���� �r� �D�I� h WIDTH 0 BEARING WALLS, 60/ MAX. � NEW � PORCH W.B.C. ENTRY � Irin� 40 SHR. WALL ROOF[ SEE 10 NON -BEARING WALLS. _ WHERE OCCURS1 BLO. PAPER cat G.I. 3� PLAN I lJ WD. POST W/ �` S.N. 2 WC GALLEY FLASWINCa `'ia" MIN_ r SIMP 'HTT22' dr CRlIrtPEd E�asEB _ n. N0I'CHES- MAX. DEP'IH 25/. OF STUD EXISTING EXISTING -WITH SST824- WIDTH BEARING WAILS, 40l. MAX. OR NEW 4 E N 5 OR NEW C E @ NON -BEARING WALLS. PER PLAN PER PLAN O -4:-Ai,,-J �t7 0 ....,TEAR C HIr it0I c , SITU 3 t} T� c. f �� � �r f�(1 _.._ ..w,...., .... ._ ;.. ......,,� ,,.figg €�^�,., , F a i RAFTER 1=''7K. ~i_t�iti: (®l�� �� P.T.D.F rd SILL PLT b `:� Id3�It g tr; - <aN 9 1- '=iX STUD WALL A, WHERE {J C AT�•W _ 2 L z T _ t' SHEAR WALL WHERE OCCUR' } FRACTION _ 2X4 2X6 2XS Ncare No�clf I> evsat ' o ;� F.O. 4- 2X BLK'G OR FLOOR JST Q W _._. ., ;v; : •.y " a _ -, 4 4 I _ PLANT OI 2X FLR. JST. _ OF STUD NET It1 OCCUR ON SAME I I ( I I u N 5- PLYW'D SHEAT'G PER DRAWN: a2A �x�t ��, 25'l. t} /� STUD of e 17 -� 4 % 1 „ 21 ,.,_ H T R. - i PER;;PLAN WI R-1$ INS. AT EA. 510 o D Is la e =1 I ( - 2x a 4c° 16 D.C. CHECKED: f.„31/4" _...41 fq° o ' , AT PARALLEL F.J. „. 6Qt. [�_ .... 2" -.p oa 7- A-35 14 18„ O.C. 2QQi CI3C h, . W 1, SECTION 2320. ,9 �S2Q.1 . � ii WI S/ _ { 11 - 1 tt3 DATE; FRAi~I PER �§ '-- i b $� 2X4 :P.T. D.F MUi)SlLL STRUCT,! e a 1, X 1O" L. A.B. PER PLAN WI JOB NO. 21 e (E) MIN 14z THKxPLATE WASHER , `7 _ a_ rf1NrRFTF F%N'G PER PLAN 5 FHFFT MJMRER- p EpAll BY: CERTIFICATE OF COMPLIANCE: RESIDENTIAL (Page 1 of 3) CFw1R 1 10,4P Date I'rojeot i le �'�� ___=-",-__�`_.__ � � Y -.-� Buitdiag l?eid►it# Project.AddressINC . Plan Chad-f D—* Docit tatxozl Author Tel ?none Fiend Check! Date Co lance ethod (Package or Computer) climate Zone oroemeat Agency Um04ly ENI�RAL 'I`It7N Total Conditioned Floor Area �' ftx Average Ceiling Height: � fi Vi Z Conditioned Slab Floor Area � Building Type: _...._-..� Single Family Addition (check one or snore) Multi -Family Existing -Plus -Addition d► Front Orientation: 0 North South ! East 1 West !.All Orientations in one orientation in degrees tr m True Notch and circle one) Number of Stories-4--- Number of Dwelling Units: Floor Construction Type: 81a se d F or (circle One or both) ILANT` BAiRRiER 'xe itil ed 1t1 climate zones 2 4 8-1 5 Required fox this subtnit#al`y oss r10 �' ( D1N VF lei ,ATION Component Type Wall Frame Type wd woad stl = steel Cavity Insulation R Value Sheathing Instllati©n R-Value Total R Value' Assembly UPactor LticatiorllCarnlrlertts (attic, garage, typical, etc.) Wall Roof Roof -- Floor' Floor y .. .._ . _ , x vaiar.ha rT xnv t„r urp not renuired t)r a woo fCamed wall that meets 08tYitJ(T2-value Slab Edge motion rcauiter pleb fox the Pre riotive packatze A. t R l! Oxien- _ Cation Area fi Fenestrration U Factor . 40. Fenestration SHOIC 6a Exterior S Att. Overhangs! Fins Fenestration_ #Pi 1Pos. Front Front Left Left Rear 1Zight RightAe rr— _ —Tu—gust 2001 -, (Page 1 oft) MF-1R lrlote: Lowrise residential buildings subject to the standards must contain these ossores 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 fedures noted shall be considered by all parties as minimum component performance specifications for the mandatory mosatttes whetherthey are shown elsewhere in the documents or on this checklist only. hn4r:s vuben comulded or entie NlA if not applicable. 2iiau ii{/{AViiil• vawwww v«--M_-�---i-i--_ _-. DESIGNER ENFORCEMENT DESCRIPTION Buimiing Envelope Measures: up A349 * § 150(a): Minimum RceiiinK insulation. § I50(b): Loose fill insulation manufacturer's labeled R-Vaha A u 4150(0. Miniumum Ei wail insulation in wood framed walls or equivalent U-Nactor in meal tame walls does riot to or mass walls . • e § 150(d): Minimum R- raised floor insulation in framed floors.------------------ $150(i) : Slab edge insulation- water absorption rate no greater than 0.3%, water vapor transmission rate no Dater than 2.0 Permlineh. ------ § 118: insulation specified or installed meets insulation quality Standards, Indicate type and 4orm. $116-1 y: Fmostmtion products; Exterdor boors, and InfilnationtFxfrleration Conirets 1, Mors and windows botween conditioned and unconditioned spaces designed to limit air leakage. r % Z Fenestration products (except field -fabricated) have label with certified 13-Factor, certified Solar Host Clain Coefficient (SHOC), and infiltration Certification. 3. Exterior doors and windows weuthorstripped: all joints and peeetratzenS caulked and sealed• g 150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. § 150(pj Special infiltration barrier installed to Comply with § 131 moats Commission quality Standards. § 150(e): Installation of Fireplaces, I)acorative Gas Appliances and Gas Logs. 1. Masonry and factory -built fireplaces have: I a. Closeable metal or glass door b. Outside air intake with damper and Control o. Flue damper and control 2, No continuous burning gas pilot lights allowed, Space Condit%niug; Water coating and Plumbing System lNJleasures: § 110-113: HIVAC equipment, water heaters. showerheads and faucets certified by the Commission. § 150(h): Heating and/or cooling loads calculated in accordance with ASMAE, SMAC:NA OR ACCA. § i S0(i): Setback thermostat on all applicableheating audler cooling systems. § 1506. 1 Pipe and tank 'insulation 1. Storage gas water heaters rated with an FanergY Factor less than 0.58 must be errtarnany 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-d 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 internalietternal insulation. 4. All buried or exposed piping insulated in recirculating sections of hot water systems. 5. Cooling system piping below 55aF insulated. ratnenn in!eutaiesi hetween beatins- source .and indirect hot water tank, _.. .---.- CERTIFICATE OF COMPLIANCE: RESIDENTIAL (Page 2 of 3) CSC+ 1 44 I ptrojecf 1 Date OVAC SYSTEMS ote: elan y ronl a or combined hydfonic data udder Water Heating systems, except Design Heating Load. .Distribution Minimum Type and Duct or Heat rump Heating lEgwy mend TYIm (furnace, heat Efficiency Location Piping Thermostat Configuration err due alto etc. R-Value Type it or ack e 2 Minimum Duct w Heat Pump Cooling Equipment. Type {air conditioner, Efficiency Location Duct Thermostat Configuration !neat 81, Si1BR . at eti . R-•value . e s tit or a SIEALED DUCTS stud TXVs far Alterl>xataive lllslulres 0 Sealed Ducts (all climate zones) (Installer testing and cettit%ation and HBO iderfeeld verification requited). © TXVs, readily accessible (olimate zones 2 and 8-15 oniy) (installorteatingand 'rsrtifreation and HERS Rater or field verification myuiral) p Refrigerant Chargell Flow (climato zones 2 and 8-15 only) (?parader tasting and certification and VIERS Rater or field verification required) OR D Alternative to Sealed Ducts and TXVs (see Package C or D Alternative package Features for project Climate Zone) Climate ?.,one Window SHOO Window U-Factor SEER Heating WATER HEATING SYSTEMS Energy' External Rated, Tank Factor or 'Tank Water Heater Distribution Number Input (kw Capacity Recovery Standby ` Insulation. T T in 5 stem orBtulltr) ono Eff"lciene Loss /o R-Value , I. for small gas storage water heaters (ratod inputs of tom than or equal to 75,000 Bnilik , electdo resistance, and heat pump water heaters, list Energy Factor. For large gas storage water heaters (roodinput of greater than 75,000 Btul butt Heated Input, Recovery I;fficioncy and Standby Loss. For instantaneous gas water heaters, list rated input and recovery efficiencies, SPECIAL )FEATURES d extra is eats if necess . Package C and D: TXVs, Sealed Ducts, Radiant Barriers (see installation requirements for radiant barriers in Section 8.13 of the 2001 Residential Manual). ?Package C. thermal mass (thermal mass type, covering, thickness and description). Compliance Forms August 2001 I MANDATORY MEASURES CHECKLIST: RESIDENTIAL (Page 2 of 2) MF-1-K buildings subject to Notts: Lowrriresidential the Standards must contain these measures regardless of the compliance approach used. by more stringent compliance t equirement listed an the Certificate of Items marked with an asterisk M may be superseded Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all patties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this cheedtlistonly. CERTIFICATE OF COMPLIANCE:s I]D a- (fte 31 1 Date .oject t i 1PL�A.NCE S 3 A,i EMEW it This certificate of compliance lists the building features and performance specifications needed to comply with Title 24, Parts l 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 oo plitS ng duct sealing and TXVs requires installer testingand codification and field verification by an approved rater. Designer or Owner (per Business and Professions Code) Documentation Author Name: i..i Name: Title/Firm. Titlellirrn: ...-e Address: 2.1t� 4� " , ..• Address: 20 `-�' , O �� ,,_.. T Telephone:"` ephone: `Y�� ;���T'x• 2i } e (date) Enforcement Agency Name: Title:�il_ Agency: Telephone:� (err (date) r.,..,a...,n+.....n• Ohaw.lr nr, initial Arinllcable boxes when completed or enter N/A 1f not applicable. _ I: DESIGNER ENFORCEMENT Dl39CR1pTI0N _ Space Conditioning, Water Rating and Plumbing System Measures: (continued) e 615o(my Ductsand?Gana 1, All ducts and plenums installed, scaled 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 scaled with mastic, tape, aerosol sealant, or other duct-olosure system that meett$ the applicable requirements of Ul,181, CJL 181A, or UL I IB, If mastic or tape is used to soar openings greater than 1/4 inch, the combination of mastic and either mesh or tape shall be used. Building air: Joints and seams of duct systems and their " cavities shall not be used for conveying conditioned components shall not be seated with cloth back rubber adhesive duct tapes unless such tapelig used in combination with mastic -and drawbands. 2, Building cavities, support platforms for air handlers, and plenums defined or constructed with materials other than seated sheet metal, duct board or flexible duct shalt not be used for ootweying conditioned air. Building Cavities and support platforms may contain ducts. Ducts installed in cavities and supcxt ba to cause reductions in the cross -sectional area of the ducts. platforms she)) not compressed 3. Joints and scams of duct system and their oompnonts shall not be sealed with cloth back tubber 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 shalt be protected from damage, including that due to Sunlight, moisture, equipment tnaintenanee, 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, foam insulation shall be protected as above or painted with a coating that is or plastic *over. Cellular water retardant and provides shielding from solar radiation that can cause degradation of the material §114'. Pool and Spa H 01161 g,Systcros and Equipment. t. Syatom is certified with 78 % thermal efdioictill on -off switch, weatherproof operating iristructians, no otectrie resistance heating and no pilot light. 2. System is installed with' a. At least W of pipe between filter and treater for future solar heating. h. Cover for outdoor pools or outdoor spas, 3. pool system has directional inlets and a circuital pump time switch. § l 15; Cias fired Coal Masi pool heaters, spa boaters or hoetseltold cooking 40131100 have no Nan-eteatticai cools a 'anoca whit ' ot1508talhr contimsoust but lot on: §d 18 (f): Cool Roof material meet Specified criteria w Lighting Measures: §1so, {k)1.:I..uminairesfor general lighting J ... ....�....,.........._ or gteaterfor general lighting in kitehcus, Tins general lighting shall be cim 'tad by a switch on a readily accessible lighting Central panel at an entrance to the kitchon. §150 (k)2,: Rooms with a shower or bathtub must have either at least one luttdnains with lamps with an efficacy, of40lumons/watt Orgxaater switched at the entrance to the roam or ono oftho alternatives to this �f requirement allowed in § 150(k}2., and incandescent recessed ceiling fixtures ate IC (Insulation cover) . Compliance Forms August 2001 Compliance Fortes August 2001 a / I ' r � .........,.. �. _... _...__._,....._.. �.�....,..........,-. t 714 ! 286 1121 2017 W. Al -co Ave. S^NTA ANA C^L1FORNIA 9270'«!i M+ACtsL At, OMEN. COM REVISIONS iw D , L rc D U Z 0 0 0 at tJU Z 0 W Z 0 to n ut - x F a 1-- Z 0 t= U. N 0 LU x m w to t~ n to te n 0 w to 0 t CM tit ttoz k i NA fir 2 iIG a tx 3 dui OWNER: 0 MR to JUAN TERRONES 0 PH # 7141434-9�6 0 Q 0 Z 0 0 0i 0 X W Z KC