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HomeMy WebLinkAbout10150942.pdf7'-10" 110` 45'-2" PROPERTY LINE 2 PROPER ./ J r „ I— �� ✓ �` a LL' W W v W Ae Cj w 2 W EXISTING ROOF CT� co rS w (E) ONE STORY w „ 935.45 sqf w (N) ADDITION N W 5 498.34s j W 2 �w Qqf It W M W c7 v 4 Z LLJ v- v- -,,- v v ., w .�, �: .. .r. w v <, W w w w w �• v. y Ln. w +I� W v v a w v ., v .,� v v w .. ., G .. ., r v w w W u , 1 ., .. �. w u .. �. �. v ✓ ✓ �. ., _ u .. �. v v v w w � f'� l i v v �t� v.' v. +:v v-- u. 1. .� :- .. .. .. v v .� v (('� v ♦ w v. .� I+ •v w v LI / w v.' ,V w .� � v v v a, .!� ✓ ... v �:� y �L Y v v r�:� Y v r .. ✓ ✓ _ v V < w a . ., w v u , t � r �. , v� ♦ ✓ Y n :v ✓ v. , �. v ., s • .. PROPERTY LINE ROPERTY LINE ____16/-9„ 51'-10" 21'-5„ 20' BEST MANAGEMENT PRACTICES FOR CONSTRUCTION ACTIVITIES L) ALL PERSONS WORKING AT THE SIDE SHOULD ❑BTAIN, READ AND UNDERSTAND THE BEST MANAGEMENT PRACTICES PAMPHLET FOR THE TYPE(S) OF CONSTRUCTION BEING 2,) STOCKPILES OF SOIL, DEMOLITION DEBRIS,CEMENT, SAND,TOP SOIL, ETC, MUST BE COVERED WITH A WATERPROOF- MATERIALS OR BERMED TO PREVENTS BEING WASHED OFF- SITE, 3,) FUELS, OILS, PAINTS, SOLVENTS, AND OTHER LIQUID MATERIALS MUST BE KEPT INSIDE BERMED AREAS, SPILLS MUST NOT BE WASHED TO THE STREET, 4,) WASTE CONCRETE MUST NOT BE WASHED INTO STREET, STORM DRAIN CATCH BASINS, OR PUBLIC RIGHT—OF—WAY, ALL DUST AND SLURRY FROM COMCRETE CUTTING MUST BE REMOVED USING A WET —DRY VACUUM OR AQUIVALENT, 5J TRASH AND OTHER CONSTRUCTION SOLID WASTES MUST BE PLACED IN A COVERED TRASH RECEPTACLE, 6J ERODED SOIL FROM DISTURBED SLOPES MUST BE CONTAINED USING BERMS, SILF FENCES, SEETING BASINS, OR GOOD EROSION MANAGEMENT PRACTICES SUCH AS RESEEDING. 7,) WASH WATER FROM CLEANING CONSTRUCTION VEHICLES AND EQUIPMENT MUST BE KEPT ON —SIDE WITHIN A CONTAINMENT AREA, 110, 2125 CIVIC CENTER DR. PLOT PLAN GENERAL NOTE L) ALL WORKS AND MATERIALS IN THIS PROJECT SHALL COMPLY WITH THE 2001 CDC, CMC, CPC, 1999 NEC, SANTA ANA MUNICIPA! CODE AND 2001 T-24 ENERGY CONSERVATION AND OR DISABLED ACCESS REQUIREMENTS, 2,) IN ADDITION TO THE REQUIREMENTS OF SECTION 106,4,4, EVERY PERMIT ISSUED SHALL EXPIRE AND BECOME NULL AND VOID IF THE BUILDING OR WORK AUTHORIZED BY SUCH PERMIT IS NOT COMPLETED WITHIN TWO YEARS FROM THE DATE OF ISSUANCE OF SAID PERMIT, 3,) ALL PROPERTY LINES, EASEMENTS, PROPOSED AND EXISTING STRUCTURES, OVERHEAD POWER LINES, AND ABANDONED OIL WELLS, CESSPOOLS, AND SEPTIC TANKS ARE SHOWN ON THE PLANS, 4,) ALL CONSTRUCTION ACTIVITY SHALL BE PROHIBITED, EXCEPT BETWEEN HOURS OF 7;00 A,M, AND 6:00 P.M, ON MONDAYS, TUESDAYS, WEDNESDAYS, THURSDAYS, AND FRIDAYS AND BETWEEN THE HOURS OF 9:00 A,M, AND 5:00 P,M, ON SATURDAYS, THERE SHALL BE NO CONSTRCCTION ACTIVITY BETWEEN THE HOURS OF 6:00 P,M, AND 7:00 A,M, MONDAY THROUGH FRIDAY, AND BETWEEN 5:00 P.M AND 9:00 A.M. ON SATURDAYS, NO CONSTRUCTION ACTIVITY SHALL BE PERMITTED ON SUNDAYS, MEMORIAL DAY, INDEPENDENCE DAY , LABOR DAY,THANKSGIVING DAY, CHRISTMAS DAY, AND NEW YEAR'S DAY, 5,) AT LEAST TWO SIGNS, WEATHER PROOF, 12"X18" MINIMUM SHALL BE POSTED ON THE CONSTRUCTION SITE SHOWING WORKING HOURSM, NAME AND EMERGENCY PHONE NUMBER OF THE CONTRACTOR, 6,) PROVIDE A CONSTRUCTION FENCE AND OR CANOPY PER SEC, 3303, CDC AT PUBLIC RIGHT--OF—WAY FOR PEDESTRIANS PROTECTION IF ANY WORK TO BE PERFORMED ON ANY BUILDING OR STRUCTURE ADJACENT TO PUBLIC RIGHT —OF—WAY, 7,) NO CHANGES SHALL BE MADE ON PLANS WHETHER INTERIOR OR EXTERIOR OF THE STRUCTURE WITHOUT WRITTEN APPROVAL FROM THE PLANNING AND BUILDING DIVISIONS, 8,) THE APPROVAL OF PLANS, SPECIFICATIONS AND CALCULATIONS DOES NOT PERMIT THE VIOLATION OF ANY SECTIONS OF THE BUILDING CODE, OR OTHER CITY ORDINANCES, STATE OR FEDERAL LAWS, 9,) VERIFY THE REQUIRED SMOKE DETECTOR IN EACH FLOOR AND SLEEPING ROOM ?i AREA CALCULATION ZONING= ...................:......................... RI -I LOT AREA=....:............................I........ 4,950.00 Sca.FT. BUILDING ON LOT= ........... I ..................... I TYPICAL HOUSE: (E) HOUSE = ...... (LIVABLE) 935.05 Sa.FT. (E) ONE CAR GARAGE = ..... 257.82 SQ.FT. PROPOSED ADDITION = ..... 498.30 SQ.FT. ATTIC VENTILATION ATTIC NEW AREA 498,3 Sq fT 1/150 OF AREA 3,32 Sq fT 9" X 3" ROOF RAFTER VENT 0.55 Sq Ft PROVIDE (2) DORMER MIN, 1.10 Sq Ft 14' X 18'GI VENT 2,52 Sq Ft PROVIDE (1) VENTS MIN, 2,52 Sq Ft AREA PROVIDED (1 GI VENT + 2 DORMER ) 3,62 Sq Ft AREA PROVIDED IS GREATER THAN REQ°D, 1.— UNDERGROUND UTILITIES SHALL BE REQUIRED FOR THIS PROJECT. 2.— TO PREPARE, THIS PROJECT WAS BASED IN 2001 CBC. ALL DIMENSIONS AND EXISTING CONDITIONS TO BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 737 E LADERA ST Pasadena, Ca. 91104 tel. (213) 842 5033 r fr% PINE CREST CONSTRUCTION LIC.# 860668 EXISTING AND date issued for: Project SHEET No 2005 -11501 g date 16 09/23/05 Drawn by Scale Leonardo Parra 1/8" =1' zr (N) LANDING> 6'x3' (N) LANDING 3'x3' The floor or Landing' hatt, not be The floor or landing shall not be more than one -inch tower than the more than one -inch tower than the k threshold of the doorway threshold of the doorway 31' '1 40,0 GAL WATHER GFCI W/ Hose HEATER 'AMERICAN ` Water Proof Faucet APl_IANCE'GKF 454T Cover WITH GALV, CABINET � 3 Water Heater must be Strapped to Wall 5 W1H 7P I FCI P % 0 #GFC1--0 l 1 `\/ Energy lighting 0 c� , �0_ 10 I 6` - (N) GL0$Ei T �- FR (N) LA DRY J CU R 0GFQ1 i Energy lighting i� (4GJF Q E3 U (N) MASTE BEDROOM <c �� po 0 FR (N) K CHEN n T I A CE 3 0 t� ' ' a ® 3100 CA h --111-10/1 4 10 12,_101, 01 w L( (E} BEDROOM - (see I �- HV � � utation � ° Title-24 .. LO EXHAUST FAN AND I HEAT COMBO p 5 CHANGE AIR PER HOUR (E) DINING ROOM 12'-211 (E) GARAGE O 18'-4/' N � M1 - P W 0 ; • I U11 0 SCALE 1/4'=1'-0' NOTES: NAILS OR GALVINED NOTE: ALL DIAGRAM AND SHEARWALL NAILING SHALL UTILIZED COMMON NOTE: ALL BOLT HOLES SHALL BE DRILLED 1/32" TO 1?16" OVER SIZED THAN 40% OF THE STUD WIDTH THEIR WIDTH, BORED HOLES CANNOT HAVE A DIAMETER GREATER NOTE: BEARING WALLS STUDS CANNOT BE NOTCHED MORE THAN 25% OF ALL MENTIONS TO THE FIELD VERIFIED PRIOR TO CONSTRUCTION LEGEND EXISTING WALL AND FT'G NEW WALL AND FT'G ----`-"� EXISTING WALL TO REMAIN EXISTING WALL TO BE REMOVED NEW WALL EXISTING ROOFING 4:12 EXISTING ROOFING 4:12 NO (E) GARAGE DOOR ELEVATION FRONT (N)ASPHALT SHINGLES GLASS OR "B" OVER 15 # FELT NEW DOOR 00 ----Finish Floor (N) LANDING 3'x3' The floor or Landing shall not be more than one -inch lower than the threshold of the doorway ELEVATION REAR SCALE 1/4'=I'-0' 14"xl8" VENT CIS: tl7 ---Finish Floor (N)ASPHALT SHINGLES CLASS "A" OR "B" OVER 15 # FELT ,,,--�--Finish. Floor (N) LANDING 6'x3' The floor or landing shall not be more than one -inch lower than the threshold of the doorway 0 WINDOW SCHEDULE. SYM, SIZE TYKE (E) (N) I �, -01 , X 41.01, ALUMINUM 91MP, 2 2 9' -711x 4' -0" ALUMINUM 1 �-0" x 2'-0'' ALUMINUM 511MI, 2 6 -0' 1 x 6-8" 5U ?�I? C1001?, 1 5 15-011x 2`-0'' ALUMINUM 91I12�1?1, 1 6 8-0" x �' -0" ALUMINUM 50M, 2 0 DOOR SCHEDULE, SYM, SIZE TYPE (E) (N) A 3 ' -0" x 6 -8" x 13d 8" 5OL119 COP,? (6 - panel) 1 1 13 2' -8" x 6-8" x 1 8" n001? (6 - panel) 3 3 C 6-6 11 x 6-8" x 1318" GM'. 12001` (6 - panel) 1 a co Two layers of 15# I felt under 7/8"STUCC❑ match to existing ELECTRICAL. LEGEND TO NEW ADDITION (S.F.R) CONVENIENNECE OUTLET OGFCIGROUND FAULT CIRCUIT INTERRUPTOIR SWITCH Fa FLOURESCENT LIGHT RECESSED LIGHT FIXTURE O EXHAUST FAN AND HEAT COMBO 5 CHANGE AIRE PER HOUR HARD -WIRE SMOKE ALARM. WITH A BATTERY BACKUP DESIGN 737 E LADERA ST Pasadena, Ca. 91104 tel, (213) 842 5033 • A n W V � 1 PINE CREST CONSTRUCTION LIC,# 860668 SHEET: EXISTING AND PROPOSED FLOOR PLAN ELEVATIONS date issued for: Project SHEET No 2005 - 11501 2-6 date 09/23/05 Drawn by Scale Leonardo Parra 1/4" =1' f 1/20 CDX PLYWD ROOF SHT'G w/APPLIED RADIENT BARRIER P1 S2/cl w/8d@6J2,TYP 2 x 10 RR @ 16' 0,C, CLG JSr @167 oc tal ME 2" X 14"RIDGE BOARD MASPHALT SINGLES CLASS "A' OR 'B' OVER 15 # FELT -30 IN x 4 TOP PLATE 2-2 x 4 TOP PLATE::::�' x 4 STUDS @ 16' UT 2 x 4 STUDS 2 16' OC' I FIRE BLOCK AS REQ'D '7 / Q 11 �' T "rr' I_,- zFIRE BLOCK AS r-\ E_ U Ji L, C 1 R-13 INSULATION AT NEW U EXTERIOR WALLS TYP, 2 x 4 SOLE PLT, wl 16 01 @ 16, 0 C N G - 9 4 00/ MST37 \ — L=71-011 00 lr��5 CD x MSTA36 J.2//x X r1l C:) -T MSTPZ6 X M z M 0 C C4 M 4 MST37 I in 'CONC. SLAB W/6x6 -10x10W-W-M OVER 6 MILL VAPOR BARRIER 2 x 4 SOLE PLT. W/ 16 d e 16' OC -1 7/8'STUCCO R-13 INSULATION AT NEW ,EXTERIOR WALLS TYP, AZ W&L N G, 2 �4 BE TION B-B SCALE 1/4'=1'-0' M A IF 15'- 10 15'- 10 4 MSTA36 MSTA36 MST 361STA36 L=41-011 L=41-011 L=6_011 -MST-U 4 X 6\- 4X4 HDR 7 HDR U ,D r5 —Z @J R1 1 0 1 1C MSTA36 V k Z. Q, J. 2 X 16 11 0. C�, C� 'M S�l A 3 G X6 7 1 Y �7 0 4 MSFA36 X M L=16 L=4 -0117 T MS A36 77 (N)4X (N)4X `� z D R- I= HDR 7 7 C MST37 M TvSTA36 MSTA36 M 36 X PQ QJ I'l 6 4 CALIFORNIA ROOFING Existing roofing material must be removed down t cheating for California Framing connection, CALIFORNIA ROOFING Existing roofing material must be removed down to sheating for California Framing connection, FRAMING SCALE 1/4'=1'-0' 31`9" HD2A 6 HP\2A 14 HQ,2A A 8'- 7 HD2 4 4 HD2A 4- CONCRETE SLAB 1\4 4- CONCRETE J SLAB W1 6 X 6 E, W, W, M,-,21' SAND BED, 6 M14L 6 X 6 E, W, W, M, I I " rTI, C) �d Z/ 6 MILL VAPOR BARRIER 2 VAPOR BARRSAND BED6 7-2 M \ 0 3 M 00 z M I I t::J 0000 4 J I> z —0000 4 8'0 Threadrod w/sirips I on- 7 -epoxy min 8' emb2dme�t into 0 C exist f tg (2' AB Min per DRILL 3/4" 0 X 6" DE INTO shear panel TOP AND BOTTOM OF rnf\IrP[:-T SLAB (E) CONCRET SLAB EXISTING 11NU FOOTING I1N 1U AND DRIVE ONE # 4 X 30"' L& R, BAR INTO HOLES W/ NOT SHRINK GROW DRILL 3/4" 0 X 6" DEEP INTO TOP AND BOTTOM OF EXISTING FOOTING AND DRIVE ONE # 4 X 30' LG, R, BAR INTO HOLES W/ NOT FO SHRINK GROWT R-13 INSULATION AT NEW EXTERIOR WALLS TYP, 7/8' STUCCO - F11 112' CDX PLYWD ROOF SHT'G W (N)ASPHALT SINGLES CLASS "A" OR 'B" OVER 15 # FELT KVIOM I Ell SCALE 1/4'=I'-0' MASPHALT SINGLES CLASS 'A' OR 'B' OVER 15 # FELT 4x4 KING POST with (N) RIDGE 2'X14' 7 1 R-30 INSULATION 2'X ' CLG JST 216' oc 2-2 x 4 TOP PLATE 2 x 4 STUDS@ 16'OC--, FIRE B AS R E 1/2"GYPSUM r d TYPE 'X' x 4 SOLE PLT, w/ 2 x 4 SILL PLT. 16d @ 11s" 0C W 16 01 @ 16' 0 C NG SAND (OPTIONAL) R-30 IN N Existinq Footing TION A -A SCALE 1/4'=I'-0' ,, 5 s 0 Threadrod w/simpson A ri epoxy min e' embedment into exist f tg (2' AB Min per shear panel) z B M C ON DRILL 3/4- 0 X 6- DEEP INTO LTOP AND BOTTOM OF EXISTING FOOTING AND DRIVE ONE # 4 X 30" LG, R, BAR INTO HOLES W1 NOT SHRINK GROWT Footing EXISTING ROOF 411t DESIGN 737 E LADERA ST Pasadena, Ca. 91104 tel. (213) 842 5033 narra70050.vahoo. es C-4 00 so PINE CREST CONSTRUCTION LIC. 9 860668 SHEET: FOOTING & FRAMING PLAN SECTION A -A date issued for: Project SHEET No 2005-11501 3-6 date 09/23/05 to Drawn by Scale Leonardo Parra 1/4" =11 P-13 INSULATION R-13 INSULATION 2X4 @ 16" (?C, C �) 2x4 @ fb" OC, ------ 2x4 studs @ 16" o,c. 2x4 studs @ 16 o,c, - +► see schedule to anchor bolts typ, see schedule to anchor bolts typ, 2" x 2" x 3/16". sq, washers. 2X4 G Ib" OC, 2" x 2" x 3/16' sq, washers, Preasure treated mud sill, Preasure treated mud silt, ffOXY ITO '5HP, I- 36" Wee screed N 36' (51MP50N) #3 bars @ 24' o,c, #3 bars @ 24' o.c, 12'l 2X4 ff, PLAN p #3 bars @ 24' o.c. L-1 4" min, above � #3 bars @ 24" o,c, Ea, way #3 bars @ 24" o.c, ea. way finished grade, i #3 bars @ 24' o.c. ea. way in center of slab, in center of stab, in center of slab, min, slab, 3�" min, slab,- 3�" min. stab, �i 24" MIN'," 6 minfinish a v 2" min sand over 2" _ � 4 min sand over grade 2" min sand over . d ' d I�+C & �+ l�T -` a 6 mit, vapor barrier 6 mil, vapor barrier 6 mil, vapor barrier a " a .d�.. d s � o t a' DESIGN Mlthin wal�lE31_I II > ��)OUNA110N ;j2" 111-- 4" ravel or 11� lr I�i _�li 4' ravel or 737ELADERAST -i i r — clean san - clean sand 4 2 f S1oop�or = 11� 4" gravel o �) 1-1 J g !! II g Pasadena, Ca. 9110 �f'OXY IC60 �I:-494� ex II_� �I clean sand (— i d - - (SIN�f SQI�i) - I 1-1 2411 Mfg, 24" below natural tel. (213) 842 5033 24 below natural _^_� 2-#4 bars. top & bottom °` rode. <to of slab parra7005@yahoo.es 2-#4 bars top & bottom grade. (top of stab —I I a . d —I I (—) 4" from bottom & to botton of footing — 4' from to of foundation shot[ total a minimun � (1) #4 40 T&3, 2" MIN, @i2" O,C, 4" from bottom to botton of footing —I 1= _ p �MC3 �J��n " IN1O A / 4 CIA, X 6" LONG 4" from top of foundation shalt total a minimun 11— 1 -111 C 1) #4 G�� 40 , 24" MIN, @12" O.C. of 34") M1 of 34'3 .4 ��� �� �� �� ' FiaF F II, 12 WV I2;ZI'PACK - � 1 � 1 d -1 i 1= �M��C�(��I� � 1Ni o A �1 �} ILIA, x 10 �Qh1G I i p � li u R FOUP, %ONE -�- � I 1=1_ _ _ _ - — HOL�, FIU. P W��f'rl Pro"'ACK 111=1 1=1 = I 1=I I, p 3' clear from all 3 tear from all =1 1111 I I I1= O r oup 5TON� G sides to earth --- 12" sides to earth f �-- 12 --�# NOTEi NOTE: Saturate the soli 18' deep before Saturate the snit 18' deep before }��'} € }� placing the concrete stab FOUNPATION ptacing theconcrete slab Vl.,/ML V ��1 L FOUND IONPO11i1�I� ���CAII..- ( NOT TO SCALE) ( NOT TO SCALE) ( NOT TO SCALE) � 112 CDX PLYWOOD WI 9d 6"/6"/12" O,C, 1/2' CDX PLYWOOD W/8d 6'/6'/12'o,C. CLASS 'A'COMP,SHINGLES OVER 1 LAYER# 15 FELT -DOBLE PLATE, LAP SPLICE 3-16d 1/2' CDX PLYWOOD W/8d 6'/6'/12'o.C, S T Lo 1 STRAP @ 48" O , C , W/ 5 -16 d EA -30 BATT INSULATION -BLKG BEETWEEN C.J. & RAFTERS TO 5-16d 2'x14' HIP -TOP PLATE TX 3-16d CLASS 'A'COMP.SHINGLES OVER I LAYER# 15 FELT -HEADER TO STUD 4-16d 1/2"CDX PLWD,NALED W/ 8d@10" MELDS 6" EDGES 2x8 CJ,@16' OL 5-16d -RAFTERS TO TOP PLATE 3-16d -30 BATT INSULATION 2"X 14" RIDGE -RAFTERS TO C,J, 5-16d 2X8 BEARING PLATE a -DOUBLE PLATE 16d @ 16' D.C. 2'x10" RAFTERS @ 16' O,C, 2X RIDGE BRD, OR X RAFTER—�� ZX RAFTERS 3-16d PER RAFTER -CJ, TO TOP PLATE T,N. 3-16d 2x6 CJ,@16' O,C, 5-16d 2 X 1 U RAFTERS HCP2 (REFER TO SIMPSON HIP CORNER PLATES CONNECTOR) 5-16d B,N, Bd @ 6' O,C 2'X8' BLOCKING W/ A35 @ EACH BLOCK 12'PLYW'D BLOCKED r 2'X4' PLATE W/8d COMMON NAILS �) ++ 1/2'PLYW'D BLOCKED 3-16d PER RAFTER + ++ +`�"+ + 2' X 6' C.J, @ 16' O,C, 21 X 6° C,J. @ 16" O,C, WlBd COMMON NAILS 2'X8' FASCIA W/ 2-16d @ R,R, @ 6',6'&12' O,C 2'X4' TOP PLATE t } A35 @ 16" Of" 2 X LE @L� ' E C, 2'X4' PLATE 2'X4' TOP PLATE 2'X8' FASCIA W/ 2-16d @ R.R, 2°X4' PLATE 2'X4' STUDS @ 16 O,C 1/2 STRUCTURAL PLYWOOD W/6't6� 2'X4' STUDS @ 16 O,C, 8d COMMON NAILS 1/2 STRUCTURAL PLYWOOD W/6'/6' 2' O.C. 8d COMMON NAILS IL R-13 BATT INSULATION __Z V NOTE: REFER TO CURRENT SIMPSON CONNECTOR HRC42 (REFER TO SIMPSON RIDGE CONNECTORS) 2'x12' HIP CATALOG FOR SSTB INSTALLATION AND a� .. EMBED LINE REBAR LENGTH REQUIREMENTS. � 2 X14 HIP a fr it i l 1 G X 0 in 2"X14" HIP ' 4 .q 4 ©4 4 4 4 d 4 q d a. d PINE CREST CONSTRUCTION �. d 2"X14" RIDGE LIC. # 860668 � Qa i d d d. d - tt1 - a 4 <idd q 4 DETA W 4 Q 1 z� �' 4 ° �, d d 2"X4' TOP PLATE �` d 21X4' PLATE 4 �1 a I N 4 p c © B4 REBAR �r HCP2. (REFER TO SIMPSON HIP CORNER PLATES CONNECTOR) 4. q 2 X14 HIP d ' __AS REQUIRED 1 d' d H2A FOR SSTB 4 a HRC42 (REFER TO SIMPSON RIDGE CONNECTORS) d - °a _ A ...._.. __.... �-"' - - date _issued for: � d !j (2) 2'X4" STUDS @ 16 O.C, a -i HRC42 d.�_2"X14" RIDGE a HRC42 (REFER TO SIMPSON RIDGE CONNECTORS) a Gl 2"X14" HIP Project SHEETNo _ _ 2005 -11501 q -6 J date `t 09/23/05 Drawn by Scale Leonardo Parra 1/4" =1' EXISTING ROOFING 4:12 (N)ASPHALT SHINGLES CLASS "A" OR "B" OVER 15 # FELT (E) WINDOW (E) DOOR (E) WINDOW NEW WINDOW NEW WINDOW ,,,,-Finish Floor ��-Finish Floor ,,-Finish Floor LE VAT100"N RIGTH SCALE 1/4'=l'—O' (N)18" DIA. DORMER EXISTING ROOFING (N)ASPHALT 4:12 SHINGLES CLASS "A" _ OR "B" OVER 15 # FELT (E) HOUSE SCALE 1/4'=l'—O' EXISTING ROOFING 4:12 5/ 3211 5'1'11v1\UCf I I P�ywoop 5HMW& &OWVL� SOAP 280 pif MIN. WL FAN I-1/ 2" �Z� NA N6 N @ 611 O,CI FELb NALIN6 N @ 1211 OL, J tf J �VVti f 211 1/ 'C' W Two layers of 15# felt under 7/8"STUCC❑ match to existing ai p00F P�Ywoop Rood shething to loe 15/32' STRUCTURAL 1 8d @ 6" -12" , ROOF SHEATHING BOUNDARY NAIL PLY. ROOF 1/2" CLR. SHEATHING BOUNDARY NAIL 16d 0 RAFT. EDGE NAILING 12"o.c. "A-35",s RAFTERS 016"a.c. 2x STUD WALL -DBL. TOP PLT. SHEARWALL PER PLAN INTERIOR OR EXTERIOR R.R. PAR. TO . SH EAR WAIL_ NOT TO SCALE REFER TO CURRENT SIMPSON CONNECTOR CATALOG FOR SSTB INSTALLATION AND REBAR LENGTH REQUIREMENTS. SIMPSON ANCHOR DIAI EDGE DISTANCE BOLTS TO POST WASHER EMBEDMENT HD2A 5/8" 4-1/2" 2-5/8" W/4X4 2-1/2"X2-1/2"X3/16" 12" HD5A 5/8"' 4-1/2"' 2-3/4" W/4X4 2-1/2"X2-1/2"X5/16" 12" C'CTD urns r}QWN —treated may be EDGE NAILING 737 E LADERA ST Pasadena, Ca. 91104 tel. (213) 842 5033 parra7005@yaboo.es i • i as w • i � � s PINE CREST CONSTRUCTION LIC.# 860668 SHEET: ELEVATIONS date issued for: AWL Project SHEET No 2005 -11501 5� date qql 09/23/05 Drawn by Scale Leonardo Parra 1/4" —1' FLAN NOTES: 1. In new construction smoke detectors shall receive their primary power source from the building wiring and shall be equipped with battery back-up and low battery signal. Smoke detectors shall be located in each sleeping room, and on each story and basement for dwelling with more than one story. 2. Provide an approved spark arrester for the chimney of a fireplace, stove, or barbecue. 3. An approved Seismic gas shutoff valve will be installed on the fuel gas line on the down stream side of the utility meter and be rigidly connected to the exterior of the building or structure containing fuel gas piping. 5. Provide emergency egress from sleeping rooms. Min,-24" clear ht, 20" clear width, 5.7 sq. ft. min. area & 44" max. to sill. 6. The door must be open over a landing no more than 1" below the threshold. Exception: Providing the door does not swing over the landing, landing shall not be more than 8" below the threshold. 7. Landing at a door shall have a length measured in the direction of travel of no less than 36" 8. Attic must have access opening (22"x30" min.) 9. Glass skylight shall comply with 91.2409. Plastic skylight shall comply with 91.2603.7.1 10. Provide low consumption water closets for all new construction. Existing shower heads and toilets must be adapted for low water consumption. 12. Provide 70 inch high non -absorbent wall adjacent to shower and approved shatter resistant material for shower enclosure, 13. Under -floor ventilation shall be no less than 1/150 of underfloor area. 14. Attic ventilation of 1/150 of the area of ventilated space (approximately 10 sq. in. for each 10 sq. ft. of attic area) is required. 1. Structural observation is required for the structural system in accordance with MGD 110. Structural observation is the visual observation of the elements and connections of the structural system at significant construction stages and the completed structure for general conformance to the approved plan and specifications. Structural observation does not wave the responsability for the inspectios required of the building inspector or the deputy inspector. 2. The owner shall employ a civil or structural engineer or architect to perform the structural observation. The engineer or architect shall be registered or licensed in the States of California. The Department of Building and Safety recommends the use of the engineer or architect responsible for the structural design when they are independent of the contractor. 3. The structural observer shall provide evidence of employment by the owner. A letter from the owner or a copy of the agreement for services shall be sent to the building inspector before the first site visit. The structural observer shall also inform the owner of the requirements for a preconstruction meeting and shall preside over this meeting. 4. The owner or owner's representative shall coordinate and call for a meeting between the engineer or architect responsible for the structural design, structural observer, contractor, affected subcontractors and deputy inspectors.The purpose of the meeting shall be to identify the major structural elements and connections that affect the vertical and lateral load systems of the structure and to review scheduling of the required observations. A record of the meeting shall be included in the first observation report submitted to the building inspector. 5. The structural observer shall perform site visits at those steps in the progress of the work that allow for correction of deficiencies without substantial effort or uncovering of the work involved, At a minimum, the following significant construction stages require a site visit and an observation report from the structural observer: Constructions Stages Elements/Connections to be observed a) / b) c) f d) / 6. The structural observer shall prepare a report on the Department form B&S 261 for watch significant stage of construction observed, The original of the observation report shall be sent to the building inspectors office and shall be signed and seated (wet stamp) by the responsible structural observer. One copy of the observation report shalt be attached to the approved plans. The copy attached to the plans need not be sealed but shall be signed by the responsible structural observer or their designee. Copies of the report shall also be given to the owner, contractor, and deputy inspector. 7. A final observation report must be submitted which shows that all observed deficiencies were resolved and the structural system generally conforms with the approved plans and specifications. The Department of Building and Safety will not accept the structural work without this final observation report and the correctron of specific deficiencies noted during normal building and deputy inspection. 8. The structural observer shall send the original observation report to the following inspection office: Inspection Group Name Street Address Community of LA, CA, Zip Code 9. When the owner elects to change the structural observer of record, the owner shall: a) notify the building inspector in writing before the next inspection, b) call an additional preconstruction meeting, and. c) furnish the replacement structural observer with a copy of all previous observation reports. The replacement structural observer shall approve the correction of the original observed deficiencies unless otherwise approved by plan check supervision. The policy of the Department shall be to correct any properly noted deficiencies without consideration of their source. 10. The engineer of architect of record shall develop all changes relating to the structural systems. The building department shall review and appoved all changes to the approved plans and specifications. ow�reas zaz attamre e.raea II1LLc3����1�=�i1 TABLE 23-iI-B-1-- NAILING SCHEDULE CONNECTION NAILING 1. Joist to sill or girder, toenail 3-6d 2. Bridging to ioist toenail each end 2-8d 3. 1" x &' 25 mm x 152 mm subfloor or less to each joist, fare nail 2-8d 4. Wider than 1" 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 16d at 16" (406 mm) o.c. Soli plate to joist or blocking, at brace wall panels 3-16d per 1 &' 406 mm 7. Top late to stud, end nail 2-16d 8. Stud to sole plate 4-8d, toenail or 2-16d, end nail 9. Double stud, face nail 16d at 24" 610 mm o.c. 10. Double top plates, typical faux; nail 16d at 16" (406 mm) o.c. Double top plates, lap splice 8-16d 11. Blocking between joist or rafters to top plate, toenail 3-8d 12. Rim joist to top plate, toenail 8d at 6" 152 mm o.c. 13. Top plates, laps and intersections, face nail 2-16d 14. Continuos header, two pieces 16d at 16" 406 mm o.c. along each edge 15, Ceiling joist to plate, toenail 3-8d 16. Continuos header to stud, toenail 4-8d 17. Ceiling joist, laps over partitions, face nails 3-16d 18. Ceiling joist 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. 1" x 8" (25 mm x 203 mm) sheating or less to as& bearing, face nail 2-8d 22. Wider than 1" x 8" (25 mm x 203 mm) sheating to each bearing, face nail 3 8 23. Build-up corner studs 16d -at (610 mm) o.c. 24. Build-up girders and beams 20d at 32" (813 mm) o.c. at top and bottom and staggered 2-20d at ends and 25. 2" (51 mm) planks at each splice Wood structural panes and particleboard Subfioor and wall sheating (to framing): 3 1/2" (12.7 mm) and less 6d 19/32' - 314" (15 mm -19 mm) 8d or 6d5 7/8" -1" (22 mm - 25 mm) 8d3 1-118"-1-1/4" (29 mm-32 mm) 10d or SIP Combination subfloor underlayment (to framing): 3/4" (19 mm) and less Sd5 7/8" -1" (22 mm - 25 mm) 8d5 1-1/8"-1-1/4" 29 mm - 32 mm 10d or8d' 27. Panel siding (to framing)2: 1/2" (12.7 mm) or less 6d$ 5/8" 16 mm 8d5 28. Fiberboard sheating:? 1/2" (12.7 mm) No. 11 ga e II No. 16 ga.3 25/32" (20 mm) No. 11 ga.$ 8d" No. 16 ga.9 29. Interior paneling ,° 1f4" (6.4 mm) 4d 318" f9.5 mm) 6d" 'Common or box nails may be used except where otherwise stated. 2Nails spaced at 6-inches (152 mm) 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 diaphgrams and shear walls, refer to Sections 2315.3.3 and 2315.4.Neits for wall sheating may be common, box or casing. 3 Common or deformed shank. 'Common r'Deformed shank Corrosion -resistant siding or casing nails conforming to the requirements of Section 2304-3. 'Fastener 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 7/16-4inch-diameter (11 mm) head and 1-1/2-inch (38 mm) lenght for 1/2-inch (12.7 mm) sheating and 1.3l44nch (44 mm) lenght for 25/324nch (20 mm) sheating conforming to the requirements of Section 2304.3. 9Corrosion-resistant staples with nominal 7/164nch (11 mm) crown and 1-1/84nch (29 mm) lenght for 1/24neh (12.7 mm) sheeting and 1-1/2-ine (38 mm) kenght for 25/324nch (20 mm) sheating conforming to the requirements of Section 2304.3. 'OPanei supports at 16 inches (406 mm) (20 inches (508 mm) if stenght 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 supprts. 'Panel supports at 24 inches (610 mm) Casing or finish nails spaced at 6 inches (152 mm) on panel edges, 12 inches (305 mm) at intermediate supports. ago LABC FRAMING GALVANIZEDI . FOR BUILDING MATERIAL SPECIFICATIONS. SEE 2. FOR ANCHOR BOLT AND SHEAR WALL SCHEDULE, SEE 3. DRAFT STOPPING SHALL BE PROVIDED WITH A FLOOR -CEILING ASSEMBLY FORMED OF COMBUSTIBLE CONSTRUCTION.(1000 SQ.FT. & 60'MAX BETWEEN DRAFT STOP) 4. ALL HORIZONTAL JOINTS OCCURRING IN BRACED WALL PANELS SHALL OCCURRED OVER BLOCKING EQUAL IN SIZE TO STUDDING. 5. ALL DIAPHGRAMS AND SHEAR WALL NAILING SHALL UTILIZE COMMON NAILS BOX. TRUSSES,6. L.A. CITY BLDG. DEPT. LICENSED FABRICATOR IS REQUIRED FOR GLULAMS, AND/OR STRUCTURAL LONG,7. STUCCO SHEAR WALLS SHALL UTILIZE SELF -FURRING NAILS (MIN. 11 GA., 1-1/2' r. HEAD, GALVANIZED. MIN. OF eATTACHED LATH TO STUDS. 8. USE SIMPSON HOLDOWNS, TRUSS PLATE CONNECTORS AND FRAMING HARDWARE )LARR # 22086) OR EQUAL. 9. USE MICROLAMS BY • ,;, a-, FOOTING.10. USE ITW RAMSET/REDHEAD (LARR #24975) FOR ANCHORS INTO EXISTING 11. PLATE WASHERS ARE REQUIRED FOR ALL HOLDOWNS. 12. ALL HOLDOWNS NUT WASHERS SHALL BE TIGHTENED JUST PRIOR TO 13. ALL BOLT HOLES SHALL BE DRILLED A MAXIMUM OF 1/16" OVER REQUIRED BOLT HOLE SIZE. "INSPECTOR TO - 14. STRUCTURAL eer SHEAR WALLS SHALL BE COVERED WITH MINIMUM 2 LAYERS 15# FELT UNDERLAYMENT PRIOR ,rPLACING MATERIAL. 15. JOIST UNDER AND PARALLEL TO BEARING PARTITIONS, SHAL BE DOUBLED. 16. FOUNDATION SILLS SHALL BE PRESSURE TREATED, OR FUNDATION GRADE REDWOOD. 17. SOLID BLOCKING SHALL BE PROVIDED AT ALL HORIZONTAL JOINTS OCCURRING BRACED PANEL. !` r01 LAI 0 a t B" 1001 M, o- 18. Hold-downs shall be re -tightened just prior to covering the wall framing. 19. For conventional Light -Frame Construction the minimum size anchor bolt is 5/8" with minimum - 7" embedment, 7 bolt diameter end distance, 6' spacing, and plate was hers per Shear -Wall Schedule Table 2/S2 20. Lag bolts: Provide lead hole 40% - 70% of threaded shank-dia. for smooth shank portion. 21. If adverse soil conditions are encountered, a soils investigation report may be required. CHORD SPLICE SCHEDULE: WALL SPLICE TYPE 16d NAILS BTN CHORD SPLICE 1/2" MACH BOLTS BTN CHORD SPLICE A 5 2 B 10 3 C 15 4 D 20 5 E 30 8 F 40 11 G 50 13 H 60 16 1 70 19 J 80 21 K 90 24 L 100 27 M 110 29 SEE FRAMING PLAN FOR NO. OF 16d NAILS REQ'D IN CHORD SPLICE ■ f : r Irwwwr7�itr=lll 1/2" O BOLT OPTION @ CHORD SPLICE GRADING NOTES: 1. All footings shall be fouded in undisturbed natural soil per Code. 2. Comply with provisions of Section 91.1804.4 for expansive soil condition. 3. In the event excavations reveal unfavorable conditions, the services of a soils engineer and/or geologist may be required. 4. All concentrated drainage, including roof water, shall be conducted, via gravity, to the street or an approved location at a 2% minimum. 5. Buildings shall be located clear of the toeof all slopes which exceed a gradient of 3 horizontal to 1 vertical as per Section 91.1806.4.3. 6. All fill and backfill shall be compacted by mechanical means to a minimum of 90% relative compaction as determined by ASTM method D-1557. Subdrains shall be provided where required by Code. 7. Provide a side yard ascending of H/2 with the toe 6' off the,toe. 8. Provide an ascending slope clearance to building of H/2 or 15' max. 9. The soil below the interior concrete slab shall be saturated with moisture to a depth of 18" prior to placing the concrete. MATERIAL SPECIFICATIONS: (UNLESS OTHERWISE NOTED) SOIL: Table 18-1-A, Soil Bearing Pressure = 1000psf CONCRETE: f c = 2500psi @ 28 days 3,000 psi for Grade Beams and Caissons (N/A) Continuos deputy Inspection is required for all concrete with f c. 2500 LAB BOLTS: Provide lead hole 70% of threaded shank dia., and full dia. and full dia. for smooth shank portion. Soap, parafin of other approved hammering. Care shall be taken to avoid torquing, REINFORCING STEEL: ASTM A615, Grade 40 LUMBER: Grade and species of all lumber (must be mark) Horizontal 2x, 4x: Douglas Fir Larch No. 2 or better Horizontal 6x or larger: Douglas Fir Larch No. 1 or better Studs to 10': Douglas Fir Larch, Stud Grade or Better All other vertical: Douglas Fir -Larch No. 2 or better Diaphg rams: Plywood: Product Standard PS 1-95,Douglas Fir -Larch, Struct 1 (OR=CDX); Particle Board: ANSI A208. 1-1989. Moisture prot./req'd FRAMING HARDWARE: Simpson Strong Tie Connectors (LARR #1211) or Equal REDHEAD ANCHORS: ITW Ramset/Redhead (LARR#2748)(ICBO#1372) or equal MST: City of Los Angeles R.R. # 25119, R.R.# 25149, R.R.# 25281 (ICB04935, 5357) HOLDOWNS: Simpson HD2A/HD5A (similar) LA R.R.# 24818 EPC: Simpson PC and EPC (LARR # 25149 WATERPROOFING: Stucco arid/or stucco with veneer over a plywood(all particle board) shear wall shall be waterproofed with a minimum of two 15# felt (grade D) underlayments. FOUNDATION AND GRADING 1. Expansive soil requirements: If soil is found to be expansive, the footings must meet the following minimum requieremets: a) Depth of footings below the natural and finish grades shall not be less than 24 inches for esterior and 18 inches for interior footings. b) Exterior walls and interior bearing walls shall be supported on continuous footings. c) Footings shall be reinforced with minimum four 1/2-inch diameter deformed reinforcing bars. two bars shall be placed 4 inches of the bottom of the footing and two bars within 4 inches, of the top of the footings. d) The soil below an. interior concrete slab shall be saturated with moisture to a depth of 18inches piro to placing the concrete. 2. Concrete slabs on grade on expansive soil or compacted fill shall be placed on a 4-inch fill of coarse aggregate or on a 2" sand bed covered moisture barrier membrane. The slabs shall be at least 3-1 inches thick and shall be reinforced with #4 burs spaced at intervals not exceeding 16 inches each way. STUD SCHEDULE 3X4 FRAMING @ ADJOINING PANEL EDGES, 3X4 SILL PLATES, 3X4 BLOCKS, & 1/2" EDGE DISTANCE FOR ALL PLYWOOD BOUNDARY NAILING. FRAMING ADJOINING PANEL EDGES & SiLL PLATES SHALL BE 3X4 NOMINAL OR WIDER AND SHALL BE STAGGERED WHERE 10d NAILS HAVING PENETRATION INTO FRAME MORE THAN 1-5 3" OR LESS ON CENTER. DESIGN 737 E LADERA ST Pasadena, Ca. 91104 tel, (213) 842 5033 Ie 1P PINE CREST CONSTRUCTION LIC.# 860668 SHEET: NOTES date issued for: Project SHEET No 2005-11501_� r date 09/23/05 Drawn by Scale Leonardo Parry 114" =1' CERTIFICATE OF COMPLIANCE: RESIDENTIAL (Page I of 3) CF-IR 1 -STORY ADDITION 10-06-05 Project Title 2125 W. CIVIC CENTER DR. SANTA ANA, CA. 92703 Project CRUZ 323-980-9382 Documentation Author Telephone PACKAGE "D" 8 Compliance Method (Package or Computer) Climate Zone Building Permit # Plan Check Date Field Check 1 Date GENERAL INFORMATION Total Conditioned Floor Area 498.3 ft' Average Ceiling Height: 8' ft Conditioned Slab Floor Area 498.3 ft' Building Type: _2L-Single Family _-A- Addition (check one or more) -Multi-Family Existing -Plus -Addition Front Orientation: 0 South / East / West / All Orientations (input front orientation in degrees from True North and circle one) Number of Stories Number of Dwelling Units. 1 Floor Construction Type: (@iiaised Floor (circle one or both) RADIANT BRRIER (required in climate zones 2,4,8-15) Required for this submittal X yes _ no BUILDING ENVELOPE INSULATION J Component Type Frame Type wd = wood sit = steel Cavity Insulation R-Value 777-1 _3 Sheathing Insulation R-Value Total R- Value' Assembly U-Factor' Location/Comments (attic, garage, typical, etc.) Wall WOOD _0 11.36 -0-.088 OCITS11T Wall I I Roof WOOD R-30 0 32.26 0.031 ATTIC Roof Floor SLAB Floor Slab Edge I Por prescriptive comynance no AS emDIV u-ractar are not requirea for a wood-trarnect wait that meets cavity lc -value insulation requirements for the Prescriptive Package. FENESTRATION Shading Devices Fenestration #/Tyge/Pos. Orien- tation Area Fenestration U-Factor Fenestration SHGC Exterior Shadim Att. Overhangs/ Fins Front Front Left EAST 6.0 .40 0.35 BUGSCRN NONE Left Rear SOUTH 40.01 .40 0.35 BUGSCRN NONE Rear Right WEST 12.0 .40 0.35 BUGSCRN NONE Right Skylight Skylight Compliance Forms 4- August 2001 --I- CERTIFICATE OF COMPLIANCE: RESIDENTIAL (Page 2 of 3) CF-IR 1-STORY ADDITION 10-06-05 Project Title Date HVAC SYSTEMS Note: Input hydronic or combined hydronic data under Water Heating Systems, except Design Heating Load, Distribution Heating Equipment Minimum Type and Duct or Heat Pump Type (furnace, heat Efficiency Location Piping Thermostat Configuration pump, etc.) (AFUE or HSPF) (ducts, attic, etc.) R-Value Type (split or package) FURNACE 0.85 AEUE N/A Cooling Equipment Minimum Duct Heat Pump Type (air conditioner, Efficiency Location Duct Thermostat Configuration heat pump, evap, cooling) (SEER) (attic, etc.) R-Value Type (split or package) SEALED DUCTS and TXVs (or Alternative Measures) El Sealed Ducts (all climate zones) (Installer testing and certification and HERS rater field verification required) El TXVs, readily accessible (climate zones 2 and 8-15 only) (Installer testing and certification and HERS Rater or field verification required) El Refrigerant Charge/Air Flow (climate zones 2 and 8-15 only) (Installer testing and certification and HERS Rater or field verification required) OR N 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 8 .35 .40 11. MIN. WATER HEATING SYSTEMS Energy' External Rated, Tank Factor or Tank Water Heater Distribution Number Input (kW Capacity Recovery Standby' Insulation Type Type in System or Btu/hr) (gallons) Efficiency Loss (%) R-Value STANDARD GAS STANDARD 50 .053 1. For small gas storage water beaters (rated inputs of less than or equal to 75,000 Btu/hr), electric resistance, and heat pump water heaters, list Energy Factor. For large 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 beaters, 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 2001 Residential Manual). Package C: thermal mass (thermal mass type, covering, thickness and description). Compliance Forms August 2001 MANDATORY MEASURES CHECKLIST: RESIDENTIAL (Page I of 2) MF-1 R Note: Lowrise residential buildings subject to the Standards must contain these measures regardless ofthe 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 Building Envelope Measures: * § 150(a): Minimum R-19 ceiling insulation. R-30 § 150(b): Loose fill insulation manufacturer's labeled R-Value. X * § 150(c): Miniumum R-13 wall insulation in wood framed walls or equivalent U-Factor in metal frame walls - (does not apply to exterior mass walls). X §150(d): Minimum R-13 raised floor 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 perm/mcb. 118: Insulation specified or installed meets insulation quality standards. Indicate type and form. § 116-17: Fenestration Products, Exterior Doors, and Infiltration/ExAltration 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 X Gain Coefficient (SHGC), and infiltration certification. 3. Exterior doors and windows weatherstrippcd, all joints and penetrations caulked and scaled, § I 50(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. § 150(f): Special infiltration harder installed to comply with § 151 meets Commission quality standards. §150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs, I. Masonry and factory -built fireplaces have: a. Closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilot lights allowed. Space Conditioning, Water Heating and Plumbing System Measures: §110-113: HVAC equipment, water heaters, showertivads and faucets certified by the Commission. § 150(h): Heating and/or cooling loads calculated in accordance with ASHR.AE, 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. 1 First 5 feet of pipes closest to water heater tank, non -recirculating systems, insulated (R-4 or greater) 3. Back-up tanks for solar system, unfired storage tanks, or other indirect hot water tanks have R- 12 external insulation or R-16 combined intemal/external insulation, 4. All buried or exposed piping insulated in recirculating sections ofbot 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 CERTIFICATE OF COMPLIANCE: RESIDENTIAL (Page 3 of 3) CF-IR 1 -STORY ADDITION 10-06-05 Project Title Date COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title 24, Parts I and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features/Remarks section. The undersigned recognize that compliance using duct sealing and TXVs requires installer testing and certification and field verification by an approved HERS rater. Designer or Owner (per Business and Professions Code) EDUARDO CRUZ Name: E.C. PRECISE DESIGN Title/Firm: 310 N. ALMA AVE Address: LOSANGELES, CA. 90063 323-9 3826 Telephone: Lic. #: (signature) (date) Enforcement Agency Name: Title: Agency: Telephone: (signature / stamp) (date) Compliance Forms Documentation Author Name: EDUARDO CRUZ Title/Firm: Address: Telephone: Lic. #: e (signature) (date) August 2001 MANDATORY MEA1`13*'URES CHECKLIST: RESIDENTIAL Wage 2 of 2) MF-'A'R 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 Ideating and Plumbing System Measures: (continued) § I 50(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 181A, or UL 181B. 117mastic 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 seated sheet metal, duct board or flexible duct shalt not be used for conveying conditioned air. Building cavities and support platforms may contain ducts. Ducts installed in cavities and suport 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 compnents 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 bask 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 degradation of the material. § 1 14: Pool and Spa Heating Systems and Equipment. I. 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 beaters or household cooking appliances have no continuously burning pilot light, (Exception: Non -electrical cooking appliances with pilot<] 50 Btu/ht) § 118 (f): Cool Roof material meet specified 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 X 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 X requirement allowed in § 150(k)2.; and incandescent recessed ceiling fixtures are IC (insulation cover) approved. Abu - Compliance Forms August 2001 ANAL Ar1q1L N IL REVISIONS BY X X X X X X X X N 00 00C\I ;1* Fl- co N co o 0) co W 6 t,i ob o) N C\l Z 6 4 CO, C\I T- C\I W co rl- co W W W 0 0 cc CL U_ U_ U_ U_ C/) 00 0 - U) C\J W 0 Z it W Z o Z W 0 U) Z gL W aC Li 0 1AM W < Z 0 C) _J 0 0 rr_ W Z W 0 W Z CC cr_ 0 o < rr M cr) ZO W W r, 0 C\j C) > 0 > C) C) 0 00 cm C� 0 < W Z CY) 0 F- Z Nt mto u C\I Z cr_ CV Va DATE 10-06-05 PLOT DATE 10-006-05 DRAWN ED C. JOB 05 124 SHEET uE-1 OF SHEETS