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HomeMy WebLinkAbout10147326.pdf10 WTOTO F I "m EXISTING FLOOR PLAN,. SCALE : 118—P-O" EXISTING COW. I SCALE =4/4"=1100 PROPOSED FLOOR PLAN SCALE; 118`=1'-V EXISTING COMP. SHINGLE ls� , - N RN 282 W ELDER AV, SANTA ANTA CA 92704 SIT] L I E-?-? ALL SCALE=1:20=1'-0" A!'11,C! "TECTU `11 1, 07F R 9— I'll-1-7— cl Pius vzm 4"­o� vob� This c at ?,I! timos u,,nd 4 i3 to m0ko C-Mpl afterations or; same withoul vuiiiuiam porrm"231cm from Uh-c, City of Santa Ana. 1 The acceptance., of N3 plan and spnicifica-flons 03HALL WT i be heltd trin,nor to&n,mw.n!of Lhie Toaf"Iof ally provisions of MY City Ordinance u State Lavv. Accepe 6-B, _IGILlaaaZ4 c IT Y A M UP, A �1 A ' 4 �1,d 4c- A, C-ONTAC-T PHONE (114) 667-2700 SuirCT,ro CON1)MUNS BELOW: ,j - LEGEND EXISTING WALL. NEW WALL. L-2001 CALIFORMIA ENERGY CODE (TITLE24, PART 6) 2.-2001 CALIFORNIA BUILDING CODE (CBC) 1-2001 CALIFORNIA ELECTRICAL CODE (CEC) 4.-2001 CALIFORNIA MECHANICAL CODE (CMC) 5.-2001 CALIFORNIA PLUMBLINE CODE (CPC) VICINITY MAP HARBOR BLV. SITE JOB 2828;4 HURON DR FAIRVIEW BLV. Gj zw 22 N FWY r Or -SHEET INDEX - A -I FLOOR & SITE PLAN A-2 EXISTING ELEVATIONS A-3 SACTION VIEW & ELECTRICAL PLAN A-4 PROPOSED ELEVATIONS A-5 PROPOSED ROOF PLAN W/ ROOF FRAMING A-6 FOUNDATION PLAN S-1 STRUCTURAL DETAILS S-2 STRUCTURAL DETAILS I S-3 FOUNDATION DETAILS T-24 ENERGY FORM LOTE EXIST. RES. EXIST. GARAGE PROP. ADD. TOTAL CONST =6000.0 SQF =12609 SQF =440.0 SQF = 2371 SOY =1937.4 SQF PERCENTAGE 32.2% Nam.. TES. f___ A).- HORIZONTAL LUMBER TO BE DF NO 2 OR BETTER. B).- VERTICAL LUMBER TO BE STD OR BETTER. C).- LAND SHOULD BE PRESSURE TREATED. D).- PLUMBING WALL TO BE 2X6 STUDS. E).-ROOF SHEETING TO BE 1/2"CDX PLYWOOD W/8d@6",6"&I2"O.C. (PI)BN, EN. F.N. F).- CONCRETE TO BE 2500 PSI FcAT 28 DAYS. H).-ALL EXTERIOR FINISHES AND WINDOWS TO MATCH EXISTING SFD. I).- PROVIDE 20'-L UFFR GROUNDING ROD. J).- PROVIDE ATTIC VENTILATION EQUAL TO 11150 OF AREA TO BE VENTED I.- SMOKE DETECTORS SHALL SOUND AN ALARM AUDIBLE IN ALL SLEEPING AREAS OF THE UNIT.SECTION 310.9.1. HARD -WIRED SMOKE ALARMS EQUIPPED WITH - BATTERY BACKUP.@ NEW BEDROOM (IF ANY) 2: -ALL ELECTRICAL SHALL COMPLY WITH 2001 N. E.C.. THE FOLLOWING WILL BE PROVIDED AT THE JOBSITE FOR THE ELECTRICAL INSPECTOR. SINGLE LINE DIAGRAM, PANEL SCHEDULES AND LOAD CALC FOR ELECTRICAL SYSTEMS. 4: -ALL EXISTING DOORS AND WINDOWS LEADING TO THE PROPOSED AREA SHALL BE WATER PROOF. 5.-ALL SCREENED PANELS SHALL BE REMOVABLE. 6.-PROVIDE DRAINAGE SLOPE AWAY FROM DWELLING 2%,1% ELSEWHERE: DRAIN TO STREET. 7.- ASPHALT SHINGLES SHALL BE SELF-SEALING AND PLACED OVER (2) LAYERS OF 15# FELT APPLIED IN SHINGLE FASHION WHEN INSTALLED A ROOF SLOPE THAT IS BETWEEN 2:12 AND 4:12. CLASS A MIN. RATING FOR ROOF PLAN. 8.- WALL COVERINGS IN SHOWERS OR TUBS WITH SHOWERS SHALL BE CEMENT PLASTER, TILE OR APPROVED EQUAL - TO 70" ABOVE DRAIN. 9.- THE BUILDING ADDRESS SHALL BE PROVIDED IN SUCH - A POSITION AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM - THE STREET OR ROAD FRONTING THE PROPERTY. 10.- EAVES/PROJECTIONS SHALL BE ONE -HOUR FIRE -RESISTIVE CONSTRUCTION, HEAVY TIMBER OR OF NONCOMBUSTIBLE MATERIALS IF THEY PROJECT INTO THE 3'0" SETBACK AREA FROM THE PROPERTY LINE EAVES SHALL BE T-O" MIN. FROM - THE PROPERTY LINES. (UBC 503.2.1 AND 705) SPECIAL INSPECTIONS THE FOLLOWING ELEMENTS OF CONSTRUCTION SHALL HAVE CONTINUOUS AND/OR PERIODIC INSPECTION IN A ACCORDANCE WITH SECTION 1701 OF THE CODE AND ANY ADDITIONAL REQUIREMENTS STARED IN THE DRAWINGS OR SPECIFICATIONS. THE INSPECTION SHALL BE PERFORMED BY A BUILDING INFECT- OR APROVED BY THE CITY OF SANTA ANA. MINEO-M a W,o D YE 10-1 X I-04I EXISTING COMP. SHINGLE EXISTING COMP. SHINGLE EXISTING COMP. EXISTING COMP. SHINGLE EXISTIN. G FRONT ELEVATION SCALE =1/411=1 4011 EXISTING RIGTH -ELEVATION---- SCALE =1/4#1=IVf EXISTING COMP. SHINGLE EXISTING LEFT ELEVATION SCALE =1/41f=1loll EXISTING COMP. SHINGLE EXISTING REAR ELEVATION SCALE =1/411=1t0lt i),- ALL EXTERIOR FINISH TO MATCH EXISTING SFD, SCREENED VENTS @ EA. 3rd JOIST SPACE. RJEEN141, Q I cn ci a$ - OWNtt • • ii DATE 10-12-04 ev-111, STUCCO EXISTING Comp. SHINGLE ZZ 4:12 [EXISTING COMP. C SHINGLE PROPOSED RIGHT ELEVATION SCALE = 1/8 It= 1 1011 EXISTING Comp. NEW SHINGLE PROPOSED REAR ELEVATION SCALE = 1. /4'1= 1 foil NEW Comp. EXISTING SHINGLE COMP. z SHINGLE 4:12 NEW STUCCO PROPOSED LEFT ELEVATION SCALE =1/4"=1'0" EXISTING COMP. SHINGLE EXISTING STUCCO NEW Comp. SHINGLE M91416D] imm DAT (a,0 ± 0 11 i).-ALL .01 ROOF Oa, I3'-6" EXTERIOR FINISH TO MATCH EXISTING SFD. SCREENEDVENTS EA. 3rd JOIST SPACE. All • y. 10-12-04 W W z/WW2 t� <C � Q r� \T � © W tii U W V 9) 0 © j - -- ----- -- - - --'' - - I I 18" OVERHANG V 1 I / 4: N W 10 —� 4:12 1 i ' I BULDING ` �I ! x o i I „ 03 BELOW V 1I �n / I ' I / 24„ crr`o t +r, R.R. 63595 70 Zo I / i r i Civil- (Nj 4X R # A� -- --- - - ---- // Vi z -------------------__--____--_--__---------------------------------- -- _ �, __ __ _ _ �-_---- I � t I L I I I I �- W120 OVER FRAMING PER DTL. I f I I I I I I BLDG I BELOW I I I I I EXISTING RESIDENCE f ; I � � I I ; I � I I � I ! I BULDING BELOW �7m) f I 1 I I ; I i i I i I I rT� W I I C) I I I f i I I F----- - - - - -� "v I I I I I ; i I I C) ; 1 I I f I f I BLDG BELOW--_ i I s 4:12 4.12 I I � I i I I I I i I 1 ( ! I I i 1 I I I i ----------------------------------------------- NOTE. TYPICAL ROOF SHEATHING SHALL BE: 1/2" CDX PLYWOOD WI T&G EDGES & 8d (�,) 6,6,12. 00 H SPAN RATING= 24-1I0 PROPOSEID ROOF PLAN W1 ROOF FRAMING DATE 10-1 G-04 SCALE :114"=F-0" A�5 S OF � c rya (2)16d ENDNAIL THRU ONE PLATE TO STUD STUDS PER PLAN --� 2x BLOCKING @ N HEIGHT (8'--0" MA W/ (2) 16d TOEN EACH END �--�~- 3x SILL PL, USE 3x PRESSURE TREATED SILL PLATE @ EXT WALL TOP OF SLA OR SHEATHI (2)16d ENDNAIL 0 (2) 8d TOENAIL EA SIDE OF STUD PROVIDE DOUBLE KINGSTUD WHERE nDr7mikin f= Y('Fpm A --n" AAIN Pi ATP' 1;PI IrI7 r 10207*1 MIA I OR 10132IR1111010m, I 1 ilill 2w...1111 i t� mv �[*xQm;1wTX1 �I�M� as A . • w •� , A � � r �WIN■ .. � # ■■1101m it rll � Al:i rT �1 � 11 r� JAI r � i � � 1 � � .4l • � _ 0 12" OC MULTIPLE STUD HEADER SCHEDULE (SEE NOTE 1) 11 OPENING WIDTH HEADER 4x FRMG HEADER 6x FRMG SILL WHERE OCCURS UP TO 6'--0" 4x6 6X6 2x 6'--0" TO 8'--0" 4x8 6X8 2 2x 8'--0" TO 10'-�0" 4x10 6X10 3 2x NOTE: 1. HEADERS, KINGSTUDS AND OTHER REFERENCES ON PLAN GOVERN OVER TYPICAL DETAIL. 2. AT SHEARWALL LOCATIONS SEE FOR ADDITIONAL INFORMATION, 1__- _ANCHOR BOLT PER SHEAR WALL SCHEDULE (SEE NOTE 2) OR AT NON --SHEAR BEARING WALLS USE/ "0 AB W/ 7" MIN EMBED @ 6'-0- OC, 9 MAX FROM END OF SILL PLATE EXTERIOR AND INTERIOR BEARING WALL. FRAMING (2)16d FACENAIL HEADER PER SEE NON --BEARING THRU ONE PLATE SCHEDULE MIN PLATE SPLICE PARTITION ANCHORAGE TO STUD 2x STUDS @ 16" OC MIN SEE PLAN ~--- 2x BLOCKING 0 4'--0" HEIGHT W, (2) 16d TOENAIL EACH END . 2X TRIMMER AND KING STUD — TOP OF SLA_ OR SHEATHI (2)16d FACENAIL 0 OR PLANF_4*�O" Nt, W/(8) 16d UNO ON PLAN TO DETAIL r (2)16d FACENAIL STUD TO HEADER EACH EIN III I III 1 11T I III //"' I R 3" " MiN (2) 8d TOENAIL EACH MAX 16d FACENAIL SIDE OF STUD 0 18 OC MULTIPLE STUD FULL LENGTH INTERIOR NON -BEARING STUD WALL. FRAMING 1 PLYWOOD AT DOUBLE +SIDED WALL ( POST PER PLAN EN 16d @ 6" OC FOR 2x STUD 16d 0 12" OC FOR—,1 20d 0 6" OC FOR 3x STUD 30d( 0 12" OC FOR ( EN EP 16d @ 12" O( 16d 0 12" DOUBLE 2x 46d012" •16d ® 12" �''- ' -2x OR 3x STUDS 2x OR 3x STUD (USE 2x N PER SHEARWALL SCHED FOR 16d NAILS 3x FOR god NAiLS INTERSECTION V POST INTERSECTION W/O POST PLYWOOD AT DOUBLE `^ SIDED WALL ► 16d 0 6" OC FOR 2x 20d 0 6" OC FOR 3x (TYP) 2x OR 3x STUD AS READ (TYP) 16d 0 12" OC EN DOUBLE 2x (MIN) POST PER PLAN OUTSIDE CORNER W/ POST OUTSIDE CORNER W/O POST NOTES: 1.--SEE FRAMING PLAN FOR SHEARWALL LOCATIONS, ORIENTATIONS ULE REFERENCES FOR CONNECTION RAMiNG 1 0,145 POWDER DRIVEN ANCHOR W/13/8" WASHER AND 1" EMBEDMENT AT 24" OC AND 6" FROM END OF PLATE (SEE NOTE 3) HEADER SCHEDULE (SEE NOTE 1) OPN'G WIDTH HEADER UP TO 4'--0" 4x4 6'_or TO 8'--0" 46 8'--0" Tfl 10'_0" 4x10 NOTE: 1. HEADERS, KINGSTUDS AND OTHER REFERENCES ON PLAN GOVERN OVER TYPICAL DETAIL. 2. INSTALL 1 x6 DIAGONAL LET -IN BRACE AT 25'-0" AND AT EACH END IN ALL WALLS NOT PLYWOOD SHEATHED, MAXIMUM SLOPE OF DIAGONAL SHALL BE 2 VERTICAL TO 1' HORIZONTAL. 3. NAIL SILL PLATE TO WOOD FRAMED FLOORS WITH 16d CAD 12" OC TO BLOCKING BELOW SHEATHING. WALL STUDS & SHEATHING PER SHEARWALL SCHEDULEe EN PaRTr EN'1 PLAN 0 WALL CORNER KING STUD(S) TRIMMER STUD(S) EN AND SCHED 2.-ALL STUDS 1 1/2" THK MIN UNO. SHEARWALL INTERSECTION FRAMING 1 «_1 �-0 �i TYPICAL HOEDOWN DETAILS i rlM ! 1 ``�-POST @ END OF WALL 3 CMST14 OVER PLYWOOD W, (2) 1Od NAILS @ 1 /4 TO 3x BLK'G (STRAP L L L NOT REQ'D IF L < 10") EN TO STUDS AT EDGE --r-- -T--� -�,- IT= OF OPENING = FORA ►, l l l M i l _# �- DISTANCE L ABOVE & •� BELOW OPENING ► f l l , J ( ► ll ++ lJ J"ff I# it t! ++ i► ►i # *Z��z 17 -11 11 JJ IJ Jt iIt 3x STUD 0 PLYWOOD i i If t k i f ill ► 1 J SPLICES AS REQ'D --"--- L �JL.__j1 _aJ_-aUI.-_ PER SCHEDULE i i ` # 1 ` _ fill l J _ # 1 1 # i # 1 ` ► JJ ++ ►1 fJ II it i ll Jt i► t► J 11 it i kill iJ 3x SOLID BLKG, UNO----,,1 1 i t i t i J f l ► t t► 1► I t ii + if Il li 11 il4 # #I 1( 1 it ll ►1 !# ► i► ii it i{ 4 � ►{ ►11 Ji Jl SILL R►1 _ ii fl _ 11 _ # ltiJ _ I _ 1 SEE SCHED --'- -�-� - - -1 +- - -i i- - - -f r - -# r- - i r -i rf r - -# r- - r (f if ll ll fill ( it l( ++ 2 IJ2 ff ffff liff it f ( J {1 f ► l If 11 ll {{ 4 1 fl ii IJ { ill I it ,,.,� ► �� l li if ( iflJ 1► If k l{ IJ JI l I# JJiI ## FINISH FLOOR ++ + I f # 1 J t 1 l f►ZZ HDR PER PLAN W/ HUC HGR OPENING IN SHEARWALL NOT TO EXCEED 4.5 SQ FT -ADD'L FULL HT STUD -CONT EN TO HOLDOWN POST G SHEATHING (24" MIN DIMENSION) HOLDOWN POST PER PLAN -STUDS PER PLAN (16" OC MIN) HOLDDOWN PER PLAN, SEE e 0 FfG SILL NAILS OR ANCHOR BOLTS PER SCHEDULE W 2"x2"x 3/16" PLATE WASH RS '--0", MAX 0 ANCHOR BOLTS MARK SHEATHING NAILING ANCHOR BOLTS SILL NAILS (SN} SIMPSON 'A35' 1 t NOTES 2'UNO 6, 7 SHEAR CAPACITY 1/2 I SIDE 1AND12" N! 16d 0 4" OC 16d 0 16" OC 340 48 OC (D BOGKEDUGT I SIDE 1AND12" 4p« p0 6" SDS 6„ 0 10" OC 5 510 FN OC 1/2" STRUCT i ONE 1 Od 0 3"" EN 5/8 0 @ SDS 1/4 " x 6" 0 8" OC 5 665 3 BLOCKED SIDE AND 12 FN n 32 OC 0 4 OC 4 1/2" STRUCT I ONE 10d 0 Z- EN 5/$" 0 0 SDS 1/4' x 6" @ 6" OC 6 870 BLOCKED SiDE AND 12 FN 24" OC ® 4" OC 5 1/2" STRUCT I BOTH 10d " EN / " 0 @ SDS 1/�" x 6" ► 10" OC 4, 5 1020 BLOCKED SIDES AND 12 FN 20" OC 0 3" OC EACH SiDE 6 I B SIDS 1 ND012'" N 5/8 " 0 @ "4" 4, 5 1330 .4CKEDUCT SCR � OC EACH SIDE -01 1/2" STRUCT I BOTH 1Od @ �," EN 5/s" 0 0 3/g" x 8" IAG @ 6" OC 4, 5 1740 BLOCKED SIDES AND 12 FN 2" OG SCREWS @ 3" OC EACH SIDE NOTES: 1. SEE PLAN FOR LOCATION OF SHEATHED WALLS. 2. PLYWOOD SHALL BE STRUCT=I (PII 24/0) WITH FACE GRAIN HORIZONTAL. 3. MINIMUM EDGE DISTANCE FOR NAILS SHALL BE 3/8". 4. OFFSET PLYWOOD ON BOTH SIDES OF WALL AND USE 3x STUDS & BLOCKING. 5. USE 3x STUDS & BLOCKING 0 ADJACENT PLYWOOD EDGES, STAGGER NAILS. 6. USE 3x SILL PLATE AT SLAB ON GRADE FOR ALL SHEARWALLS. 7. USE COMMON NAILS ONLY, BOX NAILS ARE NOT PERMITTED. 0 SINGLE OR DBL TRIMMER STUD N 1 i 4 q V .3 d Q tJC7 1� LOWER FTG re) v A WALL END AS REQ'D DOOR WINDOW OPNG B SiLL CONT 0 WINDOW 5 TYPICAL HOLDOWN SCHEDULE 1() EDGE NAILING (EN) AT PANEL EDGES, (?, FIELD NAILING (FN) ® 12" AT INTERMEDIATE FRAMING. (3) EN AT POST WHERE HOLDOWN ANCHOR OCCURS. @ PROVIDE 1 /8" GAP BETWEEN ENDS & SIDES OF PLYWOOD SHEETS. HOLDOWN SCHEDULE MODEL NO, SIDE BOLTS "H" ANCHORAGE " DIAMETER d IT EMB,TM L HD--2A (2) 5/8.0 MB 51/2" 5/8"0 AB 12" HD--5A (2) /q" MB 6 /4 '/4, 0 AB 15" HD--6A 2 7/ "0 MB 71/4" 7/8"0 AB 15" HD-8A (3) 7/g"0 MB 7 1/4" 7/8"0 AB 15" HD-1OA (4)7/ "0 MB 71/4" 7/8.0 AB 15" HD--14A (4)1 "0 MB 8" 1 "0 AB 18" HD-15 (5)1"0 MB 8" 11/4"0 AB 18" i # ' a # w # # � � # �A�iw✓�ti N v etM N M m M 41 00 x� tU �' r G7 . N Ap 00 tn � c 00 00 N V) 10-12-04 S�. SHEARWALL SILL CONNECTION WOOD BEAM SPLICE WOOD BEAM TO EACH BLKG PER WHERE REQUIRED SEE PLAN SHEARWALLSCHEDULE FLOOR BN TO BLKG BN i (2) 16d TOENAILS STRAP RAFTERS EACH SIDE CONT EDGE SHTG TO BE CONT FLOOR SHEATHING WITH ST2115 0 0 z PAST FLOOR W/ EN PER PLAN 0 48" OC (UNO) RR BLOCKING 0 0 Q TOP & BOT IN CONNECTO_ I...._ -- -- RIM JOIST-----_ EN R 0 Q.3 SHTG . " PER PLAN SIMPSON CC" SIMPSON "ECC" . EN . CONT BN OR "PC" PER PLANcn PER PLAN 4'--O"X 8'--0" SHEETS ol FLOOR JOIST STAGGER AS SHOWN PER PLAN `PLYWOOD EDGES 2x RIM JOIST ----- WOOD POST M DOUBLE 2x PLATE 3x RIM JOIST AT RAFTER A ISEE PLAN DOUBLE SIDED PER PLAN ---- -- WALLS 2x RIDGE BOARD 1 /$" GAP AT ALL PANEL ! f CONT BN �, N `-- WALL STUDS & SHEAR WALL. EDGES � I j � 4 PER PLAN & SCHEDULE JOISTS PER PLAN a EDGE NAILING (EN) WITH COLUMN CAP A�.�` , JOIST PERPENDICULAR TO FRAMING CONT EDGE h SHEATHING 1 SIDE) ( . 2X4 FLAT BLKG FOR 8d & SMALLER NAILING, 3X4 FLAT RIDGE PLATE � BLKG FOR 1Od & EXTERIOR SHEARWALL AT FLOOR JOIST FRAMING , "_� �_aq SECTION AT 1 "-it-o" LARGER NAILING (WHERE .I « INDICATED ON PLAN) DIRECTION OF FACE GRAIN • I C BL BLKG. EA. SIDE DISCONTINOUS EDGE AT 8x BEAM ' FIELD NAILING (FN) o BOUNDARY NAILING BN (BN) WOOD BM.—SiMPSON ' "A35" SEE PLAN EACH SIDE 2x BLKNG W 16d A35 PER SHEARWALL PLAN TYP. 0 BN SPACING SCHEDULE 2x8 BOARD NOTCHED AS REQ'D W/ (3) 16d COMMON NAILS SHTNG PER PLAN ROOF SHTG CONT PER ROOF RAFTER FOLLOWING NOTES: ROOF SHTG BN LINE OF CALIFORNIA FRAMINMG 1. ALL PLYWOOD SHALL, BE DOUGLAS FIR WITH EXTERIOR GLUE 2. PLYWOOD PIECES SHALL CONTAIN NOT LESS THAN 8 SQUARE FEET WOOD POST OR NOR BE LESS THAN 2 FT WIDE MULTIPLE STUDS 3. ALL PLYWOOD EDGES SHALL BE SUPPORTED SEE PLAN u CALIF FRAMING PER PLAN Wf FRAMING OR BLOCKING. 2x CEILING JOIST JOIST PER PLAN BLKNG � 48" OC CUT RR & CJ FLUSH ROOF RAFTER F CE IM UNT JOUST ADD NEW EN OHo QUSS TOP B WITHOUT COLUMN CAP IC—)SHEARWALL, PER PLAN & SCHEDULE W 0 SIM CONDITION: WOOD BEAM PER PLAN INSTEAD OF STUD WALL " " SECTION AT CALIFORNIA FRAMING "_1 t-�" 6 TYPICAL SHEATHING NAILING 1 �_, �_�" BEAM TO POST CONNECTION DETAIL 1 "_1 �_" 1 EXTERIOR SHEARWALL AT FLOOR JOIST FRAMING 1 _, _® 0 A35 PER 2x SOLID BLOCKING SHEARWALL 2x SOLID BLOCKING BN C 4 --0 OC (2) 16d SCHED LEQ 4'--0 OC (2) 16d 2X BLKG -- USE 3X BN EACH SIDE AND BN 2X BLKG -- USE 3X BLKG WHERE WALL EACH SIDE AND BLKG WHERE WALL ROOF SHEATHING (3) 8d 0 TOP IS DOUBL SIDED BN 2x BLOCKING (3) 8d 0 TOP IS DOUBL SIDED BN--- PER PLAN ROOF JOIST PER PLAN 8d@EA OUTRIGGERS SHTG PER PLAN 8d 0 EA OUTRIGGER A35 PER BN A35 PER JOIST JOIST SHEAR WALL EN PER PLAN SHEAR WALL ROOF RAFTER SCHEDULE EN ; �EN LTP4 PER SHEARWALL PER PLAN SCHEDULE EN , LTP4 PER SHEARWALL cr FASCIA PER ARCH EN PER PLAN SCHEDULE (ALT TO A35 2x CEILING JOIST SCHEDULE (ALT TO A35 WHEN WALL IS SINGLE PER PLAN WHEN WALL IS SINGLE F� 2,� �, DOUBLE 2x IE SIDED) DOUBLE 2x R SIDED) w 3 8d EA OUTRIGGER (3) 1 �6d LTP4 PER rn ER FOR TIE CONN SHEARWALL SCHEDULE Z 00 SHEARWALL PER _ SHEATHING ` ;� P PLAN &SCHEDULE SHEATHING {ALT TO A35 ON OTHER SIDE) W NOTCH 2x RIM JOIST WHERE OCCURS WALL STUDS SEE PLANS WHERE OCCURS -W L TUD SE � in 0 EA OUTRIGGER ' & SHEARWALL SCHEDULE WALL STUDS SEE PLANS EN ; S ALL tn 41 & SHEARWALL SCHEDULE ti �- ' t 00 Air, lk rn DA 10-12-04 51 civil, LIZ" CIVIL Sm=2 T FRAMING " " EXT SHEARWALL CONN TO SLOPED ROOF JOISTS , _, �_© INT SHEARWALL AT PARALLEL JOIST FRAMING 1 "_1 •_Q" � SHEAR TRANSFER AT RAKE 1 "_ 1 j_" INT SHEARWALL AT PARALLEL ROOF JOTS 1 _, _(, (E) F1 DOWEL FTNG F EPDXY NEW TO EXISTING FOOTING W/ POST TOOLED EDGE -� FINISH SURFACE -� z z a SIMPSON CB COL BASE BOLTS TO RUN PARALLEL TO WALL SEE PLAN FOR WALL ORIENTATION -�--� r- Fl—I (2)#3x2'--0'= (3) #4 EW BOTT t l_/1., 1 ILJV r\ r MI YA =© 2 012 SILL IF BOLTS SCHEC TIES & STIRRUPS HOOKS ONLY TYPICAL COLUMN BAR OFFSET 4db MIN OR 14" 12 _0 2 180" HOOK 90° HOOK its—is—olt 17 #4 CONT c STOP &BOT w :� z n #4 DWLS @ 16" u ce uj 1,_6» 7-c I �y r TOP OF SLAB 11 R COL I I PER PLAN WOOD COLUMN ON FOOTIN# e POST PER PLAN CLEAN ROUGHENED SURFACE SOG SEE PLAN Ob © 0 a 3" SEE PLAN 1"-1'-oft 18 1 NEW TO T-XISTING SLAB 11 SIM WITH OUT CONCRETE SLAB AT ONE SIDE OF POST NEW HOLDO�VN TO EXISTING FOOTING 2 012 SILL IF BOLTS SCHEC TIES & STIRRUPS HOOKS ONLY TYPICAL COLUMN BAR OFFSET 4db MIN OR 14" 12 _0 2 180" HOOK 90° HOOK its—is—olt 17 #4 CONT c STOP &BOT w :� z n #4 DWLS @ 16" u ce uj 1,_6» 7-c I �y r TOP OF SLAB 11 R COL I I PER PLAN WOOD COLUMN ON FOOTIN# e POST PER PLAN CLEAN ROUGHENED SURFACE SOG SEE PLAN Ob © 0 a 3" SEE PLAN 1"-1'-oft 18 1 NEW TO T-XISTING SLAB 11 SIM WITH OUT CONCRETE SLAB AT ONE SIDE OF POST NEW HOLDO�VN TO EXISTING FOOTING • # "lm i THRU r • n t EPDXY ')T. ISNP. REQ. (EL x 2'-0" 4,N G PER 4N 14 1 EXTERIOR SHEARWALL FOOTING 2500 PSI SLAB ON GRADE SEE PLAN CONTROL JOINT PER 1 "-1'-0" 1 1 d„> N V 1 � I al r��rrrrr �rr i� q` © REINF SEE PLAN N rrWll .......................................... �..J ......... ........ ... .... ............................... ...... ................. l lr,= PREPARED SUBGRADE 6 MIL VISQUEEN W E-N-+ _0„ TYPICAL SLAB ON GRADE O H. Ir 11 " PREMOLDED I,i, l 1,, SAW -CUT 114" WIDE BREAK BOND � JOINT SEALER CONTINUOUS WITH CURING FORMED KEY COMPOUND --- =D ROD HOLDOWN PER HOLDOWN SPECS EPDXY INTO (E) i 1�T_I I���{ jj �� (-�(�-I I I7,-�i_I! Icy-�(I� DE�rT t r rTr. -'-+� IIIIII i.r r ra-'=rTi� TING w ¢ Q CONSTRUCTION JOINT FORMED JOINT SAW -CUT JOINT NOTES: 1. CONTROL JOINTS TO BE LOCATED AT COLUMN CENTER LINES AND AT 20'-0" OC MAX AND EVERY 400 SQUARE FEET. 2. IF SAW -CUT CONTROL JOINT TO BE USED, SAW -CUT WITHIN 24 HOURS OF POUR. 3. CONSTRUCTION JOINT TO BE LOCATED AS PER NOTES #1 AND #2 UNLESS SPECIFICALLY INDICATED ON PLANS NOTE: EPDXY SHALL BE SIMPSON "SET" EV, OR EQUAL ICBO ER-5279 4 MEW !SLAB ON 'Ai CONTROL O, DATE 04-16-03 MF-1 R FORM MANDATORY -MEASURES CHECKLIST: RESIDENTIAL MF-1R Note: Lowrise residential buildin s 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 initiol applicable boxes when completed or enter N/A if not Applicable. DESCRIPTION DESIGNER ENFORCEMENT Building Envelope Measures: 150(a): Minimum R-19 Ceiling insulation. X 150(b): Loose fill insulation manufacturer's labeled R—Value. X * 150(c): Minimum R-13 Wall insulation in wood framed walls or equivalent U--factor in metal frame walls (does not apply to exterior mass wails). X 150(d): Minimum R--19 raised floor insulation in framed floors. X 150(I) : Slab edge insulation — water absorption rate no greater than 0.3 X, water vapor transmission rate no greater than 2.0 perm/Inch, N/A 118: Insulation specified or installed meets insulation quality standards. Indicate type and form. X 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—fabricoted) hove label with certified U factor, certified Solor . Heat Gain Coefficient (SHGC), and infiltration certification. 3. Exterior doors and windows weotherstripped; all joints and penetrations caulked and sealed. X 150(g): Vapor borders mandatory in Climate Zone 14 and 16 only. N A 150(f): Special infiltration' barrier installed to comply with Sec. 151 meets Commission quality standards. N/A 150(e): Installation of Fireplace, Decorative Gas Appliances and Gas Logs. 1. Masonry and factory —built fireplace hove: 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. X Space Conditioning, Water Heating and Plumbing System Measures: 100-113: HVAC equipment, water heaters, showerheads and faucets certified by the Commission. X 150(h): Heating and/or cooling foods calculated in accordance with ASHRAE, SMACNA or ACCA. X 150(i): Setback thermostat on all applicable heating and/or cooling systems. X 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 hat water tanks have R-12 external insulation or R-16 combined internal/external insulation. 4. All burred or exposed piping insulated in recirculating sections of hot water system, 5. Cooling system piping below 55 degrees insulated. 6. Piping insulated between heating source and indirect hot water tank.;,, X * 150(m): Ducts and fans 1. All ducts and plenums installed, sealed and insulated, to meet the: requirements of the 1998 CMC section 601, 603, and 604 and standards 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 req irements of UL181, Uf_f81A, or Uf181B ., If mastic or toe is used to -seal openings greater than 1/�4 inch, the combination of mastic and either mesh or #apa s�iall be used. Building cavities shall not be used for ,conveying conditioned air. Joints and seams of duct systems .and their components shall not be sealed with cloth back rubber addhesive duct tapes unless such tape is used in combination with mastic and drawbands. 2. Exhaust fan systems have backdroft or automatic dampers. 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, X manually operated dampers. 114: 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' color heating. b. Cover for outdoor pools or outdoor spas. 3. Pool system has directional inlets and a circulation pump time switch. N/A 115: Gas fired central furnaces, pool heaters, spa heaters or household cooking appliances hove no continuously burning pilot light, (Exception: Nan—electricol cooking appliances with pilot <150 Btu/hr) X Lighting Measures: 150(k)1 Luminaries for general lighting in kitchens shall have tamps with on efficacy of 40 lumens/wott or greater for general lighting in kitchens. This general lighting shall be controlled by a switch on a readily accessible fighting control panel at an entrance to the kitchen. X 150(k)2.: Rooms with a shower or bathtub must have either at feast one luminaire with lamps with on efficacy of 40 lumens/watt or greater switched at the entrance to the room or one of the alternatives to this requirement allowed in Sec 150(k)2; and recessed ceiling fixtures are IC (insulation cover) approved. X c14.8 General Requirements 05.8.1 Notes to be placed on the plans: 06.8r1.1 Maintenance Information. The builder shall provide to the building owner at occupancy maintenance information for all features, materials, components, and manufactured devices that require routine maintenance for efficient operation, Required 'routine maintenance actions shall be clearly stated and incorporated on a readily . accessible label. The label may be limited to identifying, by title and/or publication number, the operation and maintenance manual for that particular model and type of feature, material, component, or manufactured device. 07.8.1.2 After installing wall, ceiling, or floor insulation, the installer shall make available to the enforcement agency or post in a conspicuous location in the building a certificate signed by the installer stating that the installation is consistent with the plans and specifications described in Section 10-103(o)2,A and for which the building permit was issued and conforms with the requirements of Part 6. The certificate shall also state the manufacturer's name and material identification. CERTIFICATE OF COMPLIANCES RESIDENTIAL Page 1 CF-1R Project -Title r,,aa,r,,r- PROPOSED �MARTINEZ -RES -��______ Date. ,11/19/04 10131129 Project Address,,,,,. „ 2828 W ELDER AVENUE ---------------------- Documentation Author,,, SANTA ANA CHRISTOPHER Sr LEIGHTON *v6,01* I -- _--------- I 1 Ml n mit I Terry Engineering I _ _ 180 E Main St Ste 150 1 P an�Check Date Tustin, CA 92680 I -_ -1 (714) 838-1124 1 Field Check/Date I Climate Zone„ r,ar,,,n; 08 -----------------'---- CompliancerMethod .y..,�. MICROPAS6 for -2001 Standards �byEnercomp, - Inc. I MICROPAS6 v6,01 ^v6,01- File-SO408050 Wth-CTZ08S92 Program -FORM CF-1R 1 i---�-- User#-MP0206 - User -Terry Engineering _ Run -PROPOSED MARTINEZ RES---___ GENERAL INFORMATION Conditioned Floor Area,ra,r 1498,1 sf Building Type,,,,,e,e,a.,rr Single Family Detached Construction Type .,,,,,... Existing Plus Addition Building Front Orientation, Front Facing 0 deg (N) Number of Dwelling Un i tsr „ 1 Number of Stories„ r, r r„ r, 1 Floor Construction Type,,,. Slab On Grade Glazing Percentage.,,rra,,. 9.2 % of floor area Average Glazing U- factor, , r 1,23 Btu/hr--sf-F Average Glazing SHGC, , , , r „ 0.79 Average Ceiling Height.,... 8 ft BUILDING SHELL INSULATION Component ------------------------- Frame Cavity Sheathing Total Assembly �TypeR-value R-value- Rwvalue U-factor- Location/Comments --�M-_ --Type-___.._ Roof n/a R~19 R-n/a R-19 0,051 Existing Attic New Attic Cell Wall n/a R-0 R-n/a R-0 0,386 Existing Ext W Watt n/a R-13 R-n/a R--13 0,088 New Ext Watt Wall n/a R-0 R-n/a R-0 0,322 Existing Gypbo Door n/a R-0 R-n/a R-0 0,330 Exterior Door SlabEdge n/a R-0 R-n/a F2-0,720 Covered SlabEdge n/a R-0 R-n/a F2=0,550 At Garage FENESTRATION ------------ Over- Area U- Interior Exterior hang/ Orientation (sf) Factor Shading _--���� Shading »-#�- Fins Window ----p---- Front (N) - 6.0 - 1,280 0.800 Standard Standard None Window Front (N) 16.0 1,280 0.800 Standard Standard None W i ndow Right (W) 9.0 1.280 0,800 Standard Standard None Window Right (W) 12.0 1.280 0,800 Standard Standard None Window Back (S) 24.0 1,280 0,800 Standard Standard None W i ndow Back (S) 24.0 1.280 0,800 Standard Standard None CERTIFICATE OF COMPLIANCES RESIDENTIAL Page 2 CF-1R ProjectTitle,r,,,,... PROPOSED~MARTINEZ �RES ��- f Date„ 11/19/04 1031129 I ____ MICROPAS6 vG, 01 File-SO408050 Wth-CTZ08S92 Program -FORM CF-1R I I User#-MP0206 User -Terry Engineering Run -PROPOSED MARTINEZ RES I FENESTRATION ------------ Over-- CF--1 R FORM CERTIFICATE OF COMPLIANCEi RESIDENTIAL Page 3 CF-IR Project -Title„ <rar,rea-PROPOSED ^MARTINEZ -RES _ Date„11/19/04 10131129 I MICROPAS6 v6,01 File-SO408050 Wth-CTZ08S92 Program -FORM CF-1R ! I _..M_-- User#-MP0206 ` User -Terry Engineering - Run -PROPOSED MARTINEZ RES ----------------------------------------------- Area U- Interior Exterior hang/ Orientation (sf) Factor SHGC Shading Shading Fins W i ndow—Left' �(E) 9.0 1,280 0,800 Standard Standard None Window Left (E) 12.0 1.280 0, 800 Standard Standard None W i ndow R-I ght (W) 6.0 0.990 0,740 Standard Standard None W i ndow Left ° (E) 20.0 0.990 0, 740 Standard Standard None SLAB SURFACES Area Slab Type (sf) Standard Slab 1498 HVAC SYSTEMS Refrigerant Tested ACCA Equipment Minimum Charge and Duct Duct Duct Manual Thermostat Type Efficiency Airflow Location R-value Leakage D Type ------------ Furnace -W 0,780AFUE n/a Attic R-4,2 No No SetBack ACSplit 10.00 SEER No Attic R-4,2 No No SetBack DATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Tank Type HeaterType_ -DistributionType- System �Factor� (gat)- R-value --- Storage Gas Standard 1 ,60 50 R- n/a REMARKS COMPLIANCE STATEMENT 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 then, This certificate has been signed by the individual with overall design responsibility, When this certificate of compliance Is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features Modeling Assumptions section, DESIGNER or OWNER DOCUMENTATION AUTHOR Name,,,. JACINTO MARTINEZ Name,,,, CHRISTOPHER S. LEIGHTON Owner„ r JACINTO MARTINEZ Company, Terry Engineering Address, 2828 W ELDER AVENUE Address, 180 E Main St Ste 150 SANTA ANA CA 92704 Tustin, CA 92680 Phone, , , (714) 557-5836 Phone. , , (714) 838-1124 Signed., _ _ S I fined, , --- ...1,�.tt� (date) -,06 _C4 (date) ENFORCEMENT AGENCY Name. , , , --�K�neing------ Title.., 18U:9 fain St.#150----- Agency, a------ Totin, Ca. WPMM Phone„ « ____________ S I geed, < ___ __ 1i ~(date) UPON COMPLETION OF CONSTRUCTION► CONTRACTOR SHALL OBTAIN.CF-6R FORMS FROM THE CALIFORNIA ENERGY COMMISSION ATi www.energy.c(t.gov/titte24 (CLICK TO FIND RESIDENTIAL COMPLIANCE FORMS) THESE FORMS SHALL BE COMPLETED, SIGNED AND POSTED ON THE JOB SITE FOR THE PERUSAL OF THE INSPECTOR PRIOR TO FINAL INSPECTION, REit?`ait` NS f / 0 Z 1r LLLJ z Z UJ NR ESSz No. 17014 * Exp.3�31—` AN\ OF L � sJ � C3 LIJ � � C)7 Lim < < ry LJJ CK Wm r ) U) I..J 0 ry < 00Z 0 Oa < ry CL I. 0 UJ Q:: Q L1J 0 U— :2 >- ry CY- Q 0 f.i. < Z Data 11-19-2004 Scala AS NOTED Drawn: JCT Checked: JT Plat Data 11-19-200 Job No: 040805 T- 24