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HomeMy WebLinkAbout10140115-16.pdf�o/ AMk* 1 EXISTING RESIDENCE SCALE 1/81t=1f0fl ­C.T MhAG '-T Tyr"7' T 4 J"­q is 4 SCALE 1/8fl=lf0ll 4C-6" GARAGE A SQ.F. (E) GARDEN. go 1 1 1 6 E %. 0 $ IV 4EW DMVE WAY. 16 AR OPOS 4 16 1— 5 SQ.F. J, .-Ocupancy 91rup rm pinp TP Cor" 1 71 I 1 DN.A 1 1* 1 1 �7' 12 DN*l� 12 ESN010GRADE FSTX10I R%AM Dyf.0 ITS. !�W 2 s. I DN.'j y 32 EXISUNCTUSIDENCE. GARPEN. DN.,;�, Z-- ---- ----------- \ (E)DRVEWAY. (E) GARDEN. (E) GARDE C)L— ,S R I.D.; 2061 ROUSSLLE ST. SANTA AN A CA.. CITE PLAN, �CR. A .. tidscapt Nos— YES1, SCALE 1:20=.I'0" A NN113 R' NOTES. CODES & ORDINATES. b).- HORIZONTAL LUMBER TO BE DF NO 2 OR BETTER Y. C.- VERTICAL LUMBER TO BE STD OR BETTER. FV*,-JAL REQ R d).- TAND SILL BE PRESSURE TREATED f).- PLUMBLING WALL TO BE 2X6 STUDS. WI TAB PHOINNE (714) 667-2 g).-ROOF SHEATING TO BE 1/2"CDX PLYWOOD W/8d@61%6"&12"0.C. (PI16/)BIN. EIN. F.N. h).- CONCRETE TO BE 2500 PSI Fc'AT 28 DAYS. Room dition Sq. Ft. Lit" DEMOLITION STORAGE, 674 SQX ADDN.ALL- 3 q EXTERIOR FINICHES AND WINDOWS TO MACH EXISTING SFD. (W/ HEATER) j).- PROVIDE 20'-L GROUNDING ROD. lUFFR f).- PROVIDE ATTIC VENTILATION EQUAL TO I /150 ;s OF AREA TO BE VENTED ImISION v "I D­ pLANM I.- SMOKE DETECTORS SHALL SOUND AN ALARM AUDIBLE IN ALL SLEEPING AREAS OF THE zolac* UNIT. SECTION 310.9.1. EQUIPPED WITH HARD -WIRED SMOKE ALARMS - ACTION TYPE" BATTERY BACKUP. ,ISCR. 2:--ALL ELECTRICAL SHALL COMPLY WITH 2001 N. E.C.. =&,cape Plans ltcq'd THE FOLLOWING WILL BE PROVIDED AT THE JOBSITE FOR THE ELECTRICAL INSPECTOR.SINGLE LINE DIAGRAKPANEL SCHEDULES AND LOAD CALC DATE: FOR ELECTRICAL SYSTEMS.. ,rRXj: v '- 4:-ALL EXIISTING DOORS AND WINDOWS LEADING TO DATE-. . THE PROPOSED AREA SHALL BE WATER PROOF. PLAN'N'YNTG F NIAL yr*S_N 0_",,�- 5.-ALL SCREENED PANELS SHALL BE REMOVABLE. 6.-PROVIDE DRENAGE SLOPE AWAY FORM DWELLING 2 % (714) 667-270 0 ELSENVHERE:RDAIN TO STREET 7.- ASPHALT SHINGLES SHALL BE SELF-SEALING AND PLASED OV CONTAC-f pHO-NE ONSBELONVI, SuBjf--CT To CoiqDITI, ql V (2) LAYERS OF 15# FELT APLIED IN SHINGLE FASHION WHEN INSTALLED AROOFSLOPE THAT IS BERQEEN 2:12 AND 4:12. ')h "'34- _- ,, Roam AUckitkk CLASS C MIN. RAITING FOR ROOF PLAN. 8.- WALL COVERINGS IN SHOWERS OR TUBS WITH SHOWERS SHALL BE CEMENT PLASTER,, TITLE OR APPROVED EQUAL - TO 70" ABOVE DEAIN. 1.-2001 CALIFORMIA ENERGY CODE (TITLE24, PART 6) 2.-2001 CALIFORNIA BUILDING CODE (CBC) 3.-2001 CALIFORNIA ELECTRICAL CODE (CEC) 4.-2001 CALIFORNIA MECHANICAL CODE (CMC) 5.2001 CALIFORNIA PLUMBLING CODE (CPC) u C) Owner � a a a o� . � II N� o P'l U H II kn C) u z u 0 (_l) 0 P4 0 RECEIVE D SEP 2 2 2003 u w City of Santa Ana (p A- O u kf) 00 cd Toxa 03 cd C) cd Opp"- IM�MMM41 A-1 1 of 4 i EXISTING FRONT ELEVATION. SCALE I/4"=1'0" i).- ALL EXTERIOR FINICHES TO MACH EXISTING SFD. EXISTING COMPO.SHINGLES ool EXISTING REAR ELEVATION. SCALE 1/4"=11f0" EXISTING LEFT ELEVATIO'-. SCALE 1/4"=1'0" EXISTING RIGHT ELEVATION. SCALE I/4"=1'0" 1211 EXISTING STUCCO 4.� U s M 00 Zi o o rn 2 v O Cis p,i NM�NM NN�NNN�N iN��MMy� A 2 fo 4 NEW. COWO.S?3I2,TGLES NEW. STUCCO E uSuNcy r CV Mf P() _ CT TTNCTT .F. C PROPOSED REAR ELEVATION. SCALE I/4"=1'0" 211 7� PROPQSED RIGHT ELEVAF'�10N.,, EXESTING NEW. SCALE 114"=1'0" OWO.sHINGLES COWO.SHINGLES . .: • ' ' � EXISTING • • • .. '.. � ' .' � � .. � � ' ' STUCCO (E) (N) PROPOSED LEFT ELEVATION. SCALE I/4"=1'0" J i): ALL EXTERIOR FINICHES TO MACH EXISTING SFD. U W H W Q � o0 � N O � N � V .ram N M o3 o Z N � N � cd o cs p1 1104141 �M A 4 4 of 4 n _ w 60 U01, SCALE %4=1'0" 2x4 P.T.D.F. MUDSIGL W/5/8" O A.B. 7" INTO CONCRETE 12" FROM CORNERS AND 3'O.C, MAX. EA. A.B. WITH SEE FOUNDATION PLAN. 2"X2"X3/16" PLATE WASHER. 6" 12" —1 (MST CONC PSI IN 2500) STUCCO WEEP SCREED. 6" CONC. SLAB W/ lqz— #4 @ 18" O/C E.W. —` 1 —11" 11 2 —19'-81' 2 (�) GARDEN. 28'-11" %M* 10 21' PROP.LINE. \ ONE -HOUR FIRE -RESTS • TERIALS \ GARAGE d \ ® E FOR�wALL , \ E SEA POS S BEAMS F I GARAGE \ O / ADJACENT O OR SUPPORTIN A DWELLIN UNIT. CAN \ / / R.R.2X 10 @ 16O R.R.2X1 @16" O.C. . 1 / \ L=17 /ooll C' \ 14 x 6'8 NEW RET.GARAGE (-- — ------ DOOR.100 -------- -- r � L=9 13 r-6 11 �-- — 4 — ---- <41 v I ' U Q L=6 S'— ill i NN 22 ---- ._...— L= N 4X 10 P4 / I L=4 I � � \ •ice 22 \ ��, I NEW DRIVE WAY. 1442 e ►e I 16-5 I I R.R.2X 10 @ 16" O.C. I R. .2X 10 @ 16" O.C. 00'2'2— S-3 I 16'-2111 I I I L= i ' EXTSTM SIDENCE I —$= " I I I i $ 1) 13 —11 • ASPHALT SHIGLE o/l5# J/12 FELT o/1/2"CDX 24/0 I PLYwD W/ 8d @ 6", 2X12 RIDGE BOARD. 12" o/c. ROOF SHEATBING COMP. 18"LONG ICBO APROVED ROOF RAFTERS 2X10, S IE AT 32 " O.C..' 4 R.O TERS WITH ICBO BOUNDARY APPROVE GERS. NAILING, ' 4X14 HEADER. ,.wa 2Xlti BLK'G. r __2X4 STUDS 16"O.C. 2X10 FASCIA. 2X6 TIES AT 32"O.C. F, 5-16d. A 35 FRAMING ANCHOE @ 48" O.C. '-' TO DOUBLE TOP PLATE. X4 STUDS @16" O.C. REFER TO FOR CONVENCIONAL HANDOUT D-8 LIGHT FRAME CONSTRUCTION FOR EXTERIOR PROVOSOONS. WALL FIlVICH. i2 "O XI 0" ANCHOR BOLT 4' OC MAX. X4 FOUNDATION GRADE OR PRESSURE TREATED MUDSLIDE. 3 Y2" MIN.THICK. FINIS CONC.SLAB. GRADE. 6" MIN. _ o 12" MIN.�. 0 UNDISTUitBE o COMPACT NATURAL RADT� �` 2 TIONO B ' UMN CAP STUDS 16"O.C. 4X4 POSTS WI7TI HD2A 2X4 MUDSILL FOOTIG/SEE DETAIL. � a s.. V J SCALE Y4=1'0 GENERAL NOTES. I. -OWNER TO FILL IN BOXES AND PROVIDE 2 COPIES OF PLOT PLAN. 2: 3-1/2 THICK CONCRETE SLAB WITH CONTINUOUS FOOTING .CONCRETE STRENGTH: 2500 PSI MIN. 3.-PROVIDE 5/8" 0 x 10" ANCHOR BOLTS WITH PLATE WASHERS A M[R*4T V 2"x 2"x3/16" THICK @ 4" O.C. & WITHIN 12"OF CORNERS & SPLICES, EMBEDDED 7" MIMIlVl't.T.M INTO CONCRETE. 4.- UFER GROUND IS REQUIRED. REFER TO HANDOUT C -10. 5.- FRAMING LUMBER: DOUGLAS FIR NO.2 OR BETTER. 6.- RIDGE RAFTERS 2" DEEPER THAN C011MON RAFTERS. RIDGE MUST BE DESIGNED AS A LOAD BEARING MEMBER IF ROOF PITCH IS LEES THAN 3:12. 7.- PROVIDE 1 "x 8" DIAG. LET IN BRACE IN EACH WALL AT CORNERS. 8.- ALL MATERIALS: LUMBER, HARDWARE, PLYWOOD, ROOFING. ETC, SHALL BE NEW AND BEAR MANUFACTURER'S OR CERTIFIED AGENCY'S GRADEMARK. 9.- SEPARATE PERMITS REQUIRED ON ALL PLUMBLING AND ELECTRICAL WORK. ( ONE LIGHT SWITCH AND ONE OUTLET REQUIRED. 10a WHEN AN EXTERIOR DOOR IS PROVIDED, AN EXTERIOR LIGHT FIXTURE IS REQUIRED. 11.-ALL 110 VOLT GENERAL USE OUTLETS MUST BE ON A GROUND FAULT INTERRUPTER (GFI) PROTECTOR. 12.- ALL EXTERIOR DOORS MUST COMPLY WITH SAMC SECURITY ORDINANCE. 13.- A PROPERTY LINE MUST BE ASSUMED BETWEEN BUILDINGS ON THE SAME SITE FOR EXTERIOR WALL AND OPENING PROTECTION U n , N r^ M ct cd 0 Z' N N cd x cd cd 0 �g o � - Opp. �NI�M sl 1 of 3 MEW CONDIIAMIS I. GENERAL CONTRACTOR SHALL VISIT THE BUILD4,16 SITE AND SHALL VERWY ALL COND(tK)M AND DWAENSIONS PRIOR TO STARTIM AW WOW AM -MATSUALS, INCLLMW., FtMOSHED OY SUR-C�TRACTORS. ENGINEER SHALL BE NOTIFIED OF DWAUPANCIES ANOM DIESXWTIONS SHALL BE AMENDED TO DETAILSMOST RECENT DATE, UNLESS NOTED OTHERWISE. 3. ANY GENERAL IYPICAV AS SHOWN SHALL NOTEDAPPLICAKE, UNLESS OTHERWISE. 4. ALL OMISSIONS ! r BETWEEN VARIOUS OF THE VVORKING DRAJMNGS AND/OR SPECIFICATIONS + BROUGHT ! THE ATTENTION , ENGINEER . BEFORE PROCEEDING NTH AW WORK SO IWOL 5. CONTRACTOR SKALL PROVIDESAFE AND ADEQUATE TEMPORARY • ! WtACM ON BEAMS, STRUCTURAL ,» PROVIDE STRLICTURAL BRACING WJALL NOT w ! IS CAPABLE OF SUPPORTING b DESIGN +' ALL CONSTRUCTION CUf*ENT UNIFORM BUILDING CODE AND ALL LOCAL CODE REQUIREMENTS. 7. NO CASE SHALL WORKING BE SCALED FROM PLANS. SECTIONS ``,• OR DETAILS ON THE STRUCTURAL DRAWINGS. a. REFFA TO ARCHITECTURAL, MECHANICAL, A: ELECTRICAL 1 'i ! w FOR + r ORNAMENTSr. GROOVES. CLIPS, GROUNDS. DROPPED SLABS, CURBS, ETC. NOT SHOWN ON STRUCTURAL DRAWINGS. t 5 ^m 1. ALL REINFORCING STEEL SHALL BE NEW DEFORMED MARS CON- FORMING TO AS'TM A-615 GRADE 60 (WELDABLE). 2. ALL REINFORCING STEEL SHALL BE ACCURATELY PLACED IN A RELATIVE POSITION SHOWIN ON DRAWINGS. 3. A. SPLICES OF REINFORCING STEEL IN CONCRETE SHALL. BE AS FOLLOWS: 3 THRU # 5 "- 30 BAR DIAMETER 8 THRU # 7 = 40 BAR DIAMETER 8 THRU * 9 - 54 BAR DIAMETER 010 THRU 011 = 70 BAR DIAMETER B. ALL REINFORCING SHALL HAVE A MAXIMUM OF 50% SPLICED WITHIN REQUIRED LAP LENGTH. C. UNLESS OTHERWISE DETAILED, REINFORCING STEEL IN CONTINUOUS BEAMS AND SPANDRELS SHALL HAVE TOP STEEL SPLICED AT MID -SPAN AND THE BOTTOM STEEL SPLICED OVER SUPPORTS. 4, REINFORCING STEEL SHALL HAVE MINIMUM PROTECTIVE CONCRETE COVERING AS FOLLOWS (UNLESS SPECIFICALLY DETAILED) • LUMNS UNIFORMED SURFACES EXPOSED TO EARTH ............. 3" FORMED SURFACES EXPOSED TO WEATHER OR EARTH 05 BARS OR SMALLER ...... . .............. . ......... • 1-1/2" 2" 06BARS OR LARGER ...... ........................... FORMED SURFACES NOT EXPOSED TO WEATHER OR EARTH ill BUSH HAMMERED SURFACES - .. ...... • .... ' . . 2a BEAMS SURFACES POURED AGAINST" EARTH ................... 3" 2" FORMED SURFACES ............. , ................... , SURFACES POURED DIRECTLY ON EARTH .............. • a 3/4" ALL OTHER SURFACES • .............................. . CDIUMWi INTERIOR........................................... FOUNDATION C J((�� JIDAT` NOTES: q.,pi �i✓ i � • g�i•yp DETAILS. AILS. t. SCE SLIEI`:T 5-�,>r=oR GENERAL NOTES AND � IJ a 5/8" DIAM • •R X 10 LONG ANCHOR BOLTS�.. PROVIDE� �Vrm 7* MINIMUM EMBEDMENT SEE PLAN AND SIiGARWALL SPACING. SCHEDULE FOR NUMBER AND 0$ "' CONCRETE TE SLAB wlTiw MARS � I� O•C. 3. SLAG ON GRADE: 4 i1tIC. C: AT CENTER OF SL.A,II. {,I, s 4 > p • ROOF SHEATHING: USE 1/2"' PLYWOOD (5-PLY) STIR. 1 WTTH 8dl COMMON NAIL (PENETRATIONINTO FRAMING MEMBER 15/8r) AT 4"O.C. BOUNDARY NAILING AT 6"O.C. EDGE NAILING AT 12" O.C. FIELD NAILING P.I.o 3211 S; UNBLOCKED 0 " D R MINIM F A PLATE- WA H RS BOLT SIZE PLATE SIZE 5/8" 1/4" x 2"1/2" 'x 2-1/2" 3/4" 5/16" x 2-3/4" x 2-N4" 718" 5/16" x 3" x 3" 1w 3/8`° x 3-IM" x 3-1/2" EPDXY 1) FOLLOW MANUFACTURER RECOMMENDATIONS. 2) CONTINUOUS INSPECTION REQUIRED. USE ONE OF THE FOLLOWING: A• SIMPSON E`i 22 LA RR # 25185 B- CIA -GEL COVERT OPERATIONS EPDXY. LA RR# 25113 NOTES 1.) BOLT HOLE SIZE TO BE BOLT DIA. + 1/16" MAX. 2) ALL EXISTING FRAMING TO BE FIELD VERIFIED. 3) ALL THE WORK PER THESE DRAWINGS COMPLY WITH THE 1997 UBC. 4) NO TENANT" IMPROVEMENT WORK IS PROPOSED UNDER THIS PERMIT. CEILING JOIST SCHEDULE r' SIZE SPACING a SPAN(FT) 2x4 12" O.C. 9 16" O.C. 24� O.C. 8 7 ' 2x6 12'" O.C. 14 I t — O.C. 13 24" O.C. 11 2x8 12" O.C. 20 16. O.C. 18 2 4' O.C. 16 ' 2x 10 12" O.C. • 25 16" O.C. 23 24" O.C. 19 SHEAR WALL SCHEDULE 1997 UBC r SMEAR SHEAR BOLTING; ($,) ROOF & FLOOR (2,5) ! SIMP. A-35 S1�E PLATE NAILING r SPACINGS NOTE # TYPE SHEATHING FASTENING _ _ SMEAR_ I BLK'G TO FOUNDATION _ __ _ - . - - _ -- _ ; U.G. EN & FN 75 I YES 5/8" IOIA AS c@r 48" O.C.@ 48" O.016d 6" G.C. i 36" 4C , - C.N mW/6d t P O 1 s � 1 "GY 13 � C 1 2 1$ O 1 ,. " O.G.. ___.._._. I SAME BOTH i SIDES _ _150 1 _YES 5/$ DIA AS 24" Q.C. ' _._.._.10d.� __ ,... - ,5/$" GYP - fan Wl6d C.N. 4" O.C. EN FN $ � YES __.i .. 5/$" DIA AS @ 48l' O,C. i 16d (t 8" O.C. j 3�'" GG r 5/8" DIA AD 24" O.C. ± 16d 4 0. ty 1$a. i 75 YES ___ w ..� _. _ . SAME BOTH Slays � 1 " ... 3 17r8" STUCCO W 16 GA X 718" LEG STAPLES {� i NO 5/$" DIA AB 56" O.C. 1 6d_$i.C, _ a 24 CSC L& Pl. OG� OR SHEAR WALL AND FIELD _1$q_._. ._.._.__ � -- i _ -- i ': fI PLY W!$d ��" EN $� 12" FN_ 20q YES 518" DIA Ali a36" Q.C•__._ __ 16 6" C3.C. �_ ?. ?4" 4C _--- 4 3/$ SiR •__- _ _ _ 1 d O.C. .C. ! 16 OC ._._. _ / " DIA AS 32" O.C. 6 260 YES � 5 $ � { S !15/32" STR f PLY W/1Qd 6" EN & 12" FN ; " DIA AS 16" O.C. ' 3/8" DIA U•G. � 12 OC 4, 5. 7, 10 SAME BOTH SIDES 520 YES I 5l$ i . - f i..._........._.,.._ _..... ..,.._......- .... - .Y.....r..........,....._...,..._.......�._.— I � ,15132" STR f PLY W/10d @ 4" EN & 12" FN 35q ! YES �- alb" o1A RI3 a() 24 O.C. ? 16d:� 4" C.G. 4, 16' OC -- c� YES 5/8" DIA AB 16" O.C. ! 31$" DIA L.S, 6' £7: j $' ©G 4�10 ME BOTH SIDE. 7q0 _ _ _ �� _ _.� ...._ ________ _ ___ 12'`OC 4, 5, 7, 10 SA6 O.C. _ - 3/ DIA L.S. .._.--' ..�.;; s 5/$" DIA AS 24 j 7 ;15132" STR I PLY W/1Qd a 2 1/2 EN & 12 FN 490 YE I 16" O,C. ; 3/$" DkA L.S. 5"' O.C.I w aG 4 5, 7 10 SIDES _ 9$q YES 1 a/4 DIA AB _r YES ". _..'..; € .S.„ c.c. ! e" Oc 4,`5, 7,10 2FN 61q YES j 5l8 DIA AB ,�i O.G. ; 3/$ Di y 8 115i32' STR I r LY W/10d 2 EN $s ; n y5� 4" O,C. 1 4" OC 4, 5, 7 10 122q YES 1 3/4DIA ASS 16" O.C, 3/8 ILIA L.S.w _ � _..� �.. - s00 s 0. s SAME BO NOTES: 1. ALL EDGES OF PLYWOOD PANELS MUST BE BLOCKED W/ 2X OR 3X SOLID BLOCKING (ALSO SEE NOTE 4). 2. ALL NAILS SHALL. BE COMMON NAILS 0 GA (.14$ DIA) X 3" LONG W 5/16" DIA HEAD. (PENETRATION INTO FRM'G MEMBER -'1 5/8") 3. ALL PLYWOOD SHALL BE 5-PLY APA RATED PLYWOOD. 4. PROVIDE 3X STUDS, TOP PLATES, SILL, PLATES, AND BLOCKING. N 5. L.S. INDICATES LAG SCREWS X 6" LONG MIN INTO 3X MEMBER OR BLOCKING. (PRECORILLING IS REQUIRED) 6. EN = EDGE NAILING; FN = FIELD NAILING; AS - ANCHOR BOLTS. 0 01 aQ3Q7 cliY OF LC35 ANGELES ONLY) 7. STRUCTURAL OBSERVATION REQUIRED BY STRUCTURAL. ENGINEER PER SE 8. PLATE WASHERS REQ'D FOR ALL. ANCHOR BOLTS (DO NOTUSE CUT WASHER). FOR 1/2" DIA AS USE 2" SO X 3/16" AND FOR 5/5" DIA AS USE 2 1/2 SO X 1/4". IB J. USE ITW RAMSET / REDHEAD STAINLESS S PEEL 'Rl1>30L.i WEDGE AiUU11�3I L1"8 ATALL. EXISTING- FTNG, WITH M13E.DMENT OF 7" INTO FIRST POUR PER ICBO #1372 OR LA CITY RR 2148, > 10. PROVIDE 1/2" MIN. EDGE NAILING DISTANCE AT PANEL ENDS AND EDGES• 11. PROVIDE 4X OR 6X .IAMBS STUD AT ALL HOLDOWNS UNO. 12. SEE DETAIL FOR NAILING. I 1 AL wow (f • _. 14 a d , M " .. 9 lly " � •1 ........, n.. u.,�a ,,.....nAwdi+n.se.•..,a;,.. ..x. '.,w..na-.....+.... .. .. .........,..,-.s....x'. ...,...•,•. .:n.»e+!.,++'r.M.'w.•..,,. ,, ,. .. ... ..w ..if ....,e. .. ,.....m.;k.:•.i....S,..: ..• .. _.,. , ». .,.. .. ... ... .r '1 1 I —AN .. ......•.. .„ ... t ADD t t� ° 6APLAN S e F ib HC�L iC�WN I �x FLK/ t°r•t6ct/I5'�°' TOP C a POC7TtN .• 2-2 G 4 �'� W/ HILTI JECWIK THREADEDt�d016O•�° TO �t ° �`i ° ° W Ca { ° A,NCH. BOLTS W/A DHES � � ram• /E.N. A•'I' _ v o s ,_.. ...::: w.. .. E (ICB(� #4016� EMBED, SEE SGGHe SHEAR AA60 WALL 6 ALL i ' �.•..�. � ca SIb�iP50W CC ° `• � M ` r we °M � • EXIST. SILL PLATE J/ " & R.H. TRUBt7LT WEDGE � � l� rl I. lz>06T SEE PLAN BILK. TO DUCE J ° t A gyp W� g� g «p» LE p �+ p .•°° °, 1�°° ?�t°�G° , _ _ • ! 0 d ° i °° e1 f �� �l �'� ate ja i s J/ pC, 6- 0 6 CAp 6# ° °".� • _ _._.. e OW SWATHIW# Top MiN. Kill SKM *A" °° '°° ♦ e ° 1° d O.C.%4 Nye N1i-o® � 12-A �u °OR T es! SI`EN�fTIEPDXYIQ# M��EIgyI��SI�29 m . I 'dTA trip C91 HD5A 5" EMBED $410 O♦C♦a HD6A 5.56(9280) 5196 ° ° } GEc- P L..^" � . °® ®. ° ° ° ��, xrr�►�ti�Ri � `! HD8A 7 .56(14455) 8094 7 3/4 .56(16345) 9150 ° a a �� ° g .56 (1r760} 9553 !i A,• w_ M i ,.. • '1. i t o a • {may a �'I � _r ®I . TN l till: 0 CAt,. i �' . 4• 4�114���r( gt,.�Y•.yya ---- . '. Aa �- B.N. SIM.P° A-35 �? 16" - B.N. ' � pp ® ° Y♦'Y• 0 tr •M (i 'ill '•___»,-...,_._-........._.,.... , . ... .....___..- _ .. ' +• ' Tom , 9W •' 9x a A. 2-112"MIN. r R0Cl � R. ROOF SHEATHING P09TION dlal. w Ia�c tt�D t�NdOfz° ; AP h6FkeR.J5 WAT"10C i4 WALL __ ' ..� �. PLATE Di rti t'c�ti i�:�'r%� o�ri° Ad w It#n rOittt.. ��� I�OK #aa . par { - _t ' 2xBLK'G @ 4'-0" AWHOFt _23BICE.N.tyG ;; 'Ar NAkL faiiCf- I I200J 'fil M �w• ..� » ry .,, ..�...».._. ._. � _ �„�... 2MIN. yVO4 ®a pow P , MAKta �®4 µJ p7+ ✓ = bµ° 13 a�t�tC 1i'I MIN. D 21/2" #S ,�-6 E►ZEI SII A35@16" `}f Tt1 OR SI'lltRU • NT i3 lvp d . 1rI(j rim i SL! r SAL:;; • . ra'rr3: ALL u wRS SHALL �L VfDxCOLD • ._......_.............._.�.___....�».__w,.�._ .........._.,.. _.jj��I�f' ....,_.�,. ,.,.,.. ,.v_......- .... ...,-...... ._@��p�M f� -.. ; BN N y{ yp..ay �i^�q �/Y _ }�jy.•. .. 4�'+;S` _ .. �� � N ' % •�,..,..+,:w�. • r FLUSH NA®&. � xuaAonk�p u••xc�7ekR7t�{' �♦ , Y6236 1'^• «Y"v°+.wNW.S+P,•••. { � ` .. .. ... V (E) (N)cn f�c .� 1f7G8 F�1���fA�Z Y`!l._ 5�.H�.____.. _.,_.._.._.�__ .. �-µ._....n._a._.._.,w...____a..__..__.____._.....v,,.._._......,,.....,,M... ,�/ „" ... .;r-x.�=.:.>:r.;.;�,.�',tc�?�F��n••.>'t-.... ..... .. .,.... �� �� 00 .d•?' j 5IL PLA GWN�d '11 1� g� 'a,�{,.,.�y^_�p'^y - r."..,...i.�•-.»...,«.... '^'! ,•l' i"_ t �q�,a•� qg /;,�yt • .. .. ,rat•t,tr.,:. t,v Y °.a• «w.w• .r ".».'""'".."'"" Ada 6 :rrM••LM ' i*""1 �. \: ' 11 IL ���" i" � i i P../6,+6,✓ + �r�"' .�.... ,»... ....._...». _. «, i Ke/�k✓ a.J""��i ! •ibwC"ro � ' NEW FOOTING 0. i ! 51W. Ash �: _. °+lGr lid: ' t1..J . ° E Y J i5 WA55 i � m A , e r PT 411 AIT, REP NU. YVDvp ANCHlull[ I ° VA4A6 mov. .N MaNU=. ArO;h � ° • ° o figlfii py@�tt 1 / y yt y�,,y [ll 5e Ie t,���+ �i"s, m ° ° i iad'ilJS'�' .t BELOW I9' ALIGN BO"Z'< #5 DGWELLS x 24"L• OF FOOTINGS DRILLED 6" IN'I°� r� : ` �a , �&"W0 AN40 root$ rl a _ EXISTING FOOTING & , `.. ,� .__.� _ . _ A _ �, jj 1;� xA04aV4V A 3 's EPDXY GROUTED. _.. °. � _ 1PVC° "� � �` � � irV& :$ '/:%IM 4 �< ��A.. } t\� '1 gVyPy�y� WJV A 40s ® Do g j gig 000000.7 AVO 0 mo a PA ® per• WWWW} W 1 AT bit* of v4bu4' 5 N i 1 • • _ _ .. __. _ A' 1 P](�q) 0 EXISTING NEB Ill • •...,•,,., 'p'y t GONG T STUD WALL i {RC%i1S• 1 S.P.N. B.N♦ t 0 . . . ,. -� FLOOR SHEe G. ki -To it s �� _... f � � ' 2x BLK (� 48 0.C. M.•.... ,+ . , ., sl 2x E.j. w/ 16d Q.C. TOP WA-t,LL T,?LAN & BOTTOM. PLC ° ALTtl4NATOW14MOV . ........ ,.. _.. _,... ... _,-.. SIMPSON A350 16C.C. •. ...... ... .....w • .. ....� _ .....,.. z w t I All. f / TI ONE t �' .. ' ..•»...,>-.aovo,,,r..»o,,.,.,.-..w•N...: wv'' „ao.rvw.z.•:.+.. :a 7; �+ i f 8. mow' JT10 `! , Me r p �.. �- MIE f� OCCURS. k..., �: �1 8 STUD WALL ,a►s ' . I �� t � u � ��� tiel�4i �� tom►. ��► --�U.N.FLOOR SWIG. ; � �.♦1 i Il e A gam, ¢ gnat q )4 y ' 10 1 q /�y, � tl g �BmvA �R 8 4� �y� � ,�W 9"nA `+" rt 1 _ �. Q �s '�@ IY�.`T Ai @ Y�IF� A $A F.J. ,. 9i HANGER, .�.G EXIST. Ri JSi. �� �. scale ' > i `Y (" � � � ,..� ...,,,, ,�� �, � ,:�:,. �°,r a Ak'1'" Ate+ oa, i.il�iL �.AA."�°'+y�'' �Yrta+�► ! 2x LK G .», 16d NAIL'+ . rl; +�'d"'i� W/ ,� • 6 �?tA�lt 07 10P14. MAW F00m irw ` "SIMPSON A350 16" O.C.y° r ' i' i i SSS i hry � rvfroA•. j t21 Syr• I 1 11 1 W 'I. Ills of shorts � t , MANDATORY MEASURES CHECKLIST: RESIDE'NTIAl"., MF'x.m 1 R Note: Lowrise residential buildings slubject: to the Standards must contain these measures regardless of the compliance approach used, ,F r � requirements i � I t � � t t { e �i f�.a �e of lterris Mcarksd with can asterisk � } may be superseded b) more; �.rrngent compliance r.,quirem3n s listed on ,he s r r Compliance. When this checklist is iincorporated into, the permit documents, the features noted shall be Considered by all parities as minirrium r;ornponent performance specifications for the mandatory measures whether, they are ,shown elsewhere in the documents or on thus checklist only. Instructions: Check or initial applicable boxes when completed or enter N/A if not Applicable. DE,S;CRP`°f'ION DESIGNER E INF'ORCEMENT Building (Envelope Measures: ...... .., 1,50(o): Minimum R­19 Ceiling iinsulation, X 15O(b): Loose fill insulatioin manufacturer's labeled R-Value. X 15O(c;): Minimum R-13 Wall insulation in wood framed waills or equivalent U-factor in metal frame iNalls (does not apply to exterior mass walils)P X .............*.,«x.x....,..x..."«+.w, ;r,«..w�,.e».w.rvw.w,w.nwmw.wx»...,+..,....,.."...w.««...:,.....rr..+,.ru... o..m.w«..w.., w,0.,..�,».,,......>,..»�.,n.,..,.,.r.....,«..,....«x.r,....,...,a..,+r.....,,m...w,.xr...«»,....wa...,..w.,.«.,.,..,..w+..,....«w.......,•w,.,xr.,..r„wr•.+....r.,,,x.,..,..aw++..n,.w,...*r»rx,r;am+...»m.,..w<n, ..,. 15O(cd)h MinimumPM...'13 railsed floor insulation in framed floors. ,.,..,..vx,� w..,rodxw.......«,..,,.�,wm..x,,..awe,...� N/A ..«.x.,....,,...u.,,.,.....,.....,r.,.,,....,....,..w..rv,,,..,,,.....x..,,.w,..m,., 15O(I) P Silab edge: insulation .«„+ water absOrption rate no greater thon 0.3 %, water vapor transimission rate no greater than 2,0 perm/inch, X 118: Insulation specified air installed meets insulation quality standards. Indicate type and forrri. X 116µ.17: Fenestration Products, Exterior Doors sand Infiltration/Exfiltration Controls. 1, Doors and windows between conditioned and unconditioned spaces designed to limit air leakage, 2. Fenestration products (except field -fabricated) have label with cerltified U•-foc;tor, e,:ertifled Solar Heat Gain Coefficient (53KC), and infiltration certification. 3. Exterior penetrations be ,_...xd_.o«,...a.«rons caulked an..dx.,sealed. s..t...r.wippe, 'd• tallDi..n�..t,*sr.�. ee��.,�.,.�.....,... M.x«..t,..e.,.n..,�an,.rdxrv.,«....xw�i,n....d.,w,,.�.s.....«.,a..,�sax.�t.h...wa.«r.... X w.rvo..,.r ,..6 �a.xn....drr 150(g): Vapor barriers rnandatoiy in Climate Zone 14 and 16 only. ...Y..,..�._.wM.�.M......m.x�...�,,,.�....�......«x,.x.....�.�..xr..�w..�....y�,..�,.�.,��,�,..�x.«,w�..,�«,..w........�._�.�.�,w,..w.««...w..._.,...w��,..,�«.w...«,..�.�.,,..,.x«..�x�..,..,.w,,..�,.�..,.��.....�..wre.�w.«.��.x..rv�..M..�.«ww.rv..�..«.x.w.�,.« rv,..«�.,YY..�,..,...�r<.,.M�.�..w. rv.�.«.�..m�w,..�..,.� , �M. � w,,.�.., N fA ......�/...�.�..a.,««...,.«.�.. �,.x ..,�.w..,.w., ,..,,rv,.�._.x.,.�...«....«.....,,... ..,..,_,...«,.�........ ..,,.........�..�.rv.a...x�......�Mrv.«.�,x..,,w,. «,.�..._w... 150(f'): Special infiltration barrier installed to comply with Sec. 151 meets Commission quality standards. N/A 15O(o): Installation of Fireplace, Decorative C3as Appliances and Gas Logs. 1. Masonry and factory -built fireplace have: a. Closeable metai or glass) door b< Outside air intake withdamper and control c. Flue dumper and control 2. No continuous burning gas pilot lights allowed, X Space Conditioning, Water Heating and Plumbing System �Measr.area:ww.�.�....�......�........�...�....x......�.,�...x.....�._««w.��.,�.�..,.�«.� ._a ..r�.�.,w..�...«.�..�,�.. �,.x�x�.M.«..A..,...,�.�, 5.«�...w.�....«�., ..............�w._.,....�M.�....,.,......�...,.M....«.M,.�x a H AC equipment, ent watc,,r heaters, ;show fi a f i 1Oq.�.11� V eq T m , e , showerheads and aucets certified by the Commission. ..«..�.�.,...�,w...,�...«...�a«.�.��.,,.a.,..,�..�.,...�r»,«,..�..��«..,.�..V,....,.M..M�.,,,.r.....<.�..«..... «.............xx.«r�«.M uH.,�....«..,,M.w«.r_..,.....«...�,.«..�...x.r.,... w..«�.«...._.«,x.....,«.,...,rv......,.�.r.,..,«.�.w.,.w,...,,....�.�„M,......«..,�,,,..w«x....,,.w...rvrk...h�.« «.rv.�,.� .0 X .�«,,.,««w.,.,..�«.,, ..�.., . �..,,.,.,��,..r ,.... ...Ax....«�xPw.........w.....M....r,.�.�...�..«,.�..m�.�.. 150 h): Heating and/`or cooling loads calculated in accordance with ASHRAE, SNIACNA or ACCA. { X «.......�.�....,,,..«.�,...w_.x,w.....,..�.�..,«,.,«_„«�.«.�,�...,,w«....,..rv«x.....www...,...«,r,M.w�.«,.«,.,.,.,.�.v.�w«.,.>....._.x.«...r<..,a,.�,..�n.«�.rv.h..�,.,K.«....w«x,..,.,.,.�,,.��..�..,.._.�w........w.,��,�...r~..w. ..�«,,..r..,.�...«�,.Y.....N�....,�.,,,rR�.P«..M.w.,.r~.,,,. 1550(i): Setback thermostat on call applicable heating and/or cooling systenns. ..,..�.�.,..,.,..,..«�.r.,�......M«w...�..,. X .«......,M«..........w�.,,....x�.«,...w#„x..�,.,�.,..,....�.. 150(j): Pipe and tank insulation 1. Storage gas water heaters rated with Cain Energy Factor less than 0.58 must be externally wrapped with insulation heaving 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 (,Ireate,r) . 3. El ackxw•up tanks for solcair system, unfired storage `tanks, or other indirect hots water tanks have lax 12 external insulations or FZ-16 combined internal/ext:ernal insulation, 4, Ali buried or exposed piping insulated in recirculating stertions of hot %later :systern. 5. Cooling system piping below 55 degrees insulated. 6. Piping insulated between heating source and indirect hot water tarok, X .x. .ry...,.�,..x..150(rin):.PiJucts and fans«..�.,......«x.«.xr",�....�,..,,«.«x.x......�.....,�,.,«x,xx�.�.«w..�....«,....�..,«.r,,...�rv...�,.x.....,.,....�...�.�......,�..,.......a«....._w„c.__�.,.._,x«x�._�,.,�...�«.�x_...�..�.�..�..,.�.,a,..rv.�«�.,«,_.«� .�.�.rv,...,..«...x�,..N.w....w..W.�...�w«.....«.4 ...,,«..««.��._�..,..�«.�,x...,..r~..�.�.«.,...�..,,.....,�� 1. All ducts and plenums installed, sealed and insulated, to meet the requirements of the 1998 CMC sections 601, 60..3, and 604 and standards 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 scystern that. meets the ap Eicable: requirements of Uiax181, UL..181 A, or U11811 E3 <. If mashie or tope is used to seal openings grea�or than 1 /4 inch, then combination of mositic and either miesh or topes shad be used. Building caviiie � shall not be used for conveying conditioned air. %Joints and seams of duct systems and their components shall not: be sealedl with clothe back rubber addhesive, duct tapes unless such tape is used in combination with mkastic; and drawbands< 2. E)(haust: fan systeims have backdreaft or, automratic dampers. 3. Gravity, ventilating systems serving conditioned space have either automatic or readily accessible, manually manually operated dampers. 114: Pool and !Spa Fleatinc3 Systems and l`quiprnent. 1. N'ysterri is certified with 78 % thermal efficiency, on --off switch, weatherproof operating instructions, net electric resistance heating and no pilot light. 2. Systerri is installed with: an Alt least 36" of pipe between filter and heater for future solar hooting. b. Cover Ifor outdoor' pools or, outdoor spas. 3. Flool system has directional inlets: and a circulation pump time switch. N/A 115: Gas `fired 'central furnaces, pool heaters, srpo heaters or household cooking appliances have no continuously burning pilot Eight. (Exception: Non-•rvelectricalcooking appliances witch pilot <150 E3t.u/hr) X Lighting Measures: µ15O(k)1<: Luminaries for gener'all lighting in Wtchens .shall have lamps with an efficacy of 40 lumens/watt or greater for general lighting in kitcherisP This general lighting shall be controlled by a switclh on a readily caccessrible Iightin;I control parcel at an entrance to the. kitchen. , �N/,A ..,a,.w,.«�� ....x..a..wkm,�.. uw..rn��..�..y�.�,w.w..�x...,«�.....M........_,....�.... 15O(k)2.: Rooms with a shower or bathtub must have either at leash one luminaire with lamps with an efficacy of 40 iumen.s/wat:t or greater switched at the entrance to the room or one of tide alternatives tO this requirement alloyed in See 15O(k)2g and recessed ceiling fixtures are IC (insulation cover) approved. X CERT i F 1 CRATE: (IF' CCIMPI. I ANCE k RESIDENTIAL Page 1 CF'•m I R Project "itic , , , , , , , , PROPOSED IIART]INEZ RES Date. Y 07/Or'?/03 131 2:11 1.3 Pro jec:tAddress. , , , Y , , , 2061 iROUSSLl E STREE- T a ,«., «., ., ,.,.aw, ...x......h.....,..._,. ,..., SAWA ANA CAL..IFORNIA *vb, 01# Doc umerittat I on Author. , , James W, Sm I 'th !i 4P(oA I Permit # Ferry Engineer° i nr) ` Q�°�► 1 E. Ma ! ►n St Ste 15CJ ll C�Fie� / 1Date I{ Tustin, CA 9C2680 II .. w...., x._. I ( 714) 838.11(24 l! F ! e t d Check/ Date I Ct I mate Zone. , .. , . , , , , , 08 ,x,x�.,«....«„x_,«,,..,,....................,,..,.,.,,.,,.rv,-.,....., e Comp t iance Method, , , , .. MIMOPAS6 vb, 01 for 2001 Standards by E:nerc:.cimp, Inc;, i M t CRCFASb vb, 01 F I t e-Sl3t3 9 Oq Wt TIIiBS92 Prr mrIRM v F1k i I Userttrv-MP01206 User -Terry 8 9 E,n i n�eer i n Run-•F'RDPOSED MARTINE:Z RES I GENERAL INFORMATION C;;cand I It I onerd F" t oor Area, , , , , 1614 sf Ilia I I d 6 ng Type, , , , , r, , , , , , , , , S I ng t e F"am I t y Detached C;onstruct i on Type ,, , , , , , , , , Ex; I st I ng Plus Addition I3u i t d ling Front Orientation, Front Facing 315 deg (NW) Number, of Dwe I l Ing Un I ts, , , 1 Number, of Star I eso 8 6 111 1 t, 1 1 Floor, ConrStruc.t f on Type. , . , Stab On Greeds fitart I rig Percentage, , , , , , l , . 17.9 I of floor area Average Glazing 0-,factor,, , 1, 08 Btu/hir-sf-+ � A per ac)e Glazing SHiGC, , , , , , , U, 74 Alvercage Cer I t I rig He I ght, , , , , 8 ft BUILD 114E SHELL., I NSUL,.AT I ION Component Frame Cavity Sheath f nc) Total Assemb ( y Type Iylae R-value R­value R-value t.irvwfuctor Location/Comments Roof n/(:,k Ra 19 R-n/o R. 19 0,, 051 Ex I st I ng At•t: I New Attic Ce i t Watt Wa t r «,,. I {)r 3 6 eti RM.0 I�•�,rnlc► R{ x �� 8 ri / , s . 1�: I, i r F x t, W , x .�'t n x w .xf Wa I t ri/a R­ 13 R- n/a R­. 13 0,, 0138 New Ext Wa t t Door n/a Eta 0 R -rn/a R- 0 0,, 330 Extear I or Door S tabE.dge rr/a R­0 Rr)/a F 2=03, 7PO Covered ION FENESTRATION E.Ivcarrv.. Area U..11 Interior l-xter I or, hang/ Or 1 entat I sari C sf> FactorSF3GC Shading Shad I rig 1;., ins Window Front ( NW) 20.0 10. 990 CI, '740 Standard c>tanolord None Window R I I)ht ( SW) 13.4 ICI, 990 0, 740 Standard S tancalard None Window R I ght ( SW) 16.0 10, 990 0. 740 Standard Standard Nca>ne W I ndow R f ght ( SW) 16.0 10, 990 0. 740 Standard 'Stanolard None Door R i ght (SW) 16.7 0.990 CI, 740 Standard Stanolord None Dour R I g)ht ( SW> 33.3 10,990 0. 740 Standard Standard None Window L eiFt (NE) 16.0 10,990 0, 740 Standard Standard None Window L..eir t ( NE) 3.0 0.990 0. 740 Standard Otanolard None CERTIFICATE' [T~ C]MPAN ; k RESIDENTIAL. F'a8c 2 X. 1 R ....,w.�.... .....�.+. ...,,.x.,�.,.,, xM,.x, .,h .M.n...r..«,.P„wx,,...w..wx.�ww.,x,�«.�..rs.,,..�.�.:�.:���.w w,.wr<xrv.�..�,a�� a�a�::�� ��,::� �:�:•�,: .;w. ,:,, ,. n. ,rawr......�,.:. 1 r i ePrr�ert IItic, PR�'ESMI MART lNEZ RES Date.. 07/Ic/ •ww.w, .+r.r,xa YWuu. ria, , ae,. N,d.«v ac�,eh,v.+.u.,..✓n ieb.wY,wP+M,�I.'µrr rFni tW+r MBa, wrYi µvP .'h xHah. W,e+n a.ry Mwh rrw ew, Mnn.w..w'we.w.Yw„>.,'w.,w.i. ���r�,+a.i. <Yr.•wu MM,�p�Pivw�a�n�Wx P-nex.x ..«.,a.. wrvax. e. n. ..u... w+, W+.,nO I M I C,RHE AsS6 v 6, 01 F I l e-S030 OO Wth-C. 10 :3S92 Progr awl. FORM CF.- R I......w. ,..,�..,y..Userft MP01206 . .:Use,- -Terry .E:ngxi,,.neer,f. rig. x«,Run-F'ROPUSEMD...,MART INF 7",. E„S.. CERTIFICATE. OF COMPth. I All RESIDENTIAL Page 3 C F ••-1 P Project Title .. , , , , , , , , PROPOSED MARTINEZ RES Date, , 07/02/03 131 211 13 I M I CROPASb v(i., 01 F I t e•-S038S900 With-C TZ08S92 Program -,FORM CF'­1 N I I User#•--MPC 2.06 User­Telrr^y Engineering Run -PROPOSED MART I NEZ IRES I COMPI_ I ANCE STATEMENT This c:ert i f I sate of compliance lists the bu i t d i ng features and performance specifications needed to co mply wii h T ftt -"4 , Parts I and of the Ca t I for I a Code of Regiu tat I ons,, and the cadim I n I strat f ve reC3u tat I ons 'to Implement them, Thf�r r t i f i at e has been i red b Ythe Individua l, t wi th t h overa I t des I gn res►pons, I b I t I ty, When th I s cert I f I ca'te ol" ramp t I anr,:e 15 subtm i tted for a single bu l (d i ng p t an to be bu ! It in mi�r t t i Ta t o or E enrtat l ons, any, shading feature that is varied is Indicated in 'the Spec: i o l, Features Moths t i ng Asasumpt i ons; section, ANEWPnR] I CANER or- OWNER , DOCUMENTATIONAUTHOR Name, Pdaeie, , , , James W, Sri i th Company,i DRAFT SE:RV I CAE C,,ompokny, Terry Enig I neear I ng Address, 1975 SF3ER I NTQN H 112 Address, 180 E. Ma i n Sit Ste150 µ� NEi WPUR1l' BEACH CA 92663 Tustin, CA 92680 Phone, , . 9419-500-6872 F1hone.►P , , ( 714) 838-1124 L I cwense, d" � ,tN S f c red, , a i ne►d, , • sl .., w ( date;) '', (date) ENFORCE-MENT AGENCY Name, T I t te. Agency, Phone, S I dined, ( date;) FENESTRATION Over - Area U° I nter i or E:xler i or hang/ Or I enta"t I can (sf) Factor, SHGC Shading Shad I ng W I ndow Left ( NE) 3.0 0, 990 CI, 740 Standard Stanolard None W I ndow Left (: NE) 12, 5 10, 990 0, 740 Standard Stanolard None W I ridow Leyir t ( NE) 20.0 0. 990 CI, 740 Standard Standard None Window L,eirt ( NE) 13. 4 0, 990 0. 740 Standard �>tanolo rd None Window R I ght ( SW) 16.0 10,1370 0. 7O0 Standard 'tcanolard None Door Back ( SE) 53, 4 1, 250 0, 800 Standard Stanclard None Window R I c,,)ht ( SW) 4, 0 0, 870 CI, 700 Standard Standaadd None Window Left ( NE) 16.0 CI, 87i1 CI, '7O0 Standard Standard None W I ndow Left ( NE) 16.0 !C), 870 CI, '700 Standard Standard None SLAB SURFACES Area Stab Type (sf> Standard S: tab 161.4 HVAC SYSTEMS Ref I gerant Tested ACC;A M Er)u 1 pmC�nt M li n i mum Charge and Duct Duc. t Duc:riV Manua t Thermostat Tr ype E:ff I c I envy Al r f tow Location R-vo t ue I,.,sakage D Type! Furnace tl, 780 AiFUE n/a Att li r. R­4„ P No No S,vtBac;:k ACSp I 1-1; 1. CI, 00 SEER No Att ii c R- 4. P No Nca Se>tBack WATEIR HEATING SYSTEMS Number `yank L:xterria I In E 'nergy S I •xe;► :I n su tat I on Tank Type Heater Type D i str i lout i on Type System Factor ( gat) R. va 1, uc:� Water Heater, to meet: m i n i ►rum CEC Standards REMARKS UPON COMPLETION OF CEINSTP'UC;'T I ONi CONTRACTOR SHALL OBT'AiIN CF-6R FORMS FROM THE CALIFORNIA ENERGY COMMISSION A Ti www, eriercgy►. ca, c3ov/"t I t t car 4 (CLICK TO FIND RES I DENT I A►L COMPLIANCE FORMS) THESE FORMS SHALL BE CUMF'LwL 1 ED, SIGNED AND POSTED ON THE JOB SITE FOR irHE PERUSAL OF' THE.' INSPECTOR. iMYPMbYMiMMX.VRIhFV W IIN.e,I!MMYI•A W.0✓M✓.M<f,NYlata1NO2'C•t,w,fllfnMVPR.NiG° !N[NRWJ:;N.BI AY1YMCifer:pAkWPVBaIMNfMYAd'YY,,,SGLNNI*.wx'MGH/AMWDN IMJ4NgP>'b1Na11tMG1MMNraAA1WAYY .bbM1WA&M'P�,MM1Mt.HVk NR�M6GiidY1FR41/MIRM1MRkIpM%rP: MPlWM'NG`Y'IkWNYl1i.'.�PIt0.0 MiMIHMMiYOAWIM11e1MlC.IIMi�t� v�rmax+uiaaeauepma.warwearaw.�Go�va,.aYw N UJ UJ mm P LLI KiC44ftlt Z A � v-ice iK," ��.✓ CU M. kart. 00 LA1 .I•xN P"" `.�B r �%fir ®y, No. 17{)14 OF UJ UJ JEi to III C� LL F� 1 � ILL �s UJ mom dm- cc low a�a an C, ,, a� W W U Cr 0 LL if a�i w IV) M�pNRtNtlAiGNMIIYpYu.NACiP.1Nq[i9{FNGY,.{tlIW'FR41kt gYMMaOPIk.WIVY.G�laf4iNrn`.� PHa'AYN9! WYwru�.. , i:)ate: 07-O2-2003 Scale: AS NOTED Drawn: J'WS Checked: Plot Data: 0 7-O2:...rv2003 �Y�AIMIINF!iYWR71M'eYlalwxrV�,int:+awnnscr. X.ierw5t%rs Job No: O303910 MINl�MY/YYOi� aiYlgR*AW1,W'dNN•NLL'M�G4' . "Sheet: